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Home My WebLink AboutAPPROVED PLANS - 22-00818 - BYUI McKay - Library RemodelAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Don Allen Don.Allen@rexburg.org 208-372-2174 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : BYUI McKay - Library Remodel Address : 479 S Center St Record Type : Commercial - Remodel Document Filename : MCK Library Remodel Bid Set Drawings - 10.28.22.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00818 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G000 Stamp Cody Jones : Building Open 1 Approved - Building Inspector S003 Free Text Cody Jones : Building Open 18 Special Inspector needs to be identified. G000 Stamp Alex Owens : Electrical Open 1 Approved - Electrical Inspector G000 Free Text Alex Owens : Electrical Open 1 All electrical work to comply with 2017 NEC G000 Free Text Alex Owens : Electrical Open 1 Ensure all emergency egress lighting and exit signs comply with NEC requirements as well as IBC1008 and 1013 EG000 Free Text Alex Owens : Electrical Open 200 All electrical work to comply with 2017 NEC EE400 Free Text Alex Owens : Electrical Open 231 Ensure all grounding/bonding in affected areas still comply with article 250 of NEC. G000 Stamp Don Allen : Mechanical Open 1 Approved - Plumbing Inspector G000 Stamp Don Allen : Mechanical Open 1 Approved - Mechanical Inspector Commercial - Remodel Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G000 Cover Sheet 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set MCK Library Remodel Bid Set - 10/28/2022 owner brigham young university -idaho university operations 283b rexburg, id 83460 (208) 496-2660 andy johnson johnsona@byui.edu architect method studio 360 w aspen ave salt lake city, ut 84101 (801) 532-4422 contact: civil horrocks engineers 2194 snake river parkway suite 205 idaho falls, id 83402 (208) 522-1223 clint boyle general contractor big-d construction 925 s utah ave idaho falls, id 83402 (208) 538-3479 andrew wolford andrew.wolford@big-d.com structural tbse inc 233 north 1250 west #201 centerville, ut 84014 (801) 298-8795 donald barfuss mechanical heath engineering company 377 west 800 north salt lake city, ut 84103 (801) 322-0487 andrew pasket electrical payne engineering inc 1823 e center pocatello, id 83201 (208) 232-4439 todd payne MATERIAL LEGEND EARTH (EXISTING) EARTH (BACKFILL) DRAINAGE FILL COMPACTED FILL CONCRETE CAST-IN-PLACE CONCRETE PRECAST BRICK CONCRETE MASONRY UNIT GROUT STEEL ALUMINUM CONTINUOUS WOOD SHEATHING INTERMITTENT WOOD BLOCKING WOOD FINISH HARDBOARD PARTICLE BOARD BATT INSULATION LOOSE FILL INSULATION RIGID INSULATION FIRE SPRAY GYPSUM BOARD ARCHITECTURE SYMBOLS A102 SHEET TYPE DISCIPLINE SHEET NUMBER SEQUENCE ? XX E022A.2 F1 R1 S3x WALL FUNCTION CORE MATERIAL CORE SIZE (ROUNDED) MODIFIER 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES 100' - 0" MAIN LEVEL LEVEL NAME LEVEL ELEVATION AE000 1 Ref 1 Re f 1 Ref 1 Re f AE000 1 Ref 1 Re f 1 Ref 1 Re f SHEET NUMBER POSITION ON SHEET SHEET NUMBER POSITION ON SHEET DRAWING NUMBER VIEW NAME DRAWING SCALE ORIGINAL SOURCE OF DETAIL SIMA1 A526.a SIMA1 A526.a POSITION ON SHEET SHEET NUMBER SHEET NUMBER VIEW DIRECTION POSITION ON SHEET A1 AE101 SIM A1 AE101 SIM A1 AE101 SIM VIEW DIRECTION POSITION ON SHEET SHEET NUMBER ROOM NUMBER ROOM AREA 01A SIGN TYPE SIGN NUMBER VIEW DIRECTION POSITION ON SHEET SHEET NUMBER 1 DELTA MARKER 10' - 0" HEIGHT OF ELEMENT C1 10' - 0" CEILING TYPE CEILING HEIGHT 1 2 A B A1 STARTS AT UPPER LEFT CORNER; NUMBERS ARE VERTICAL GRIDS AND LETTERS ARE HORIZONTAL GRIDS (EXCLUDES LETTERS "I" AND "O") Room name 101 F B W F CP T - 0 1 ? ROOM NAME ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH WALL,BASE, OR FLOOR MATERIAL FINISH CODE ARROWS REPRESENT EXTENT OF SCOPE REFER TO FINISH LEGEND WC-01 00.00 ROOM NAME 101 150 SF KEYNOTE TAG CURTAIN WALL TAG DOOR TAG FLOOR TAG ROOF TAG WALL TAG REVISION CLOUD 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G001 Index, General Notes, Location Map, Legends 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set ABBREVIATION SCHEDULE Abbrev.Description 0 # NUMBER OR POUND & AND 2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE @ AT [ CHANNEL ± PLUS MINUS ≤ LESS THAN OR EQUAL TO ≥ GREATER THAN OR EQUAL TO A AB ANCHOR BOLT AC APSHALTIC CONCRETE ACST ACOUSTIC AD AREA DRAIN ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM ARCH ARCHITECTURAL, ARCHITECT, ARCHITECTURE ASPH ASPHALT B B BASELINE B BOTTOM BEJ BRICK EXPANSION JOINT BLDG BUILDING BLK BLOCK BM BEAM BO BOARD BRG BEARING BSMT BASEMENT C C&G CURB & GUTTER CAP CAPACITY CEM CEMENT CG CORNER GUARD CIP CAST IN PLACE, CAST IRON PIPE CIR CIRCULATING CJ CONTROL JOINT CL CENTERLINE CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNITS COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CPT CARPET CSK COUNTERSUNK CT CERAMIC TILE CTR CENTER D D DEPTH DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DWG DRAWING E E EAST E/P EDGE OF PAVEMENT EA EACH EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR EMER EMERGENCY EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXP JT EXPANSION JOINT EXT EXTERIOR F F.V. FIELD VERIFY FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FR FRAME FTG FOOTING FXTR FIXTURE G G GROUND GA GA GALV GALVANIZED GL GLASS GR GRADE GRD GROUND GWB GYPSUM WALL BOARD H HB HOSE BIBB HC HANDICAPPED HDW HARDWARE HGT HEIGHT HORZ HORIZONTAL HR HOUR HW HOT WATER I ID INSIDE DIAMETER IE INVERT ELEVATION INSUL INSULATION INT INTERIOR INTX INTERSECTION INV INVERT J JB JUNCTION BOX JCT JUNCTION JST JOIST JT JOINT GENERAL NOTES - MISCELLANEOUS 1 THE PROJECT MANUAL, UNDER SEPARATE COVER, IS AN INTEGRAL PART OF THESE CONSTRUCTION DRAWINGS. 2 PLANS, SECTIONS, ELEVATIONS, DETAILS AND DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATION OCCURRING THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY KEYED ON THE DRAWINGS. 3 ALL WORK, MATERIALS, AND METHODS SHALL BE IN CONFORMANCE WITH THE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION. 4 UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND INSTALLATION OF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED OR SPECIFIED. 5 CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE LOCATION OF THE INFORMATION ON THE DOCUMENTS. 6 KEEP SITE CLEAN AND CLEAR OF DEBRIS AND IN ORDERLY CONDITION THAT DOES NOT DETRACT FROM THE SURROUNDING SITE AND REPAIR ANY DAMAGE CAUSED BY WORK OF THE CONTRACT. 7 ALL DIMENSIONS ARE TO THE FACE OF METAL OR WOOD STUD FRAMED WALLS AND TO THE FACE OF CONCRETE AND MASONRY WALLS AS SHOWN, UNLESS NOTED OTHERWISE. 8 INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ADJACENT SURFACE. COLOR REQUIRES ARCHITECTS APPROVAL. 9 DOOR OPENINGS IN FRAME CONSTRUCTION WHICH ARE NOT DIMENSIONED ARE EITHER CENTERED IN THE WALL, FACE OF JAMB OR LOCATED 4" FROM THE FACE OF STUD TO THE FINISHED JAMB. 10 ALL SPECIAL ACCESSIBLE FACILITIES SHALL BE IDENTIFIED WITH APPROVED SIGNAGE. 11 THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING A WEATHER TIGHT BUILDING, DETAILS AND OMISSIONS TO DRAWINGS NOTWITHSTANDING. ALL DRAWING CONFLICTS WHICH MAY NOT ALLOW A WEATHERTIGHT CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 12 DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SPECIFIC DISCREPANCIES FOR ARCHITECT REVIEW. 13 PROVIDE FULL METAL BACKING PLATE (16 GAUGE X 6" HIGH SECURED TO 3 STUDS MIN.) OR WOOD BLOCKING AS REQUIRED TO SECURELY ANCHOR ALL WALL MOUNTED EQUIPMENT (CABINETS, TOILET ROOM ACCESSORIES, HARDWARE, ETC.). BLOCKING SHALL PROVIDE A RIGID CONNECTION CAPABLE OF SUPPORTING DESIGN LOADS. PROVIDE A 16 GAUGE X 6" STL. STUD/TRACK SECURED TO 2 STUDS TO SECURELY SUPPORT ALL WALL STOPS (DOOR BUMPER). 14 COORDINATE WITH ALL TRADES, SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS OR BASES, AS WELL AS ELECTRIC POWER, WATER, AND DRAIN INSTALLATIONS, BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ANY CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. A REASONABLE RESPONSE TIME SHALL BE ALLOWED AS NOTED IN THE SPECIFICATIONS. 15 ALL FLOOR OR WALL OPENINGS REQUIRED FOR PIPES, DUCTS, CONDUITS,ETC. SHALL BE SEALED IN AN APPROVED MANNER. 16 FIRE SPRINKLER DESIGN TO BE DONE BY A CERTIFIED SUB-CONTRACTOR AND WILL REQUIRE APPROVALS BY THE CITY AND STATE FIRE MARSHAL. APPROVALS BY THE FIRE MARSHAL ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT. SUBMITTAL TO THE ARCHITECT ALSO INDICATES THAT THE CONTRACTOR HAS REVIEWED AND COORDINATED FIRE-SPRINKLER PIPING LOCATIONS WITH ALL TRADES. 17 ROOMS ENCLOSED WITH RATED WALLS REQUIRE RATED DOORS. ANY DUCTS PASSING THROUGH WALLS REQUIRE FIRE DAMPERS AND OR FIRE/SMOKE DAMPERS. ANY CONDUIT OR PIPING REQUIRES RATED SEALANT AT JOINTS. 18 GENERAL STRUCTURAL NOTES GOVERN TYPICAL CONDITIONS WHETHER OR NOT SPECIFICALLY DETAILED OR NOTED. 19 IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CASEWORK, DOORS, ETC. 20 THE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BUILDING, THE TYPE OF STRUCTURAL, MECHANICAL, ELECTRICAL AND UTILITY SYSTEMS AND MAJOR ARCHITECTURAL ELEMENTS OF CONSTRUCTION AS "SCOPE" DOCUMENTS. 21 1.THE DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE WORK. CONTRACTS SHALL BE LET ON THE BASIS OF SUCH DOCUMENTS, WITH THE UNDERSTANDING THAT THE CONTRACTOR IS TO FURNISH ALL ITEMS REQUIRED FOR PROPER COMPLETION OF THE WORK WITH OUT ADJUSTMENT TO CONTRACT PRICE. IT IS INTENDED THAT THE WORK TO BE OF SOUND AND QUALITY CONSTRUCTION AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INCLUSION OF ADEQUATE AMOUNTS TO COVER INSTALLATION OF ALL ITEMS INDICATED, DESCRIBED OR REASONABLY IMPLIED. 22 CONTRACT DOCUMENTS NEED TO BE VIEWED IN COLOR TO CLARIFY DATA. DRAWING INDEX GENERAL G000 Cover Sheet G001 Index, General Notes, Location Map, Legends G002 Code Analysis G003 Code Analysis & Plans - Level 00 G004 Code Analysis & Plans - Level 01 G005 Code Analysis & Plans - Level 02 G006 Code Analysis & Plans - Level 03 G010 Phasing Plans G011.1 ADA Guidelines G011.2 ADA Guidelines Cont. G011.3 Accessibility Details G015 Code Required Signage & Details CIVIL & LANDSCAPE C.2.0 Existing Conditions & Demo. C.3.0 Site Plan L.1.0 Landscape Plan STRUCTURAL S001 GENERAL NOTES S002 SCHEDULES S003 INSPECTIONS S004 INSPECTIONS S101 LEVEL 1 FLOOR FRAMING S102 LEVEL 2 FLOOR FRAMING S103 LEVEL 3 FLOOR FRAMING S401 PENETRATION 1ST FLOOR S402 PENETRATION 2ND FLOOR S403 PENETRATION 3RD FLOOR S501 DETAILS ARCHITECTURAL DEMOLITION D100a Level 00 Area A Demolition Plan D101a Level 01 Area A Demolition Plan D101b Level 01 Area B Demolition Plan D102a Level 02 Area A Demolition Plan D102b Level 02 Area B Demolition Plan D103a Level 03 Area A Demolition Plan D130a Level 00 Area A Demolition RCP Plan D131a Level 01 Area A Demolition RCP Plan D131b Level 01 Area B Demolition RCP Plan D132a Level 02 Area A Demolition RCP Plan D132b Level 02 Area B Demolition RCP Plan D133a Level 03 Area A Demolition RCP Plan ARCHITECTURAL A100a Level 00 Area A Floor Plan A100b Level 00 Area B Floor Plan A101 Level 01 Overall Floor Plan A101a Level 01 Area A Floor Plan A101b Level 01 Area B Floor Plan A102 Level 02 Overall Floor Plan A102a Level 02 Area A Floor Plan A102b Level 02 Area B Floor Plan A103a Level 03 Area A Floor Plan A111 Level 01 Area A Slab Plan A112 Level 01 Area B Slab Plan A120a Level 00 Area A Wall Type & Dimension Plan A121a Level 01 Area A Wall Type & Dimension Plan A121b Level 01 Area B Wall Type & Dimension Plan A122a Level 02 Area A Wall Type & Dimension Plan A122b Level 02 Area B Wall Type & Dimension Plan A123a Level 03 Area A Wall Type & Dimension Plan A130a Level 00 Area A Reflected Ceiling Plan A131a Level 01 Area A Reflected Ceiling Plan A131b Level 01 Area B Reflected Ceiling Plan A132a Level 02 Area A Reflected Ceiling Plan A132b Level 02 Area B Reflected Ceiling Plan A133a Level 03 Area A Reflected Ceiling Plan A141 Level 00 Area A Finish Plan A142 Level 01 Area A Finish Plan A143 Level 01 Area B Finish Plan A144 Level 02 Area A Finish Plan A145 Level 02 Area B Finish Plan A146 Level 03 Area A Finish Plan A147 Enlarged Finish Plans A201 Exterior Elevations A301 Building Sections A311 Wall Sections A411 Enlarged Plans & Interior Elevations A412 Enlarged Plans & Interior Elevations A413 Enlarged Plans & Interior Elevations A414 Enlarged Plans & Interior Elevations A415 Enlarged Plans & Interior Elevations A416 Interior Elevations A417 Interior Elevations A418 Interior Elevations A419 Interior Elevations A420 Interior Elevations A421 Interior Elevations A422 Interior Elevations A431 High Density Shelving Equipment Plan A440 Interior Renderings A501 Wall & Soffit Assemblies A503 Structural Steel Framing Details A511 Plan Details A512 Details A513 Entrance Details A514 Ceiling Details A515 Ceiling Details A516 Enlarged RCP Details A541 Door Details A551 Exterior Glazing Details A561 Interior Glazing Details A571 Interior Details A572 Interior Details A581 Casework Details A582 Casework Details A601 Door Schedule A602 Door Types A604 Window Types & Glazing Schedule A605 Window Types & Glazing Schedule A611 Finish Schedules, Accessory Schedules A710 Signage Schedule and Details A800 Level 00 Area A Furniture Plan A801 Level 01 Area A Furniture Plan A802 Level 01 Area B Furniture Plan A803 Level 02 Area A Furniture Plan A804 Level 02 Area B Furniture Plan A805 Level 03 Area A Furniture Plan ABBREVIATION SCHEDULE Abbrev.Description L L ANGLE L LENGTH LC LENGTH OF CURVE LDC LEAD COVERED LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LT LIGHT M MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTG MOUNTING MULL MULLION MWP MEMBRANE WATERPROOFING N N NORTH NA NOT APPLICABLE NE NORTHEAST NEC NATIONAL ELECTRIC CODE NEUT NEUTRAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE NW NIORTHWEST O OA OUTSIDE AIR OA OUTSIDE AIR OC ON CENTER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OPP OPPOSITE OVHD OVERHEAD P PI POINT IF INTERSECTION PL PLATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PNT PAINT PRELIM PRELIMINARY PRESS PRESSURE PRIM PRIMARY PRTN PARTITION PT POINT, POINT OF TANGENT Q QT QUARRY TILE R R RADIUS RA RETURN AIR RB RESILIENT VINYL BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RECP RECEPTACLE REINF REINFORCEMENT REQD REQUIRED REV REVISION RF ROOF RFLCP REFLECTIVE CEILING PLAN RM ROOM RVT RESILIENT VINYL TILE S S SOUTH SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SECT SECTION SHT SHEET SIM SIMILIAR SL SLOPE SPEC SPECIFICATION SQ SQUARE STL STEEL SUSP SUSPENDED T T TOP T&B TOP AND BOTTOM TEL TELEPHONE TEMP TEMPORARY TERM TERMINAL THK THICK/THICKNESS THRSLD THRESHOLD TO TOP OF TOS TOP OF STEEL, TOP OF SLAB TOW TOP OF WALL TYP TYPICAL U UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITION TILE VENT VENTILIATING VERT VERTICAL VEST VESTIBULE VWC VINYL WALL COVERING W W WIDTH, WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WIDTH WT WEIGHT WWF WELDED WIRE FABRIC X X TRANSFORMER DRAWING INDEX MECHANICAL M-001 Mechanical Schedules and Symbol Legend M-002 Mechanical Schedules M-003 Mechanical Schedules M-004 Mechanical Schedules MD100a Level 00 Area A Mechanical Demolition Plan MD101a Level 01 Area A Mechanical Demolition Plan MD101b Level 01 Area B Mechanical Demolition Plan MD102a Level 02 Area A Mechanical Demolition Plan MD102b Level 02 Area B Mechanical Demolition Plan MD103a Level 03 Area A Mechanical Demolition Plan MD104a Roof Area A Mechanical Demolition Plan MD104b Roof Area B Mechanical Demolition Plan MD110a Level 00 Area A Mechanical Piping Demolition Plan MD110b Level 00 Area B Mechanical Piping Demolition Plan MD111a Level 01 Area A Mechanical Piping Demolition Plan MD111b Level 01 Area B Mechanical Piping Demolition Plan MD112a Level 02 Area A Mechanical Piping Demolition Plan MD112b Level 02 Area B Mechanical Piping Demolition Plan MD113a Level 03 Area A Mechanical Piping Demolition Plan MD401 Enlarged Level 00 Area A Mechanical Room Demolition Plan MD402 Enlarged Level 01 Area B Mechanical Room Demolition Plan MH100a Level 00 Area A Mechanical Remodel Plan MH101a Level 01 Area A Mechanical Remodel Plan MH101b Level 01 Area B Mechanical Remodel Plan MH102a Level 02 Area A Mechanical Remodel Plan MH102b Level 02 Area B Mechanical Remodel Plan MH103a Level 03 Area A Mechanical Remodel Plan MH104a Roof Area A Mechanical Remodel Plan MH104b Roof Area B Mechanical Remodel Plan MH401 Enlarged Level 00 Area A Mechanical Remodel Plan MH402 Enlarged Level 01 Area B Mechanical Room Remodel Plan MH501 Mechanical Details MI601 Mechanical Control Diagrams MI602 Mechanical Control Diagrams MI603 Mechanical Control Diagrams MI604 Mechanical Control Diagrams MI605 Mechanical Control Diagrams MI606 Mechanical Control Diagrams MI607 Mechanical Control Diagrams MI608 Mechanical Control Valve Schedules MI609 Mechanical Control Valve Schedules MP110a Level 00 Area A Mechanical Piping Remodel Plan MP110b LEVEL 00 AREA B MECHANICAL PLUMBING REMODEL PLAN MP111a Level 01 Area A Mechanical Piping Remodel Plan MP111b Level 01 Area B Mechanical Piping Remodel Plan MP112a Level 02 Area A Mechanical Piping Remodel Plan MP112b Level 02 Area B Mechanical Piping Remodel Plan MP113a Level 03 Area A Mechanical Piping Remodel Plan MP401 Enlarged Level 00 Area A Mechanical Room Remodel Plan MP501 Mechanical Piping Details MP502 Mechanical Piping Details MP601 CHILLED WATER SYSTEM FLOW DIAGRAM MP602 STEAM TO HEATING WATER FLOW DIAGRAM PLUMBING P-001 Plumbing Legend And Schedules PD100a Level 00 Area A Plumbing Demolition Plan PD100b Level 00 Area B Plumbing Demolition Plan PD101a Level 01 Area A Plumbing Demolition Plan PD101b Level 01 Area B Plumbing Demolition Plan PD102a Level 02 Area A Plumbing Demolition Plan PD102b Level 02 Area B Plumbing Demolition Plan PD103a Level 03 Area A Plumbing Demolition Plan PL100a Level 00 Area A Plumbing Remodel Plan PL100b Level 00 Area B Plumbing Remodel Plan PL101a Level 01 Area A Plumbing Remodel Plan PL101b Level 01 Area B Plumbing Remodel Plan PL102a Level 02 Area A Plumbing Remodel Plan PL102b Level 02 Area B Plumbing Remodel Plan PL103a Level 03 Area A Plumbing Remodel Plan PL103b Roof Level Area B Plumbing Remodel Plan PL401 Enlarged Plumbing Remodel Plans PL402 Enlarged Plumbing Remodel Plans PL501 Plumbing Details PL502 Plumbing Details PL601 East Side Water Flow Diagram PL602 West Side Water Flow Diagram EG000 Electrical Symbols & Details EG100 Electrical Details ES100 Electrical Site Plan - West Entrance ED100 Existing Lighting Plan Level 0 ED101 Existing Lighting Plan Level 1 Area A ED102 Existing Lighting Plan Level 1 Area B ED103 Existing Lighting Plan Level 2 Area A ED104 Existing Lighting Plan Level 2 Area B ED105 Existing Lighting Plan Level 3 ED200 Existing Electrical Plan Level 0 ED201 Existing Electrical Plan Level 1 Area A ED202 Existing Electrical Plan Level 1 Area B ED203 Existing Electrical Plan Level 2 Area A ED204 Existing Electrical Plan Level 2 Area B ED205 Existing Electrical Plan Level 3 EE100 Lighitng Plan Level 0 EE101 Lighitng Plan Level1 Area A EE102 Lighitng Plan Level1 Area B EE103 Lighitng Plan Level2 Area A EE104 Lighitng Plan Level2 Area B EE105 Lighitng Plan Level 3 EE200 Power Plan Level 0 EE201 Power Plan Level 1 Area A EE202 Power Plan Level 1 Area B EE203 Power Plan Level 2 Area A EE204 Power Plan Level 2 Area B EE205 Power Plan Level 3 EE300 Access Control Plan Level 0 EE301 Access Control Plan Level 1 EE302 Access Control Plan Level 2 EE303 Access Control Plan Level 3 EE400 Riser Diagram EE401 Emergency Power Riser Diagram EE500 Panel Schedules EE501 Panel Schedules EE502 Panel Schedules EE503 Panel Schedules EE504 Panel Schedules EE600 Schedules EF100 Fire Alarm Plan Level 0 EF101 Fire Alarm Plan Level 1 Area A EF102 Fire Alarm Plan Level 1 Area B EF103 Fire Alarm Plan Level 2 Area A EF104 Fire Alarm Plan Level 2 Area B EF105 Fire Alarm Plan Level 3 ELECTRICAL FIRE PROTECTION FD100a Level 00 Area A Fire Protection Demolition Plan FD101a Level 01 Area A Fire Protection Demolition Plan FD101b Level 01 Area B Fire Protection Demolition Plan FD102a Level 02 Area A Fire Protection Demolition Plan FD102b Level 02 Area B Fire Protection Demolition Plan FD103a Level 03 Area A Fire Protection Demolition Plan FD100a Level 00 Area A Fire Protection Plan FP101a Level 01 Area A Fire Protection Plan FP101b Level 01 Area B Fire Protection Plan FP102a Level 02 Area A Fire Protection Plan FP102b Level 02 Area B Fire Protection Plan FP103a Level 03 Area A Fire Protection Demolition Plan Type II-B Allowable Height and Area (Chapter 5) Allowable Height and Number of Stories (Table 504.3 & 504.4)with Sprinkler Throughout (S) B: Is allowed 4 stories and a maximum height of 75' Allowable Area per Floor (Table 506.2) with Sprinkler Throughout (SM) Equation 5-2 B:= [69,000 + (23,000x0.59)] = 82,570 SF per Floor x3 Levels = Total Building Allowable Area 247,710 Actual Area Type B Level 0 9,930 SF Level 1 48,065 SF Level 2 48,065 SF Level 3 26,950 SF TOTAL 136,010 SF 1004.3 Multiple function occupant load.Where an area under consideration contains multiple functions having different occupant load factors, the design occupant load for such area shall be based on the floor area of each function calculated independently. Special Use and Occupancy (e.g. High Rise, Covered Mall): ___________________ BAHTBABABA Design Wind Speed: 115 mph.Seismic Design Category: D Fire Resistance Rating Requirements for Building Elements (hours). Number of Stories: 3 below grade, 1 above grade Required: ______ Provided: ______ Type of Sprinkler System: ______ Fully sprinklered with approved system as required by IBC, Section 903.2.8., Section 903.2.10, Section 903.3.1.1. Portable fire extinguishers are required by IBC, Section 906.1.1. Sprinklers: Fully sprinkled No Requirements for the Exterior Walls based on the fire seperation distance Change in Use: Yes ______ No _____ Mixed Occupancy: Yes _____ No ______ International Building Code International Mechanical Code International Plumbing Code National Electric Code International Fire Code Accessibility ICC/ANSI A117.1 APPLICABLE CODES CODE ANALYSIS 1 3 IBC CHAPTER 3 IBC CHAPTER 6 4 IBC CHAPTER 5 5 IBC CHAPTER 6 6 IBC CHAPTER 7 7 IBC CHAPTER 9 8 IBC CHAPTER 10 International Energy Conservation Code 2 IBC CHAPTER 16 Building Height: 44'-6" Primary Structural Frame Bearing Walls Exterior Bearing Walls Interior Non-Bearing Walls Exterior Non-Bearing Walls Interior Floor Construction Roof Construction Exterior Doors & Windows Shaft Enclosures * = where FSD > 30', rated wall not required See A500's for assembly listings 3 STORY EXISTING BYU IDAHO UNIVERISTY INTERIOR REMODEL - ( UNDER THE 2018 IEBC – Level 3 Alterations) PROJECT DESCRIPTION Occupancy Group B OCCUPANCY CLASSIFICATION AND USE STRUCTURAL DESIGN TYPE OF CONSTRUCTION GENERAL BUILDING HEIGHTS AND AREAS FIRE-RESISTANCE RATINGS AND ASSEMBLIES FIRE SEPERATION FIRE PROTECTION SYSTEMS MEANS OF EGRESS 2018 2018 2018 2017 2018 0-HR 0-HR 0-HR 0-HR* 0-HR 0-HR 0-HR 0-HR 2-HR TYPE II-B X X NA X X NFPA 13 Egress Width Calculations See Code Analysis Sheets The means of egress shall be configured such that the loss of any one exit shall not reduce the available capacity or width to less than 50 percent of the required capacity or width (Section 1005.5). See individual code sheets for calculations. Maximum Common Path of Egress Travel Distance (Table 1006.2.1) A Occupancy = 75 feet, maximum 49 occupant load of space when there is only one exit B Occupancy = 100 feet, maximum 49 occupant load of space when there is only one exit Egress Based on Occupant Load (Section 1006.3.2) Occupant Load of 1-500 per story = 2 exits minimum Occupant Load of 501-1,000 per story = 3 exits minimum Exit and Exit Doorway Access Number of exits provided for the Existing Building are 7 exits. Where two exits are required, they shall not be placed a distance apart equal to not less than 1/3 of the length of the maximum diagonal dimension of the area served (Section 1007.1.2). Two-way Communication (Section 1009.8) A two-way communications system shall be provided at the landing serving each elevator or bank of elevators on each accessible floor that is one or more levels above or below the level of exit discharge. The two-way communication system provide communication between each required location and the fire command center or a central control point location approved by the fire department. Where the central control point is not a constantly attended location, the system shall have a timed automatic telephone dial-out capability to a monitoring location or 9-1-1, and include both audible and cisible signals. Directions for use shall be posted adjacent to the two-way communication system. Signage shall comply with ICC A117.1 requirements for visual characters. Exit Access Travel Distance (Table 1017.2) A Occupancy travel distance not to exceed 250 feet – See Code Analysis Sheets per Level B Occupancy travel distance not to exceed 300 feet – See Code Analysis Sheets per Level Dead-End Corridor (Section 1020.4.2) Where more than one exit is required, the exit access shall be arranged such that dead-end corridors do not exceed 50 feet in length. 2015 Non-Separated Occupancies No separation is required between non-separated occupancies 2009 TYPE II-B 9 IBC CHAPTER 29PLUMBING REQUIREMENTS 11 ZONING UNCHANGED 10 IBC CHAPTER 30 Provided: 2 Number of stops: 4 / 2 Elevator Lobby: Level 1 ELEVATORS PLUMBING FIXTURE ANALYSIS SUMMARY OCCUPANCY GROUP B OCCUPANT LOAD MALE FEMALE WATER CLOSETS MALE FEMALE LAVORATORIES MALE FEMALE BATHTUBS/ SHOWERS DRINKING FOUNTAIN SERVICE SINK 1,300 1,300 26 26 17 17REQUIRED NA 26 1 PER FLOOR 33 26 19 21PROVIDED NA 30 1 PER FLOOR NOTES:Provided fixtures are derived from the project aggregate with multiple occupancies. The fractional numbers were first summed in project aggregate, then rounded up to the next whole number. (IBC 2902.1.1) OCCUPANCY LOAD AND EXIT REQUIREMENTS (table 1004.5) Basement = 9,930 sf a. Business area = 4,449@150 = 30 occ b. Storage area = 4,137@300 = 14 occ 44 occ Level 1 = 48,065 sf a. Business area = 31,112@150 = 208 occ b. Assembly (unconc.) area = 4,626@15 = 309 occ c. Education Classroom area = 4,956@20 = 248 occ 765 occ Level 2 = 48,065 sf a. Business area = 20,398@150 = 140 occ b. Assembly (unconc.) area = 8,710@15 = 326 occ c. Education Classroom = 6,154@20 = 567 occ d. Storage area = 3,002@300 = 10 occ 1,043 occ Level 3 29,950 sf a. Business area = 11,167@150 = 75 occ b. Assembly (unconc.) area = 8,696@15 = 580 occ c. Education Classroom area = 1,849@20 = 93 occ d. Storage area = 729@300 = 3 occ 751 occ TOTAL DESIGN OCCUPANT LOAD = 2,601 OCC 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G002 Code Analysis 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set STORAGE 032 QA 022A OFFICE 020 OPS 022 TECH ROOM 024 STUDENTS 026F OFFICE 026C SHORT TERM STORAGE 028 OFFICE 012 OFFICE 026A OFFICE 011 OFFICE 010 TIER 2 016 OFFICE 018 BREAK ROOM 013 STORAGE 044 CUSTODIAL STORAGE 042 BDF 040 MEN'S RR 015 WOMEN'S RR 014 ELECTRICAL 038 CUSTODIAL 036 MECH CHASE 034 ELEV 0-JSTAIR 0-E MECH CHASE O-F STAIR 0-E MECH ROOM 030 CHEMICALS ROOM O-D IMAGING AND STORAGE 009 TD 66 FT TD 110 FT CPE 46 FT TD 117 FT OCC. Req. Prov. 8.55" DOOR 34" 57OCC. Req. Prov. 11.4" STAIR 59" 57 OCC. Req. Prov. 5.25" DOOR 34" 35OCC. Req. Prov. 7" STAIR 48" 35 OCC. Req. Prov. 5.25" DOOR 34" 35 Basement ___________ __ __9,930 SF a. BUSINESS AREA = 4,449@150 = 30 OCC b. STORAGE AREA = 4,137@300 = 14 OCC 44 OCC FE 1 FE 1 FE 2 K GRAPHIC LEGEND OCC. Req. Prov. 30" DOOR 36" 150 OCC. Req. Prov. 25.5" STAIR 44" 85 REQUIRED AND PROVIDED DOOR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS REQUIRED AND PROVIDED STAIR WIDTH SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS FIRE EXTINGUISHER IN SEMI-RECESSED CABINET; 75' RADIUS COMMON PATH OF EGRESS (CPE) TRAVEL DISTANCE (TD) POINT AT WHICH A CHOICE OF TWO EXITS BECOME AVAILABLE 25 TRAVEL PATH OCCUPANTS & DIRECTION OF TRAVEL NOTES: a. SEE SHEET SERIES A500's FOR ADDITIONAL WALL TYPE INFORMATION AND UL LISTINGS b. SEE G000's FOR ADDITIONAL CODE INFORMATION 1 HOUR RATING 2 HOUR RATING 3 HOUR RATING 1 1 2 1 2 3 REMOTE POINT FIRE RATING OF OPENING (IN MINUTES) ADDITIONAL INFORMATION PROVIDED IN A600's SERIES FE 1 FE 2 120 FIRE EXTINGUISHER SURFACE MOUNTED ON WALL HOOK; 75' RADIUS NEW FIRE RATED DOOR EXISTING FIRE RATED DOOR K KNOX BOX LOCATION STAND PIPE LOCATION BUSINESS USE OCCUPANCY 150 GSF PER OCC. CLASSROOM USE OCCUPANCY 20 NET PER OCC. ASSEMBLY USE OCCUPANCY 15 GSF PER OCC. ACCESSORY MECHANICAL STORAGE 300 GSF PER OCC. OCCUPANCY LOAD AND EXIT REQUIREMENTS (table 1004.5) Basement = 9,930 sf a. Business area = 4,449@150 = 30 occ b. Storage area = 4,137@300 = 14 occ 44 occ Level 1 = 48,065 sf a. Business area = 31,112@150 = 208 occ b. Assembly (unconc.) area = 4,626@15 = 309 occ c. Education Classroom area = 4,956@20 = 248 occ 765 occ Level 2 = 48,065 sf a. Business area = 20,398@150 = 140 occ b. Assembly (unconc.) area = 8,710@15 = 326 occ c. Education Classroom = 6,154@20 = 567 occ d. Storage area = 3,002@300 = 10 occ 1,043 occ Level 3 29,950 sf a. Business area = 11,167@150 = 75 occ b. Assembly (unconc.) area = 8,696@15 = 580 occ c. Education Classroom area = 1,849@20 = 93 occ d. Storage area = 729@300 = 3 occ 751 occ TOTAL DESIGN OCCUPANT LOAD = 2,602 OCC 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G003 Code Analysis & Plans - Level 00 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/32" = 1'-0"A1 LEVEL 00 CODE PLAN KEY PLAN A B UP UP UP UP UP DN TD 146 FT CP E 2 5 F T CPE 58 FT C P E 5 5 F T CPE 60 FT NO DEAD END CORRIDOR LESS THAN 24 FT TD 1 5 6 F T SMALL MEETING 192A WORKSTATIONS/ FLEX SPACE 192 STORAGE 192C OFFICE 192B OFFICE 160B OFFICE 160A CONFERENCE ROOM 158 TUTORING ADMIN OPEN AREA 160 STORAGE 190C TRAINING AREA 190 OFFICE 190B OFFICE 190A OFFICE 188A CONFERENCE 188B OFFICE 186 OFFICE 185 OFFICE 184 OFFICE 183 OFFICE 182 OFFICE 181 ADJUNCT OFFICE 180 COLLABORATIVE SPACE 188 I.T. HELP DESK 176 MATH LAB RECEPTION 175 STUDENT PREP 174 CLASSROOM 172 STUDY 178 STUDY 179 DROP IN MATH LAB 170 STORAGE 170C STUDY 170B STUDY 170A CLASSROOM 168 CLASSROOM 166 CLASSROOM 164 CLASSROOM 162 PRACTICE 156C PRACTICE 156B PRACTICE 156A STORAGE 156D PRACTICE 156E OFFICE 156F WORKSPACE 156 WOMENS 148 MENS 146 JANITORS OFFICE 147 CONFERENCE ROOM 140 BREAKROOM 142 OPEN STUDY 122A STUDY (MED) 132 OFFICE 131 OFFICE 130 OFFICE 129 STUDY (SM) 128 STUDY (SM) 127 RECEPTION 134 OFFICE 136 OFFICE 138 FAMILY RR 144 OPEN STUDY 122B OPEN STUDY 122C STUDY (MED) 125 STUDY (SM) 126 STUDY (MED) 124 HD BOOK COLLECTION 122 VESTIBULE 1-F OPEN STUDY 118 CIRCULATION RECEPTION 110 INTER LIBRARY LOAN WORKSPACE 114 OFFICE 114A CHECK-IN 112 OFFICE 108 OFFICE 106 OFFICE 104 VESTIBULE 1-U ELECTRICAL 173 VESTIBULE 1-Z MECH 08 ELEV EQUIP 08A ELEV 1-T CPE 66 FT NO DEAD END CORRIDOR LESS THAN 46 FT MEN'S RESTROOM 154 WOMEN'S RESTROOM 152 STAIR 1-H STAIR 1-B VESTIBULE 1-A TD 1 7 7 F T CPE 64 FT CPE 93 FT OCC. Req. Prov. 19.05" DOOR 7 34" 127 OCC. Req. Prov. 19.05" DOOR 170" 127 OCC. Req. Prov. 11.4" STAIR 132" 57 OCC. Req. Prov. 11.2" STAIR / DOOR 5 72" 56 OCC. Req. Prov. 11.2" STAIR 59" 56 OCC. Req. Prov. 13.4" STAIR 72" 67 OCC. Req. Prov. 13.6" STAIR 72" 68 OCC. Req. Prov. 19.05" DOOR 3 34" 127 OCC. Req. Prov. 19.05" DOOR 2 136" 127 OCC. Req. Prov. 19.05" DOOR 1 204" 127 OCC. Req. Prov. 8.55" DOOR 4 204" 57 OCC. Req. Prov. 19.05" DOOR 6 144" 127 MECH CHASE 1-K ELEVATOR 1-JMECH CHASE 1-G OPEN STUDY 122A RESERVE MEDIA 116 ELEC ROOM 102 OPEN STUDY 100 ENTRY HALL 120A ENTRY HALL 120B FE 1 FE 1 FE 1 FE 1 FE 1 FE 1 FE 1 FE 1 FE 1 MECH 1-E STAIR 1-D HALLWAY 1-C READING 150 STAIRS 1-N FE 1 FE 2 K K K BUSINESS USE OCCUPANCY 150 GSF PER OCC. CLASSROOM USE OCCUPANCY 20 NET PER OCC. ASSEMBLY USE OCCUPANCY 15 GSF PER OCC. ACCESSORY MECHANICAL STORAGE 300 GSF PER OCC. OCCUPANCY LOAD AND EXIT REQUIREMENTS (table 1004.5) Basement = 9,930 sf a. Business area = 4,449@150 = 30 occ b. Storage area = 4,137@300 = 14 occ 44 occ Level 1 = 48,065 sf a. Business area = 31,112@150 = 208 occ b. Assembly (unconc.) area = 4,626@15 = 309 occ c. Education Classroom area = 4,956@20 = 248 occ 765 occ Level 2 = 48,065 sf a. Business area = 20,398@150 = 140 occ b. Assembly (unconc.) area = 8,710@15 = 326 occ c. Education Classroom = 6,154@20 = 567 occ d. Storage area = 3,002@300 = 10 occ 1,043 occ Level 3 29,950 sf a. Business area = 11,167@150 = 75 occ b. Assembly (unconc.) area = 8,696@15 = 580 occ c. Education Classroom area = 1,849@20 = 93 occ d. Storage area = 729@300 = 3 occ 751 occ TOTAL DESIGN OCCUPANT LOAD = 2,602 OCC GRAPHIC LEGEND OCC. Req. Prov. 30" DOOR 36" 150 OCC. Req. Prov. 25.5" STAIR 44" 85 REQUIRED AND PROVIDED DOOR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS REQUIRED AND PROVIDED STAIR WIDTH SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS FIRE EXTINGUISHER IN SEMI-RECESSED CABINET; 75' RADIUS COMMON PATH OF EGRESS (CPE) TRAVEL DISTANCE (TD) POINT AT WHICH A CHOICE OF TWO EXITS BECOME AVAILABLE 25 TRAVEL PATH OCCUPANTS & DIRECTION OF TRAVEL NOTES: a. SEE SHEET SERIES A500's FOR ADDITIONAL WALL TYPE INFORMATION AND UL LISTINGS b. SEE G000's FOR ADDITIONAL CODE INFORMATION 1 HOUR RATING 2 HOUR RATING 3 HOUR RATING 1 1 2 1 2 3 REMOTE POINT FIRE RATING OF OPENING (IN MINUTES) ADDITIONAL INFORMATION PROVIDED IN A600's SERIES FE 1 FE 2 120 FIRE EXTINGUISHER SURFACE MOUNTED ON WALL HOOK; 75' RADIUS NEW FIRE RATED DOOR EXISTING FIRE RATED DOOR K KNOX BOX LOCATION STAND PIPE LOCATION 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G004 Code Analysis & Plans - Level 01 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/32" = 1'-0"A1 LEVEL 01 CODE PLAN KEY PLAN A B DN DN UP UP UP PREP / STORAGE 256A OFFICE 256B OFFICE 256C CLASSROOM 258 CLASSROOM 260 WRITING CENTER OPEN TUTORING 256 OPEN TUTORING 254 OFFICE 264 OFFICE 265 STUDY 266 STUDY 267 STUDY 268 STUDY 269 OPEN TUTORING CENTER 270 PREP / STORAGE 270B PREFUNCTION 270F STUDY 270H STORAGE 270J CLASSROOM 272 CLASSROOM 278 PRE-FUNCTION 270E PRE-FUNCTION 270D PRE-FUNCTION 270C TR / COMM. 280 OFFICE 288B OFFICE 288C ADJUNCT OFFICE 286 1,157 SF ENGLISH TRANSITION CENTER 288 STUDY SKILLS 252 STUDY 252C OFFICE 252D OFFICE 252E STORAGE 252F PREP / STORAGE 252G STUDY 252B STUDY 252A OPEN COMPUTERS 240 LARGE COMPUTER CLASSROOM 234 SHEET MUSIC 236 SCANNER 228C TECH SERV STORAGE 2-E DCAM 228B OFFICE 228A OFFICE 232 OFFICE 230 JANITOR'S OFFICE 241 MOTHERS 243 ELECTRICAL ROOM 242 I.T. 245 OPEN STUDY 53 OFFICE 200 OFFICE 202 STUDY (SM) 204 STUDY (SM) 208 STUDY (SM) 210 STUDY (SM) 212 OPEN STUDY 220 STUDY (MED) 214 STUDY (MED) 216 STUDY (MED) 218 INSTRUCTION 1 222 INSTRUCTION 2 224 PRESS ROOM 226 SPECIAL COLLECTIONS 228 ARCHIVE 228D VAULT 228E MECHANICAL 2-D TECH SERVICES 238 MEN'S RESTROOM 247 WOMEN'S RESTROOM 248 STAIR 2-G ELEV 2-H MECH CHASE 2-J STAIR 2-A STAIR 2-B OCC. Req. Prov. 17.4" DOOR 34" 116 OCC. Req. Prov. 18.75" DOOR 34" 125 OCC. Req. Prov. 45" DOOR 136" 300 OCC. Req. Prov. 60" STAIR 132" 300 OCC. Req. Prov. 23.2" STAIR 72" 116 OCC. Req. Prov. 25" STAIR 72" 125 OCC. Req. Prov. 22.4" STAIR 72" 112 OCC. Req. Prov. 55" STAIR 72" 275 TD 128 FT CPE 62 FT CPE 92 FT CPE 85 FT TD 139 FT C P E 5 0 FT CPE 73 FT TD 195 FT WOMEN'S RESTROOM 284 MEN'S RESTROOM 282 STAIR 2-P STOR 299 STUDY 288D STUDY 288E STUDY 288F STUDY 288G STUDY 288A STORAGE 288H STUDY 270G FE 1 FE 1 FE 1 FE 1 FE 1 FE 1 FE 1 FE 1 OCC. Req. Prov. 16.95" DOOR 72" 113 FAMILY RR 244 JANITOR'S CLOSET 249 OPEN STUDY 250 MECH 2-C MECH CHASE 2-F RECEPTION 270A ELEV 2-R ELECTRICAL 2-I STAIR 2-A FE 1 FE 3 FE 1 BUSINESS USE OCCUPANCY 150 GSF PER OCC. CLASSROOM USE OCCUPANCY 20 NET PER OCC. ASSEMBLY USE OCCUPANCY 15 GSF PER OCC. ACCESSORY MECHANICAL STORAGE 300 GSF PER OCC. OCCUPANCY LOAD AND EXIT REQUIREMENTS (table 1004.5) Basement = 9,930 sf a. Business area = 4,449@150 = 30 occ b. Storage area = 4,137@300 = 14 occ 44 occ Level 1 = 48,065 sf a. Business area = 31,112@150 = 208 occ b. Assembly (unconc.) area = 4,626@15 = 309 occ c. Education Classroom area = 4,956@20 = 248 occ 765 occ Level 2 = 48,065 sf a. Business area = 20,398@150 = 140 occ b. Assembly (unconc.) area = 8,710@15 = 326 occ c. Education Classroom = 6,154@20 = 567 occ d. Storage area = 3,002@300 = 10 occ 1,043 occ Level 3 29,950 sf a. Business area = 11,167@150 = 75 occ b. Assembly (unconc.) area = 8,696@15 = 580 occ c. Education Classroom area = 1,849@20 = 93 occ d. Storage area = 729@300 = 3 occ 751 occ TOTAL DESIGN OCCUPANT LOAD = 2,602 OCC GRAPHIC LEGEND OCC. Req. Prov. 30" DOOR 36" 150 OCC. Req. Prov. 25.5" STAIR 44" 85 REQUIRED AND PROVIDED DOOR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS REQUIRED AND PROVIDED STAIR WIDTH SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS FIRE EXTINGUISHER IN SEMI-RECESSED CABINET; 75' RADIUS COMMON PATH OF EGRESS (CPE) TRAVEL DISTANCE (TD) POINT AT WHICH A CHOICE OF TWO EXITS BECOME AVAILABLE 25 TRAVEL PATH OCCUPANTS & DIRECTION OF TRAVEL NOTES: a. SEE SHEET SERIES A500's FOR ADDITIONAL WALL TYPE INFORMATION AND UL LISTINGS b. SEE G000's FOR ADDITIONAL CODE INFORMATION 1 HOUR RATING 2 HOUR RATING 3 HOUR RATING 1 1 2 1 2 3 REMOTE POINT FIRE RATING OF OPENING (IN MINUTES) ADDITIONAL INFORMATION PROVIDED IN A600's SERIES FE 1 FE 2 120 FIRE EXTINGUISHER SURFACE MOUNTED ON WALL HOOK; 75' RADIUS NEW FIRE RATED DOOR EXISTING FIRE RATED DOOR K KNOX BOX LOCATION STAND PIPE LOCATION 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G005 Code Analysis & Plans - Level 02 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/32" = 1'-0"A1 LEVEL 02 CODE PLAN KEY PLAN A B UP DN DN ( QUIET ) OPEN STUDY 342 STUDY (SM) 340 STUDY (SM) 338 STUDY (SM) 336 STUDY (SM) 334 STUDY (SM) 332 STUDY (SM) 330 ELECTRICAL 324B MAC EQUIP 324A OFFICE 322 STUDY (SM) 320 STUDY (SM) 318 MAC LAB 324 STUDY (LG) 326 STUDY (LG) 328 STUDY (SM) 316 STUDY (SM) 314 OFFICE 312 OFFICE 310 JUVENILE 300 ELECTRICAL 308 STORAGE 306 STUDY (MED) 304 STUDY (MED) 302 BRIDGE CONNECTION 3-A Bridge Connection - TEST RM 378 TEST RM 374 Janitors Closet 376 ELEC 364 OPEN STUDY 362 STORAGE 352 RESTROOM 344B KIDS PLAY 344CMOTHERS ROOM 344A FAMILY STUDY 344 TEST RM 382 TEST RM 380 TEST RM 372 TEST RM 370 TEST RM 360 TEST RM 358 TEST RM 356 TEST RM 350 TEST RM 348 TEST RM 346 MECH CHASE 3-E MECH 3-D TD 172 FT CPE 41 FT OCC. Req. Prov. 26.25" DOOR 34" 175 OCC. Req. Prov. 26.25" DOOR 34" 175 OCC. Req. Prov. 60.15" DOOR 136" 401 OCC. Req. Prov. 49.8" STAIR 132" 249 OCC. Req. Prov. 35" STAIR 72" 175 OCC. Req. Prov. 35" STAIR 72" 175 CPE 54 FT FE 1 FE 1 FE 1 FE 1 FE 1 MECH CHASE 3-H ELEV 3-G STAIRS 3-C MENS 368 WOMENS 366 STAIR 3-F STAIR 1 3-B FE 1 FE 1 BUSINESS USE OCCUPANCY 150 GSF PER OCC. CLASSROOM USE OCCUPANCY 20 NET PER OCC. ASSEMBLY USE OCCUPANCY 15 GSF PER OCC. ACCESSORY MECHANICAL STORAGE 300 GSF PER OCC. OCCUPANCY LOAD AND EXIT REQUIREMENTS (table 1004.5) Basement = 9,930 sf a. Business area = 4,449@150 = 30 occ b. Storage area = 4,137@300 = 14 occ 44 occ Level 1 = 48,065 sf a. Business area = 31,112@150 = 208 occ b. Assembly (unconc.) area = 4,626@15 = 309 occ c. Education Classroom area = 4,956@20 = 248 occ 765 occ Level 2 = 48,065 sf a. Business area = 20,398@150 = 140 occ b. Assembly (unconc.) area = 8,710@15 = 326 occ c. Education Classroom = 6,154@20 = 567 occ d. Storage area = 3,002@300 = 10 occ 1,043 occ Level 3 29,950 sf a. Business area = 11,167@150 = 75 occ b. Assembly (unconc.) area = 8,696@15 = 580 occ c. Education Classroom area = 1,849@20 = 93 occ d. Storage area = 729@300 = 3 occ 751 occ TOTAL DESIGN OCCUPANT LOAD = 2,602 OCC GRAPHIC LEGEND OCC. Req. Prov. 30" DOOR 36" 150 OCC. Req. Prov. 25.5" STAIR 44" 85 REQUIRED AND PROVIDED DOOR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS REQUIRED AND PROVIDED STAIR WIDTH SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS FIRE EXTINGUISHER IN SEMI-RECESSED CABINET; 75' RADIUS COMMON PATH OF EGRESS (CPE) TRAVEL DISTANCE (TD) POINT AT WHICH A CHOICE OF TWO EXITS BECOME AVAILABLE 25 TRAVEL PATH OCCUPANTS & DIRECTION OF TRAVEL NOTES: a. SEE SHEET SERIES A500's FOR ADDITIONAL WALL TYPE INFORMATION AND UL LISTINGS b. SEE G000's FOR ADDITIONAL CODE INFORMATION 1 HOUR RATING 2 HOUR RATING 3 HOUR RATING 1 1 2 1 2 3 REMOTE POINT FIRE RATING OF OPENING (IN MINUTES) ADDITIONAL INFORMATION PROVIDED IN A600's SERIES FE 1 FE 2 120 FIRE EXTINGUISHER SURFACE MOUNTED ON WALL HOOK; 75' RADIUS NEW FIRE RATED DOOR EXISTING FIRE RATED DOOR K KNOX BOX LOCATION STAND PIPE LOCATION 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G006 Code Analysis & Plans - Level 03 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/32" = 1'-0"A1 LEVEL 03 CODE PLAN KEY PLAN A B DN PHASE 1.1 PHASE 1.2 PHASE 2 PHASE 1.1 PHASE 1.3 STAIR TO BE USED AS EGRESS DURING CONSTRUCTION. MODIFICATIONS TO FIRE SUPRRESION, CEILINGS, ETC. PHASE 1.2 PHASE 2 PHASE 1.3 STAIR TO BE USED AS EGRESS DURING CONSTRUCTION. MODIFICATIONS TO FIRE SUPRRESION, CEILINGS, ETC. PHASE 1.2 PHASE 1.3 STAIR TO BE USED AS EGRESS DURING CONSTRUCTION. MODIFICATIONS TO FIRE SUPRRESION, CEILINGS, ETC. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G010 Phasing Plans 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/64" = 1'-0"C1 LEVEL 00 PHASING PLAN 3/64" = 1'-0"C4 LEVEL 01 PHASING PLAN 3/64" = 1'-0"A1 LEVEL 02 PHASING PLAN 3/64" = 1'-0"A4 LEVEL 03 PHASING PLAN GENERAL NOTE: OWNER WILL REMOVE FURNITURE, BOOKS, AND OTHER ITEMS PRIOR TO CONSTRUCTION. PHASE 1.1 - • REMODEL BASEMENT LEVEL IN AREA 'A' (WEST WING) • MOVE LIBRARY OUT OF LEVELS ONE THROUGH THREE • CREATE SOUTH ENTRANCE OF AREA 'B' (EAST WING) PHASE 1.2 - • REMODEL LEVELS ONE, TWO AND THREE IN AREA 'A' • CREATE LEVEL THREE OPENING IN MIDDEL STAIRWELL PHASE 1.3 • REMODEL MIDDLE STAIRWELL AREA 'A' PHASE 2 • REMODEL LEVELS ONE AND TWO OF AREA 'B', INCLUDING THE BREEZEWAY CONNECTION BETWEEN THE TWO AREAS. MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER TOILET PAPER HOLDER SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER BABY CHANGING STATION TOILET SEAT COVERS DISPENSER WASTE RECEPTACLE FIRE EXTINGUISHER CABINET HAND DRYER TO R E F L E C T I V E SU R F A C E TO D I S P E N S E R TO D I S P E N S E R / H A N D L E TO O P E N , F L A T SU R F A C E O F B E D NOTES: 1. WHERE SHOWN, 48" MAX HEIGHT SHALL BE MEASURED FROM FLOOR TO ANY HIGHEST OPERABLE PART 2. PROVIDE BLOCKING FOR ALL EQUIPMENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 3' - 4"MAX 3' - 6" 4' - 0"MAX 15" MIN 2' - 0" 2' - 6"4' - 0"MAX 2' - 10" 4' - 0"MAX TO TOP OF OPENING 4' - 0"MAX 4' - 0"MAX 4' - 0" TO D I S P E N S E R / H A N D L E 4' - 0"MAX TRASH CHUTE DOOR 1' - 2" 1' - 0" 3'-2" MIN 4' - 0"MAX TOWEL BARS LOCKER CONTROLS 15" MIN - 48" MAX TO TOP OF ACCESSIBLE ACCESSIBLE LOCKER FIRE CABINET CUPS COAT HOOKS TOP LOCKER SHELF: 46" MAX. AFF BOT. LOCKER SHELF: 15" MIN. AFF NON ACCESSIBLE LOCKER 2x4 TOP EDGE MID RAIL 4x4 POSTS 4'-0" O.C. 2x6 CROSS ROOF SUPPORTS 4'-0" O.C. 3/4" CDX PLYWOOD 1/2" CDX PLYWOOD SHEATHING NAILED TO 2x4 RAILS 2x4 MID AND BOTTOM RAIL 2x4 TOP RAIL 2x4 TOP EDGE MID RAIL 8' - 5" 4x4 POSTS 4'-0" O.C. 2x6 CROSS ROOF SUPPORTS 4'-0" O.C. 3/4" CDX PLYWOOD 1/2" CDX PLYWOOD SHEATHING NAILED TO 2x4 RAILS 2x4 MID AND BOTTOM RAIL 2x4 TOP RAIL 4' - 0" 9' - 0" 2' - 6"MIN 4' - 0"MIN 2' - 0"2' - 0" CR PU SH TO OP EN 4' - 0"MAX ELEVATIONPLAN SILICONE CAULK CONT. FLANGE TRIM KIT KFTK125 & KXFTK125 FRAMING AS SCHEDULED GRAB BAR WHERE SCHEDULED LATEX CAULK (PAINTABLE) BLOCKING CURVED SHOWER ROD TUB/SHOWER INSERT SILICONE CAULK CONT. FLANGE TRIM KIT KFTK125 & KXFTK125 5/8" WATER RESISTANT TYPE 'X' GYP BD LOCTITE: POWER GRAB CONST. ADHESIVE LATEX CAULK (PAINTABLE) PLAN / JAMBELEVATION - TOP OF SHOWER OR TUB/SHOWER INSERT TUB/SHOWER INSERT LOCTITE: POWER GRAB CONST. ADHESIVE 5/8" WATER RESISTANT TYPE 'X' GYP BD ACCESSIBLE UNIT TUB CONTROL SIDE BACK WALL HEAD ACCESSIBLE UNIT ROLL-IN SHOWER BLOCKING REQUIREMENTS: TUB AT ACCESSIBLE AND TYPE B UNITS CONTROL SIDE BACK/CONTROL WALL BLOCKING REQUIREMENTS: ROLL-IN SHOWER AT ACCESSIBLE AND TYPE B UNITS BACK WALL HEAD END WALL END/SEAT WALL ROLL-IN SHOWER PLAN CONTROL VALVE CAN BE ANYWHERE IN THIS SQUARE, COORDINATE W/ MANUF INSTRUCTIONS TUB PLAN FLOOR CLEARANCE TRANSFER TYPE SHOWER PLAN ℄ CONTR OL WALL ℄ SEAT WALL ℄ BACK WALL BACK WALL DRAIN ℄ BACK WALL CONTROL WALL DRAIN ℄ BACK WALL RECESSED SOAP DISH SLIDING SHOWER HEAD CONTROL VALVE BOUNDARY EXTENTS ACCESSIBLE UNIT TRANSFER TYPE SHOWER OPP NOTE: SHOWER MIXING VALVE SHALL HAVE A TEMPERATURE CONTROL REGULATOR TO PREVENT SCOLDING AS REQUIRED BY CODE ALL WET WALLS NEED TO COMPLY WITH ASTM #D3273 BEHIND ALL TUB/SHOWER ENCLCOSURES VARIES 5' - 0" 6' - 4" 5' - 0" VARIES 4' - 0"MIN 6"MAX 6" MAX 38" MIN 2' - 0" 38" MIN 2' - 6"MAX 2' - 0"MIN FLOOR CLEARANCE SHOWER HEAD TUB SPOUT 5' - 0" 2' - 0"MIN 38" MIN 2' - 6"MAX 33" - 3' - 0" 6" MAX 33" - 2' - 10" 24" MIN 12" MAX 8" - 10" VARIES 8" - 10" 12" MIN TRANSFER SEAT 17" - 1' - 7" 5"MIN. 3" - 6" 1' - 6" SHOWER HEAD VARIES 8" - 10" 33" - 2' - 10" 5" 5' - 0"TILE HEIGHT 48" MAX 4" MAX 24" MIN 2" BAR IS OMITTED IF BUILT IN TRANSFER SEAT IS INSTALLED SLIDING SHOWER HEAD 5" TILE HEIGHT 6' - 4" 6" MAX END WALL CONTROL VALVE BOUNDARY EXTENTS BACK/CONTROL WALL MAX 1' - 6" 38" MIN 1' - 9"- 24" 6" -8" 8" 2' - 10" 3' - 2"MIN 8" 2' - 6"MAX 8" 2' - 6"MAX 8" DRAIN DRAIN DRAIN RECESSED SOAP DISH 38" - 44" RECESSED SOAP DISH 3' - 2"- 48" GRAB BAR SHALL NOT EXTEND OVER SEAT 1' - 6" SHOWER SEAT (INCLUDED IN SPECIFICATION; IF NO SHOWER SEAT PROVIDED, INCLUDE ADDITIONAL GRAB BARS OVER SEAT AREA PER DRAWINGS) 30" MIN CONTROL SIDE 24" MIN6" MAX 15"-16" 22"-23" 1 1/2"MAX 2' - 6" FLOOR CLEARANCE 60" MIN LENGTH OF SHOWER 5' - 0" 2' - 6" BAR IS OMITTED IF BUILT IN TRANSFER SEAT IS INSTALLED 12" MIN 12" MAX24" MIN12" MAX 24" MIN CONTROL SIDE 15"-16" 22"-23" 14" - 15" 2 1/2" MAX 1 1/2"MAX 2' - 6" LENGTH OF TUB 16" MIN 27" MAX ABOVE GRAB BAR 48" MAX 33" - 36" 12" MAX24" MIN 33" - 36" 6" MAX 6' - 4" 38" MIN 2' - 6"MAX SLIDING SHOWER HEAD END/SEAT WALL TUB SPOUT CONTROL VALVE CAN BE ANYWHERE IN THIS SQUARE, COORDINATE W/ MANUF INSTRUCTIONS VARIES 5' - 0" 5' - 0" VARIES 4' - 0"MIN 6"MAX 6" MAX 38" MIN 2' - 0" SHOWER HEAD TUB SPOUT 5' - 0" 2' - 0"MIN 38" MIN 2' - 6"MAX BLOCKING REQUIREMENTS: TUB AT TYPE A & B UNITS CONTROL SIDE BACK WALL HEAD 38" MIN 1' - 9"- 24" 6" -8" 8"8" 2' - 6"MAX CONTROL VALVE CAN BE ANYWHERE IN THIS SQUARE, COORDINATE W/ MANUF INSTRUCTIONS ℄ 5' - 0" TUB PLAN BAR IS OMITTED IF BUILT-IN TRANSFER SEAT IS INSTALLED MAX 12"24" MIN MAX 12" CONTROL SIDE 15"-16" 22"-23" 14" - 15" 2 1/2" MAX LENGTH OF TUB FLOOR CLEARANCE 33" - 2' - 10" 24" MIN 12" MAX 8" - 10" VARIES 8" - 10" VARIES 12" MIN TRANSFER SEAT 17" - 1' - 7"TUB SPOUT 5"MIN. 3" - 6" 1' - 6" SHOWER HEAD W/ 60" HOSE VARIES 8" - 10" 33" - 2' - 10" 5" 48" MAX 4" MAX 24" MIN 2" TUB AT TYPE A UNIT BAR IS OMITTED IF BUILT IN TRANSFER SEAT IS INSTALLED CONTROL SIDE BACK WALL HEAD MAX 1' - 6" DRAIN DRAIN RECESSED SOAP DISH 3' - 2"- 48" 5' - 0"TILE HEIGHT 5' - 0"TILE HEIGHT NOTE: - SHOWER MIXING VALVE SHALL HAVE A TEMPERATURE CONTROL REGULATOR TO PREVENT SCOLDING AS REQUIRED BY CODE - BLOCKING MUST BE PROVIDED FOR ALL UNITS, FOR FUTURE GRAB BARS TOP OF TILE FOR TUB & SHOWER ENCLOSURE CONTROL VALVE CAN BE ANYWHERE IN THIS SQUARE, COORDINATE W/ MANUF INSTRUCTIONS 2' - 6" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G011.1 ADA Guidelines 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/2" = 1'-0"E1 TYPICAL MOUNTING HEIGHTS1 1/2" = 1'-0"C3 TYPICAL PEDESTRIANPROTECTION CORRIDOR1 1/2" = 1'-0"C5 CARD READER VIEW1 3" = 1'-0"D5 TUB / SHOWER INSERT DETAIL 3/8" = 1'-0"A1 SHOWER/TUB GRAB & BLOCKING LOCATION 3/8" = 1'-0"C1 TUB / TUB BLOCKING LOCATIONS NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE 5' - 7"MIN 5' - 8"MIN 3' - 0"MIN 5' - 0"MIN 1' - 4"MIN 3' - 0"MIN 1' - 4"MIN 2' - 0"MIN 10"MAX OVERLAP OF KNEE AND TOE 5' - 0"MIN 2' - 1"MAX OVERLAP OF KNEE AND TOE 8"MIN 8"MIN CIRCULAR TURNING SPACE - NEW BUILDINGS CIRCULAR TURNING SPACE - EXISTING BUILDINGS T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 1 5' - 4"MIN 3' - 2"MIN 5' - 0"MIN 11"MIN 3' - 6"MIN 11"MIN 1' - 10"MIN T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 2 5' - 4"MIN 3' - 4"MIN 5' - 0"MIN 1' - 0"MIN 3' - 4"MIN 1' - 0"MIN 1' - 8"MIN T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 3 ARM BASE BASE ARM T-SHAPED TURNING SPACE - NEW BUILDINGS - OVERLAP SIZE OF CLEAR FLOOR SPACE 2' - 6"MIN EXISTING BLDGS - 48" MIN NEW BLDGS - 4' - 4"MIN 3' - 0"MIN X > 2' - 0" X >1' - 3" 5' - 0"MIN POSITION OF CLEAR FLOOR SPACE FORWARD POSITION OF CLEAR FLOOR SPACE PARALLEL MANUEVERING CLEARANCE IN AN ALCOVE PARALLEL APPROACH MANUEVERING CLEARANCE IN AN ALCOVE FORWARD APPROACH 27" MAX 6' - 8" MINIMUM. 1/2" DIAMETER STEEL GUARDRAIL; FINISH TO MATCH REST OF STAIR SCHEDULED STAIR RE: ENLARGED STAIR PLANS REDUCED VERTICAL CLEARANCE UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH 15 M I N 38 0 48 M A X 12 2 0 48 M A X 12 2 0 44 M A X 11 2 0 >20-25 MAX 510-635 20 MAX 510 (a)(b) 10 MAX 255 12 2 0 48 M A X 15 M I N 38 0 10 MAX 255 12 2 0 48 M A X 34 M A X 86 5 34 M A X 86 5 46 M A X 11 7 0 > 10-24 MAX 255-610 (a)(b) PUSH SIDE 4' - 10"MIN. MIN. 1' - 0" 12" MIN. IF DOOR HAS LATCH AND CLOSER 12" MIN. IF DOOR HAS LATCH AND CLOSER MIN. 1' - 0" MIN. 2' - 8" 4' - 0"MIN. FRONT APPROACHHINGE APPROACH 5' - 0"MIN. 3' - 6"MIN. LATCH APPROACH SWINGING DOORS SWINGING DOORS 3' - 6"MIN. SWINGING DOORS STANDARD HARDWARE DOOR PROVIDED WITH CLOSER & LATCH 22" MIN.5' - 0"MIN. 4' - 0"MIN. 1' - 6"MIN. 4' - 0"MIN. 4' - 0" MIN. 1' - 0"MIN. 8" MAX2' - 0"MIN.4' - 6"MIN. 5' - 0"MIN. 3' - 0"MIN. 3' - 6"MIN. 1' - 10"MIN. 3' - 6"MIN. 1' - 6"MIN. 5' - 0"MIN. 8" MAX 5' - 0" MIN.5' - 0" MIN. BETWEEN HANDRAILS 3' - 0"MIN. 5' - 0" MIN. 1' - 0"1' - 0" 5' - 0" MIN. 1' - 0" DOWN DOWN 3' - 0" MIN. LANDINGLANDING RAMP RUN RAMP RUN 1:12 MAX SLOPE (8%) NOTES: A. RAMP DETAILS ARE SHOWN AS CODE MINMUM REQUIREMENTS. ACTUAL CONDITIONS MAY VARY. SEE SITE PLAN AND DETAILS B. CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING C. RAMP RUNS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS 1:48 MAX SLOPE (2%) LANDING CONTINUOUS HANDRAIL AT INSIDE CORNER OF LANDING 30" MAX VERTICAL RISE [A] STRAIGHT RUN [B] CHANGE IN DIRECTION 30" MAX TYPICAL 3' - 0" 1:48 MAX SLOPE (2%) 1' - 0"HORIZONTAL RUN 1' - 0" 1 12 SECTION VIEW SLOPE MAX RISE 1:8* - 1:10 3" 1:10 - 1:12 6" *SLOPE STEEPER THAN 1:8 IS NOT PERMITTED ESCUTCHEON PLATE; FINISH TO MATCH RAILS & STANCHIONS; SCHEDULED WALL DRINKING FOUNTAIN AND BOTTLE FILLING STATIONS ℄ ℄ CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING FOUNTAINS CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING FOUNTAINS - PRIMARILY FOR CHILDRENS USE EXCEPTION DRINKING FOUNTAIN AND BOTTLE FILLING STATIONS 5"MAX 1' - 3"MIN - ADULT WHEELCHAIR DF SPOUT LOCATION STANDING US DF SPOUT LOCATION 5"MAX 430 - 635 17 - 25 760 2' - 6"min (b) plan(a) elevation 430 - 635 17 - 25 760 30 min (b) planFIG 306.2 TOE CLEARANCE 230 9 150 6 max (a) elevation FIG 306.3 KNEE CLEARANCE 230 9 min 280 11 min 685 27 min SCHEDULED WALL WHEELCHAIR ACCESSIBLE FOUNTAIN CL 1'-3"2'-4 3/8" CL CL CANE DETECTION RAILS 4" MAX 1 2 MAX. 1/2" MAX. 1/4" 1/4" - 1/2" 1 2 LEVEL CHANGE IN FLOOR SURFACE CARPET ON FLOOR SURFACES MAX. 0' - 0 1/2" ALL TRANSITIONS SHALL COMPLY WITH 2009 ICC A117.1 SECTIONS 302 AND 303 STYLE OF COOLER MAY VARY CANE TOUCH APRON; SELECT APRON APPROPRIATE FOR INSTALLED FOUNTAIN MOUNTING HARDWARE PROVIDED WITH APRON 27" MAXIMUM HEIGHT ABOVE FINISH FLOOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G011.2 ADA Guidelines Cont. 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/8" = 1'-0"E1 (ANSI 304) TURNING SPACE1 3/8" = 1'-0"C1 (ANSI 305) CLEAR FLOOR SPACE1 1/2" = 1'-0"A4 (ANSI 307) REDUCED VERTICAL CLEARANCE1 3/8" = 1'-0"D1 (ANSI 308) REACH RANGES1 1/4" = 1'-0"B1 (ANSI 404) DOORS AND DOORWAYS1 1/4" = 1'-0"A1 (ANSI 405) RAMPS1 1 1/2" = 1'-0"C6 ELEVATION - CANE DETECTION AT WATER COOLER 3/8" = 1'-0"C4 (ANSI 602) DF CLEAR FLOOR SPACE1 3/8" = 1'-0"C5 (ANSI 602) DF SPOUT LOCATION1 3/8" = 1'-0"D4 (ANSI 604) TOE / KNEE CLEARANCE1 1" = 1'-0"D6 CANE DETECTION AT WATER COOLER1 12" = 1'-0"A3 ACCESSIBLE FLOOR TRANSITIONS 1" = 1'-0"B5 CANE APRON AT WATER COOLER 68" Min. 58" Min. 18" Min. 60 Min. . . .66" Min. 48" Min. 15" Min 18" Min. 33" Min. 48" Min. . . (a) clear floor space for water closets 60" Min. 48" Min. . (b) clear floor space at bathtubs 30" Min. 15" Min 18" Min. 33" Min. . fig. 7 clear floor space for adaptable bathrooms 48" Min. lavatory without knee space 19" Max. 48" Min.17" Min. lavatory with knee space 30" Min. 30" Min. (c) clear floor space at lavatories 3'-0" 36" Min. 48" Min. 30" Min. (e) clear floor space at shower 30" Min. 48" Min (d) clear floor space at bathtub note: clear floor space beside tub may overlap with clear floor space beneath adjacent fixtures CLCL CL DISPENSER OUTLET LOCATION - PROTRUDING DISPENSER BELOW GRAB BAR 14" MIN 1'-6" MIN SECTION 609.3 1 1/2" MIN 1'-0" MIN 48" MAX 2'-0" MIN 3'-6" MAX 2'-0" MIN 3'-0" MAX DISPENSER OUTLET LOCATION - PROTRUDING DISPENSER ABOVE GRAB BAR 4'-0" MAX 2'-0" MIN 3'-6" MAX DISPENSER OUTLET LOCATION - RECESSED DISPENSER 3'-0" MAX 1'-6" MIN (CHILDREN) 19" MAX (C H I L D R E N ) CHILDRENS DISPENSER OUTLET - EXCEPTION 1'-2" MIN 7" -9" SECTION 609.3 5 1/2" MIN 19" MAX ℄ 1'-0" MAX 3'-6" 3'-3" -41" 4'-6" MIN 1'-6" MIN 3'-3" -41" SECTION 609.4.1 33"- 3'-0" 3'-0" MIN. SECTION 609.4.1 33"- 3'-0" NOTE: FLUSH CONTRILS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET ℄ 3'-6" MIN 6" MAX SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET 1'-0" MIN 3'-6" MIN 34" - 36" 4'-6" MIN 1'-6" MIN 21" - 30" 18" - 27" ℄ POSITION OF CHILDRENS GRAB BARS SIDE WALL VIEW SECTION 604.5.1 16"- 1'-6" 4'-8" MIN 5'-0" MIN 2'-6" MIN 4'-0" MIN SIZE OF CLEARANCE FOR WATER CLOSETAMBULATORY ACCESSIBLE WATER CLOSET 5'-0" MIN 3'-6" MIN 3'-0" MIN 17"-19" 1'-0" MAX 3'-6" 4'-6" MIN 3'-3" MIN TYPICAL WATER CLOSET 5'-0" MIN 3'-0" MIN 2'-8" MIN SIZE OF CLEARANCE FOR WATER CLOSET 5'-0" MIN 3'-6" MIN5'-0" MIN (1) Req'd when 6 or more stalls are provided 1'-0"3'-6" MIN 3'-3" -41" 1'-0" MIN 2'-0" MIN 3'-6" MIN5'-0" MIN 1'-0"3'-6" MIN 3'-3" -41" 1'-0" MIN 2'-0" MIN 4" MAX 5'-0" MIN 4" MAX option 1 option 2 NOTE: FLUSH CONTRILS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET NOTE: FLUSH CONTRILS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET NOTE: FLUSH CONTROLS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET WHEELCHAIR TOILET COMPARTMENT - WALL HUNG CLOSET, ADULT 5'-0" MIN. 4'-8" MIN WHEELCHAIR TOILET COMPARTMENTS ALTERNATE WHEELCHAIR TOILET COMPARTMENT 5'-0" MIN. 4" MAX 4'-8" MIN. 56" MIN 5'-0" MIN. WHEELCHAIR TOILET COMPARTMENT - DOOR SWINGING INTO WHEELCHAIR TOILET COMPARTMENT WHEELCHAIR TOILET COMPARTMENTS FLOOR MOUNTED WATER CLOSET, ADULT - WALL HUNG AND FLOOR MOUNTED WATER CLOSET, CHILDREN 5'-0" MIN. 59" MIN 7'-0" MIN WALL MOUNTED WC - ADULT 59" MIN WALL AND FLOOR MOUNTED WC - CHILDREN FLOOR MOUNTED WC - ADULT DOOR SHALL NOT SWING INTO THE REQUIRED MINIMUM AREA OF THE COMPARTMENT 2'-10" MAX 1'-3" MIN. LAVATORY OR VANITY SINK 2'-3" MIN ACCESSIBLE SINK BOWL 6 1/2" DEEP COUNTER (WHERE OCCURS) 1'-5" NOTE:HOT WATER AND DRAIN PIPES MUST BE CONFIGURED TO PROTECT AGAINST CONTACT. PROVIDE HEAT SHIELDS AND/OR ISOLATION WRAP IN EXPOSED AREAS MIRROR ACCESSIBLE AND TYPE B UNITS: SINK MI N H.C. 1'-5" MAX. STD. 1'-5" - 24" 1'-0" MAX. 18" MIN 2'-10" MAX. 1'-3" MIN URINAL URINAL SCREEN WHERE OCCURS LAVATORY OR VANITY SINK 2'-3" MIN. ACCESSIBLE SINK BOWL 6 1/2" DEEP COUNTER WHERE OCCURS PUSH SPOUT FRONT VIEW SIDE VIEW STAND'G PERSONS SPOUT HT. 38" - 43" PUSH 9" MIN. 2'-3" MIN. 2'-3" MIN. MIN 1'-5" 7 7/8" MIN. 10 7/8" MIN. MIN. 9" 1'-5" BOTTLE FILLING STATION NOTE: HOT WATER AND DRAIN PIPES MUST BE CONFIGURED TO PROTECT AGAINST CONTACT. PROVIDE HEAT SHIELDS AND OR ISOLATION WRAP IN EXPOSED AREAS. 5'-0" MIN. WHEELCHAIR ACCESS. SPOUT HT. 36" MAX Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance (a) elevation adult 150 9 MIN 230 6 MIN PARTITION 6 MIN 150 6 MIN 150 (c) plan 6 MIN (b) elevation children 12 MIN 150 305 PARTITION 1'-0" max 3'-6" MIN 3'-3" - 41" 4'-6" MIN 1'-6" min 3'-3" -41" 2'-9" - 36" 24" MIN 3'-0" PREFERRED 2'-9" - 36" 12" MIN 1'-0" MIN SEAT 1'-5" -19" 2'-6" MAX MAX 1'-0"2'-0" MIN PREFERRED 3'-6" BLOCKING REQUIREMENTS ALL UNITS: TOILET AREA 1'-6" 3'-2" MIN 24" MIN MIN 1'-0" MIN 1'-0"2" - 4" ADDITIONAL REINFORCING AT SIDES RECOMMENDED 2'-2" PREFERRED 1'-7" MIN MIN 1'-7" MIN 3'-0" TOILET PAPER DISPENSER LOCATION ACCESSIBLE UNIT: TOILET 1'-6" 1'-0" MAX 3'-6" 39" - 41" 4'-6" MIN 1'-6" MIN 3'-3" -41" 33"- 3'-0" 3'-0" 33"- 3'-0" 2'-0" MIN 1'-0" MIN 1'-5" -19" 604.10.4 11" - 17" @ CHILDREN'S FACILITIES NOTE: FLUSH CONTROLS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET GRAB BAR PLACEMENT 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G011.3 Accessibility Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"E1 ADA CLEAR FLOOR SPACE 3/8" = 1'-0"D1 (ANSI 604) DISPENSER LOCATION 3/8" = 1'-0"D3 (ANSI 604) GRAB BAR PLACEMENT 3/8" = 1'-0"B1 (ANSI 604) RESTROOM STALL LAYOUT 3/8" = 1'-0"C1 (ANSI 604) WHEELCHAIR ACCESSIBLE COMPARTMENT 3/8" = 1'-0"B6 ACCESSIBLE UNIT - LAVATORY X 3/8" = 1'-0"C4 PLUMBING FIXTURE 3/8" = 1'-0"D5 WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE (ANSI 604) NOT APPLICABLE NOT APPLICABLE 1/2" = 1'-0"A2 (ANSI 604) ACCESSIBLE UNIT - GRAB BAR LOCATIONS 1" RAISED WHITE LETTERS, ON RED BACKGROUND SANDBLASTED, CLEAR ANODIZED ALUMINUM SIGN W/ 4 EPOXY PIN ANCHORS FDC SIGN FIRE DEPARTMENT CONNECTION IN CASE OF FIRE DO NOT USE ELEVATORS USE STAIRWAYS ELEVATOR SIGN - SETON STYLE NO. 25639 OR EQ. 2" LETTERS 1" LETTERS, TYP. UNO 1" LETTERS, TYP. UNO MAXIMUM OCCUPANCY NOT TO EXCEED 370 PERSONS OCCUPANT LOAD SIGN - SETON STYLE NO. 43355 OR EQ. STAIR WOMEN MEN ROOM NAME 315 PICTOGRAMS (SYMBOL) RAISED 1/32" OFF FACE, TYP. 3/4" HIGH LETTERING, RAISED 1/32", TYP. GRADE 2 BRAILLE APPLIED TO FACE, TYP. 315 SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL 3/4" HIGH LETTERING, RAISED 1/32", TYP. GRADE 2 BRAILLE APPLIED TO FACE, TYP. SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL TRANSPARENT, MOLDED POLYCARBONATE UPDATEABLE PANEL 3/4" HIGH LETTERING, RAISED 1/32", TYP. GRADE 2 BRAILLE APPLIED TO FACE, TYP. SIGNAGE LEGEND 3/4" HIGH LETTERING, RAISED 1/32", TYP. GRADE 2 BRAILLE APPLIED TO FACE, TYP. PICTOGRAMS (SYMBOL) RAISED 1/32" OFF FACE, TYP. PICTOGRAM (SYMBOL) RAISED 1/32" OFF FACE, TYP. ROOM NAME 315 SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL 3/4" HIGH LETTERING, RAISED 1/32", TYP. UNISEX SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL 3/4" HIGH LETTERING, RAISED 1/32", TYP. GRADE 2 BRAILLE APPLIED TO FACE, TYP. PICTOGRAMS (SYMBOL) RAISED 1/32" OFF FACE, TYP. 6" 6" 6" 6" 6" 6" 8 1 / 2 " 2 1 / 2 " 8 1 / 2 " 6" 6" 2 1 / 2 " 6 " 2 1 / 2 " 6 " 9" 9" 5" H I G H 1'-0" WIDE 8 1 / 2 " 6" 2 1 / 2 " 6 " 6" WIDE 7" H I G H 1'-0" WIDE 8 1 / 2 " H I G H BRAILLE AREA, TYP 2" OR AS REQ'D 8"± NOTE: -COLOR AS SELECTED BY ARCHITECT -CHARACTER SIZE AND BRAILLE LOCATION PER ANSI A117.1, CH. 7 EXIT SIGN SIGNAGE BY OWNER SIGN 60" MAX 48" MIN ACTIVE LEAF INACTIVE LEAF ACTIVE LEAF ACTIVE LEAF SIGN HEIGHT ABOVE THE FLOOR. TACTILE CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE THE FLOOR. MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FLOOR. MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. (ICC/ANSI 703.3.10) SIGN LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR. THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF. THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES. THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS. SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. SIGNS SHALL BE ON THE NEAREST SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18 INCHES MINIMUM BUY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF THE ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. (ICC/ANSI 703.311) SIGNAGE LOCATIONS WALL CONSTRUCTION ACCESSORY MOUNTED OVER FINISHED WALL GYPSUM BOARD NOTE: 1. TYPICAL BLOCKING REQUIRED BEHIND WALL MOUNTED ACCESSORIES AND EQUIPMENT (OPTION 1) 20 GA x 6" FLAT STEEL BLOCKING. ATTACH W SELF TAPPING PAN HEAD SCREWS (OPTION 3) SISTER 16 GA. STL. STUD ATTACH FIXTURE TO SISTER STUD W/ SELF TAPPING SCREWS OR ANCHORS (OPTION 2) INLAID FIRE RETARDANT WOOD BLOCKING (COMPLY WITH IBC 2006 2303.2) STUDS SHOWN @ 16" O.C. SEE WALL TYPES FOUNTAIN 20 GA x 6" FLAT STEEL BLOCKING 20 GA x 6" FLAT STEEL BLOCKING 16 GA SUPPORT STUD FOR STL. ANGLE BRACING WATER COOLER/ FOUNTAIN PROVIDE FULL VERTICAL BLOCKING AT CENTERLINE OF URINAL NAPKIN TAMPON HAND DRYER 20 GA x 6" FLAT STEEL BLOCKING TYPICAL BLOCKING DETAILS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 G015 Code Required Signage & Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set e ir ir ir 90 95 91 92 93 94 96 97 9 8 95 92 93 94 96 97 98 10 0 90 95 91 92 93 94 96 99 99 13 . 5 ' 11.9' 100 P01 H O R R O C K S E N G I N E E R SN 0 10'20' SCALE: 1" = 10' 1.CONTOURS ARE SHOWN AT 1' INTERVALS. SHEET NOTES WEST ENTRANCE EAST ENTRANCE MC K A Y L I B R A R Y MCKAY LIBRARY DEMOLITION/EXISTING KEY NOTES: EXISTING CONCRETE SIDEWALK TO BE REMOVED EXISTING LANDSCAPE PLANTER TO BE REMOVED (AS NEEDED) EXISTING TREE TO BE GROUND DOWN AND COVERED EXISTING LANDSCAPING TO BE REMOVED (AS NEEDED) EXISTING GUARDRAIL TO BE REMOVED. CUT OFF AT BASE AND TO BE FILLED AND COVERED WITH NON-SHRINK GROUT D01 D02 D03 D04 D05 PROTECT IN PLACE NOTES: EXISTING CONCRETE SIDEWALK EXISTING TREE EXISTING LANDSCAPING EXISTING LIGHT POLE EXISTING LANDSCAPE PLANTER EXISTING BUILDING EXISTING ELECTRICAL BOX EXISTING IRRIGATION BOX EXISTING STORM DRAIN INLET EXISTING HAND RAILING EXISTING RETAINING WALL EXISTING TRELLIS STRUCTURE EXISTING GATE P01 P02 P03 P04 P05 P06 P07 P08 P09 P10 P11 P12 P13 P06 D02 P06 P06 P06 P01 P01 P01 P01 P02 P02 P02 P02 P02 P02 P02 P02 P02 P03 P03 P03 P03 P03 P04 P04 P05 P05 P07 P08 P08 P08 P09P09 D01 D01 D01 D02 D03 D04 APPROX. 220 SF (VERIFY SIZE WITH SITE PLAN) P01 APPROX. 160 SF EXTERIOR CONCRETE IN FRONT OF DOORS; SEE ARCH PLANS FOR INTERIOR CONCRETE REMOVAL APPROX. 270 SF D04D05 D05 P11 P11 P12P12 P11 P11 P11 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 C.2.0 EXISTING CONDITIONS & DEMO ID-LD-4745-22 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET D05 D05 D05 D04D04 D03 D03 D02 D02 D05 D05 20 ' 10.8' D04 D04 D04 D04 P13 BUSHES TO BE REMOVED AS NEEDED 10/31/2022 DN 1 J L M N P Q 1.5 STUDY (MED) 124 STUDY (MED) 125 VESTIBULE 1-F e ir ir ir 90 95 91 92 93 94 96 97 9 8 95 92 93 94 96 97 98 10 0 90 95 91 92 93 94 96 99 99 10.8' 20 ' R4 ' R4 ' 10.9' 12 . 2 ' METOC: 94.80 METOC: 93.53 TOC: 94.17 TOC: 94.57 TOC: 95.16 TOC: 94.96 TOC: 96.01 TOC: 96.01 TOC: 97.06 TOC: 97.38 TOC: 97.38 TOC: 96.69 TOC: 99.39 TOC: 99.50 9.1' R 1 2 0 ' 21.9 ' R 2 0 ' 9' 1 0 ' 9 6 94 94 95 97 METOC: 94.19 METOC: 98.91 METOC: 99.00 METOC: 100.00 METOC: 99.91 METOC: 99.90 99 TOC: 97.48 TOC: 97.48 4.0% 5.0% 4.8% 2.0% 5.7% 6 . 1 % TOC: 97.06 TOC: 96.69 14131211109 1 0 0 16.4' 5. 9 ' 19.1' 11 . 9 ' METOC: 99.63 METOC: 99.73 METOC: 99.70 METOC: 99.90 METOC: 99.90 METOC: 99.63 TOC: 99.76 METOC: 100.00 METOC: 100.00 METOC: 99.70 METOC: 99.73 METOC: 99.53 METOC: 99.50 METOC: 99.62 METOC: 100.10 5. 0 % 1 . 8 % 1 . 8 % RE F . RE F . DN 1 1 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 87 K H F D B A G J LL M M NN PP Q Q E C 2 2 3 3 4 4 5 5 1.5 1.5 6 6 e ir ir ir HANDRAIL HEIGHT, MEASURED ABOVE THE STAIR TREAD NOSINGS, OR FINISH SURFACE OF THE RAMP SLOPE, SHALL BE UNIFORM AND INSTALLED AT 36 INCHES. IBC 2018 - 1014.2 THE HANDRAIL SHALL EXTEND HORIZONTALLY NOT LESS THAT 12 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. IBC 2018 - 1014.6 HANDRAILS WITH A CIRCULAR CROSS SECTION TO HAVE A DIAMETER OF 1 1 2" AND SHALL BE PLAS-COAT COLOR GREY 613. HANDRAIL TO TURN 90° TO CONNECT TO POST SUPPORT 3" SLEEVE TO BE PLACED IN THE CONCRETE. TO BE SEALED WITH AN EXTERIOR NON-SHRINK GROUT 42 " 1' TYP 1' TYP VERTICAL BRACES PLACED AT A 5' MINIMUM DISTANCE AND EQUALLY SPACED. 36 " 36 " SQUARE 1 1 2" X 1 1 2" TOP RAIL INSTALL SKATEBOARD DETERRENT IN CENTER OF RAILING. 1' TYP 1' TYP 97.0' 97.5' 98.0'98.5' 99.0'99.5' ADD BRACE SUPPORT FROM TOP RAIL TO BOTTOM OF HANDRAIL 4" MAX TYP 11 2" SQUARE STEEL SUPPORT POST AND RAIL GUARDRAIL TO BE PLAS-COATED IN COLOR GREY 613, ALL SECTIONS TO BE PRE-FABRICATED 1 2" SQUARE STEEL PIPE BALUSTER EXISTING CONCRETE SEE STRUCTURAL DETAIL 3, SHEET C.3.0 5' - 0" MAX O.C. 3" 3' - 6 " GUARDRAILS TO BE JOINED WITH 3 INCH PLAS-COATED SLEEVE. SLEEVE TO BE SCREWED INTO GUARDRAILS WITH ZINC COATED OR GALVANIZED SCREWS. SCALE: NTS- 1A SECTION 1A - 6" MI N . 3" MIN. 5" GUARDRAIL POST @ 5'-0" MAX SPACING (BY OTHERS) PL 12"x8"x4" w/ (2) 12" Ø SIMPSON SET-3G DRILL & EPOXY ANCHORS, EMBED 3"3" EM B E D NOTES: ALL STEEL ELEMENTS NEED TO BE ZINC COATED OR GALVANIZED TO PROTECT AGAINST CORROSION. 3" MI N . 11 2"5"11 2" 2" 4" 8" GUARDRAIL POST (BY OTHERS) 12" Ø ANCHOR BOLT, TYP FULL LAP 2'-4" FUL L L A P 2'-4" #5 DOWEL @ 12" O.C. 1' - 0 " 4' - 0 " M A X 5' - 0 " M A X 1'-2"10" 2'-0" #4 DOWEL @ 18" O.C. #4 DOWEL @ 18" O.C. #4 BARS @ 12" O.C. DRILL & EPOXY w/ 9" EMBED, TYP 1'-8" STD #4 DOWEL @ 18" O.C. #4 @ 12" O.C., E.F. EXISTING PLANTER WALL EXISTING PLANTER WALL EXISTING PLANTER WALL #4 @ 12" O.C., E.F. #4 BARS @ 12" O.C. DRILL & EPOXY w/ 9" EMBED, TYP ST D 2" CLR TYP 2" CLR TYP 3" CL R 2'-0" 10" H O R R O C K S E N G I N E E R SN 0 10'20' SCALE: 1" = 10' WEST ENTRANCE EAST ENTRANCE MC K A Y L I B R A R Y MCKAY LIBRARY VICINITY MAP MCKAY LIBRARY PROPOSED WEST ENTRANCE PROPOSED EAST ENTRANCE SITE PLAN KEYNOTES INSTALL 6" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED. USE TITAN MIX FROM IMC INSTALL 6" THICK SIDEWALK WITH HYDRONIC HEATING, (WIDTH PER PLAN) PER ISPWC SD-709, 714, 714A, 714B UNLESS OTHERWISE NOTED (SEE MECH. PLANS FOR HYDRONIC HEATING DETAILS). USE TITAN MIX FROM IMC INSTALL CONCRETE END CAP WALL. SEE DETAIL 5, THIS SHEET. END CAP TO MATCH EXISTING PLANTER AESTHETICS. INSTALL CONCRETE STAIRS PER ISPWC SD-713. SEE DETAIL 1, THIS SHEET, FOR ADDITIONAL DETAILS. TIE INTO EXISTING CONCRETE, SAWCUT AS REQUIRED INSTALL LANDSCAPE PER LANDSCAPE PLAN INSTALL HANDRAIL PER UNIVERSITY STANDARDS. SEE DETAIL 1, THIS SHEET INSTALL LIGHT POLE (SEE ELECTRICAL PLANS FOR DETAILS) INSTALL GUARDRAIL PER UNIVERSITY STANDARDS. SEE DETAILS 2 & 3, THIS SHEET. INSTALL CONCRETE STAIRS PER ISPWC SD-713. SEE DETAIL 4, THIS SHEET, FOR ADDITIONAL DETAILS. 01 02 03 04 05 06 07 08 09 10 01 01 01 02 02 03 03 05 05 05 05 05 05 05 05 06 06 04 07 07 09 STEAM LINES & HIGH VOLTAGE ELETRICAL IN AREA, COORD. W/ OWNER FOR EXACT LOCATIONS 08 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 C.3.0 SITE PLAN & GRADING ID-LD-4745-22 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET (2) 3-INCH SLEEVES (COORD. EXACT LOCATION WITH OWNER) 02 09 09 09 09 CONTINUE NEW GUARDRAIL BEYOND PATIO AREA STAMP CONCRETE AT SLEEVE CROSSING ON BOTH SIDES (STAMP PROVIDED BY OWNER) STAMP CONCRETE AT SLEEVE CROSSING ON BOTH SIDES (STAMP PROVIDED BY OWNER) (2) 3-INCH SLEEVES (COORD. EXACT LOCATION WITH OWNER) STAMP CONCRETE AT SLEEVE CROSSING ON BOTH SIDES (STAMP PROVIDED BY OWNER) 0101 02 08 SCALE: 1 C.3.0 STAIR & RAILING NTS SCALE: 2 C.3.0 GUARDRAIL DETAIL NTS SCALE: 3 C.3.0 GUARDRAIL POST CONNECTION DETAIL NTS SCALE: 4 C.3.0 STAIR CONNECTION TO EX. CONCRETE NTS SCALE: 5 C.3.0 PLANTER BOX DETAIL NTS (2) 3-INCH SLEEVES (COORD. EXACT LOCATION WITH OWNER) 10/31/2022 DN 1 J L M N P Q 1.5 STUDY (MED) 124 STUDY (MED) 125 VESTIBULE 1-F e ir ir ir 14131211109 RE F . RE F . DN 1 1 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 87 K H F D B A G J LL MM NN PP QQ E C 2 2 3 3 4 4 5 5 1.5 1.5 6 6 e ir ir ir H O R R O C K S E N G I N E E R SN 0 10'20' SCALE: 1" = 10' WEST ENTRANCE EAST ENTRANCE MC K A Y L I B R A R Y MCKAY LIBRARY VICINITY MAP MCKAY LIBRARY PROPOSED WEST ENTRANCE PROPOSED EAST ENTRANCE 2 3 6 6 1 4 SHRUBS BOTANICAL / COMMON NAME SIZE QTY CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`1 GAL 6 FEATHER REED GRASS EUONYMUS ALATUS `COMPACTUS`5 GAL 4 COMPACT BURNING BUSH PLANT SCHEDULE 77 1 SYMBOL DESCRIPTION QTY PLANTER BED AREA. MATCH EXISTING TOP DRESSING IN 458 SF COLOR, TEXTURE, AND DEPTH. MAINTAIN EXISTING SHOVEL CUT BED LINE REVISE BED LINE, TIE INTO EXISTING EXISTING SHOVEL CUT BED LINE TO REMAIN REPAIR/REPLACE EXISTING TURF SOD AND IRRIGATION. SOD 1,560 SF REMOVED FROM WALKWAY MAY BE REUSED IF APPROVED BY OWNER. ENSURE A MINIMUM OF 4" OF CLEAN TOPSOIL UNDER ALL NEW SOD. CONTRACTOR SHALL REPALCE EXISTING ANNUAL PLANTS IN RAISED PLANTERS AT A 1:1 RATIO FOR THOSE REMOVED OR DISTURBED DURING CONSTRUCTION. COORDINATE WITH OWNER FOR PLANT SELECTION. 1 2 3 4 6 7 REFERENCE NOTES SCHEDULE 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED. 2.PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING. 3.TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 3.1.6" DEPTH IN ALL PLANTER BED AREAS 3.2.4" DEPTH IN ALL TURF SOD AREAS 3.3.4" DEPTH IN ALL NEW SEED AREAS. 3.4.2" DEPTH IN ALL RESTORATION AREAS THAT WERE PREVIOUSLY VEGETATED. 4.LANDSCAPE ROCK AND BARK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER. SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: 4.1.1-2" DIAMETER FRACTURED STONE : 4" 4.2.2-4" DIAMETER FRACTURED STONE: 4" 4.3.STONE LARGER THAN 4" IN DIAMETER: DEPTH SHALL BE TWICE THE DIAMETER OF THE SMALLEST STONE IN THE SPECIFIED GRADATION. 4.4.1-2" COBBLE MULCH: 4" 4.5.2-4" COBBLE MULCH: 6" 4.6.PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES. 5.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 6.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT 7.BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE NECESSARY ADJUSTMENTS. 8.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED ON A REGULAR SCHEDULE DURING THE FIRST GROWING SEASON. 9.THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE OF FINAL ACCEPTANCE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF ALL UNDERGROUND UTILITIES DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION ELEMENTS. SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER. 11.ALL IMPACTED OR NEW LANDSCAPE AREAS SHALL HAVE IRRIGATION REPAIRED BY THE CONTRACTOR TO ENSURE COMPLETE COVERAGE. ADDITIONAL HEADS, PIPING, VALVES, AND TRENCHING MAY BE NECESSARY TO ENSURE COVERAGE WITHOUT OVER-SPRAY ONTO HARDSCAPE AREAS. MATCH EXISTING IRRIGATION TYPE AND MANUFACTURER. 12.CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE HEALTH OF ALL PLANT MATERIAL INCLUDING TURF GRASS, PLANTS, SHRUBS, AND TREES DURING CONSTRUCTION ACTIVITIES. THIS MAY INCLUDE TEMPORARY WATERING TO ENSURE PLANT HEALTH. THIS CARE IS TO BE CONSIDERED INCIDENTAL TO THE LANDSCAPE SCOPE OF WORK AND IS TOT BE COMPLETE AT NO ADDITIONAL COST TO THE OWNER. GENERAL LANDSCAPE NOTES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 L.1.0 LANDSCAPE PLAN ID-LD-4745-22 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 6 STRUCTURAL GENERAL NOTES BASIS OF DESIGN 1.GOVERNING BUILDING CODE...............................................2018 IBC 2.OCCUPANCY CATEGORY.......................................................III 3.LOAD COMBINATIONS: ASD -GRAVITY AND LATERAL.......................................1605.3.1 4.GRAVITY DESIGN: NO CHANGE. ORIGINAL DESIGN 5.LATERAL DESIGN: WIND DESIGN PER ASCE 7-16 ULTIMATE DESIGN WIND SPEED..................................112 MPH EXPOSURE.....................................................................B INTERNAL PRESSURE COEFFICIENT..........................0.18 TOPOGRAPHIC FACTOR...............................................1.00 COMPONENTS AND CLADDING FORCES SHOWN IN DETAIL A4/S003. SEISMIC DESIGN SEISMIC DESIGN PROCEDURE.....................................EQV LATERAL FORCE Ss CHART VALUE............................................................0.369 g S1 CHART VALUE............................................................0.143 g SITE COEFFICIENT FA....................................................1.3 SITE COEFFICIENT FV....................................................1.5 SDS...................................................................................0.319 g SD1...................................................................................0.143 g SITE CLASS.....................................................................C SEISMIC DESIGN CATEGORY.......................................C IMPORTANCE FACTOR Ie...............................................1.25 REDUNDANCY FACTOR..................................................1.00 PORTION OF SNOW LOAD INCLUDED..........................20% BUILDING PERIOD T........................................................0.615 SEC. LATERAL FORCE RESISTING SYSTEM.........................REINFORCED MASONRY/CONCRETE SHEAR WALLS R........................................................................................5 OMEGA.............................................................................2.5 Cd......................................................................................3 Cs.......................................................................................0.064 g GENERAL 1.THE GENERAL CONTRACTOR SHALL: A.BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF WORK. NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN WRITING PRIOR TO CONSTRUCTION FABRICATION. B.VERIFY ALL DIMENSIONS AND ELEVATIONS. COORDINATE ALL DOORS, WINDOWS, NON- BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC. C.FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER THE DRAWINGS. D.COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO THE ARCHITECT AND STRUCTURAL ENGINEER. E.BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. F.REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER. G.COORDINATE AND VERIFY LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND/OR OTHER EQUIPMENT OR DEVICES PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY SUPPORTING STRUCTURE. SUCH LOADS SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY EQUIPMENT INSTALLER. H.COORDINATE AND VERIFY ROOF, FLOOR, AND WALL OPENINGS REQUIRED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR OTHER DRAWINGS PRIOR TO CONSTRUCTION. REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. I.COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 2.CONTRACT DOCUMENTS: A.REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS. B.DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR SHOWN OTHERWISE. C.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. D.INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED. 3.BUILDING CODE COMPLIANCE: A.INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS. ASTM, IBC, AND OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE. 4.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION. THIS SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS. B.SHORING AND SUPPORTING FORM WORK FOR SUSPENDED CONCRETE OR MASONRY MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY ADDITIONAL CONSTRUCTION, STORAGE, AND/OR OTHER LOADS TO WHICH THE MAY BE SUBJECTED. IN NO CASE SHALL THEY BE REMOVED PRIOR TO 7 DAYS. RE-SHORING SHALL BE IMMEDIATELY INSTALLED UPON REMOVAL OF SUCH FORMS AND SHALL REMAIN IN PLACE UNTIL 28 DAYS AFTER PLACING OF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY DESIGN STRENGTH, WHICHEVER IS LONGER. DO NOT REMOVE LARGE AREAS OF SHORING BEFORE STARTING RE-SHORING PROCEDURES. C.NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW. 5.OMISSIONS AND/OR CONFLICTS: A.OMISSIONS IN AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH ANY WORK INVOLVED. B.IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO ADDITIONAL COST TO THE OWNER. 6.MISCELLANEOUS: A.DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL KEEP THE LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN. B.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. C.STAIRS ARE TO BE AS PER THE ARCHITECTURAL DRAWINGS. D.ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. ANY CONFLICTS BETWEEN THESE DOCUMENTS AND OSHA REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. CONCRETE 1.CODES AND STANDARDS: A.CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF: I.ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". II.ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED BY THE IBC. III.ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". 2.MATERIALS: A.CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT. I.USE TYPE I OR II FOR EXPOSURE CLASS S0 II.USE TYPE I OR V FOR EXPOSURE CLASS S1 III.USE TYPE V FOR EXPOSURE CLASS S2 AND S3 B.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. C.WATER SHALL BE POTABLE. D.AIR ENTRAINMENT SHALL CONFORM TO ASTM C260. I.LIMIT AIR CONTENT TO 3% AT TROWEL FINISHED FLOOR SLABS OR FINISH PER ACI302.1R-96 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" WHERE AIR CONTENT IS >3%. E.FLY ASH, CLASS F POZZOLAN SHALL CONFORM TO ASTM C618. F.CALCIUM CHLORIDE SHALL NOT BE USED. G.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A496. H.HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108. I.SILICA FUME (2% TO SUSPENDED PARKING SLABS) SHALL CONFORM TO ASTM C1240 3.MIX DESIGNS: A.ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME. B.LIMIT SLUMP TO 4" MAXIMUM PRIOR TO THE ADDITION OF PLASTICIZERS AND WATER REDUCING ADD MIXTURES. CONCRETE SUPPLIER SHALL INDICATE FINAL SLUMP OF EACH CONCRETE MIX DESIGN. C.CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING: D. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENTITIOUS MATERIAL. E. PEA GRAVEL AGGREGATE AND/OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN REQUIRED TO PROPERLY FILL ALL VOIDS AND/OR FOR WORKABILITY. (CONTRACTORS OPTION). 4.CONSTRUCTION: A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT. B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE. C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO A 1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR. D. GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. E. OPENINGS IN FLOORS AND/OR WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL SIDES OF THE OPENING EQUIVALENT TO THE BARS CUT BY THE OPENING WITH HALF ON EACH SIDE OF THE OPENING OR 2-#5 BARS, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. BARS PARALLEL TO THE PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN. BARS IN THE OTHER DIRECTION SHALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING OR END WITH A STANDARD HOOK. ALSO PROVIDE 2-#5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF EACH OPENING. F.NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT?S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS. G.ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS. 5.FOOTINGS: A.FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION NOTES. B.FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/OR COLUMN ABOVE, TYPICAL UNLESS NOTED OTHERWISE. C.EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF FROST. D.PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS. E.STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL CONSTRUCTION JOINTS ABOVE BY AT LEAST 6 FEET. F.REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND/OR INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND/OR CORNER BARS. G.CONTINUOUS FOOTINGS WITHOUT CONCRETE FOUNDATION WALLS ABOVE SHALL BE REINFORCED WITH A MINIMUM OF 2-#6 LONGITUDINAL TOP BARS IN ADDITION TO REINFORCING SPECIFIED IN THE FOOTING SCHEDULE. AT OPENINGS, PROVIDE (1) #6 TOP BAR FOR EACH FOOT OF FOOTING WIDTH OR PORTION THEREOF, EXTEND 24" BEYOND EDGE OF OPENING, EACH SIDE. H.NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE FOOTING. WHEN CONFLICTS ARISE BETWEEN UNDERGROUND PLUMBING, UTILITIES, ETC., THE FOOTING SHALL BE STEPPED DOWN BELOW THE CONFLICT AND A CONCRETE WALL, PIER, COLUMN ETC., SHALL BE EXTENDED TO THE FOOTING AS REQUIRED. I.BEARING SURFACES FOR FOOTINGS WHICH ARE, OR BECOME, UNDERMINED DURING CONSTRUCTION SHALL BE BACKFILLED WITH A LEAN-MIX CONCRETE (2000 PSI MIN.). 6.SLABS ON GRADE: A.INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, SHALL BEAR ON A 4 INCH MINIMUM LAYER OF FREE-DRAINING GRAVEL, AND SHALL BE REINFORCED WITH #4 BARS AT 18" O.C. BOTH WAYS, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE CHAIRS WITH SAND PLATES FOR PROPER PLACEMENT. B.SLABS ON GRADE SHALL BE SUBDIVIDED BY CONSTRUCTION AND/OR CONTRACTION (CONTROL) JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION. C.SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE. REINFORCING STEEL 1.CODES AND STANDARDS: A.REINFORCING STEEL SHALL COMPLY WITH: I.CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE". II.AMERICAN CONCRETE INSTITUTE "DETAILING MANUAL", ACI 315 (OR SP-66). 2.MATERIALS: A.REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW. I. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE 40 OR ASTM A706, GRADE 60, "LOW-ALLOY STEEL". II. REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60,"LOW-ALLOY STEEL". B.MASONRY JOINT REINFORCING SHALL CONFORM TO ASTM 951 AND SHALL BE MANUFACTURED FROM WIRE WHICH CONFORMS TO ASTM A82. C.MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED STRENGTH OF THE BAR. 3.CONSTRUCTION: A.REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315. B.REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. C.REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC. D.SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND/OR AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN MASONRY, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHALL BE 24 INCHES LONG. DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT. TENSION SPICES SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE. SPLICES IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS. E.BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE- BEND A PREVIOUSLY BENT BAR. F.REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE COVER: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH................................................................3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER........................................................................2" #5 AND SMALLER......................................................................1-1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS, #11 AND SMALLER..................................3/4" BEAMS AND COLUMNS, MAIN REINFORCING OR TIES.........1-1/2" SLABS ON GRADE.....................................................................CENTER OF SLAB G.REINFORCING STEEL IN MASONRY SHALL BE PLACED PRIOR TO GROUTING AND SHALL BE PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTURAL DRAWINGS. IT SHALL BE SECURED AGAINST DISPLACEMENT AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS OR TEN FEET. H.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS. I.EPOXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED. INCREASE LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI. STRUCTURAL STEEL 1.CODES AND STANDARDS: A.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH: I.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-16)", WITH "COMMENTARY". II.AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-10)" EXCLUDING SECTIONS 1.5.1,4.4,7.5.4, AND 7.13.3. III.AMERICAN WELDING SOCIETY (AWS-D1.1) "STRUCTURAL WELDING CODE -STEEL", EXCLUDING ITEMS CONFLICTING WITH AISC REQUIREMENTS. 2.MATERIALS: A.STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A36. RUSSIAN STEEL IS NOT PERMITTED. B.HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE C, WITH A MINIMUM YIELD STRENGTH Fy = 50 KSI. C.STRUCTURAL PIPE SHALL CONFORM TO ASTM ASTM A500, GRADE C, WITH A MINIMUM YIELD STRENGTH Fy = 46 KSI. D.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. ANCHOR RODS SHALL HAVE HEADED STUDS AND SHALL CONFORM TO ASTM F1554. ALL OTHER BOLTS SHALL CONFORM TO ASTM A307 OR BETTER. E.HEADED ANCHOR STUDS AND DEFORMED BAR ANCHORS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. F.ALL MEMBERS AND WELDS WHICH HAVE COMPLETE PENETRATION GROOVE WELDS SHALL MEET THE CHARPY V-NOTCH TOUGHNESS IMPACT TEST OF 20 FOOT POUNDS AT 0 DEGREES FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT. 3.CONSTRUCTION: A.FABRICATION SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP. B.CAMBER IN BEAMS SHALL BE AS INDICATED ON PLANS. C.PROVIDE A SHOP COAT OF PAINT ON ALL STEEL ITEMS, EXCEPT AT AREAS OF WELDING AND/OR BOLTING. D.USE HIGH STRENGTH (8000 PSI MINIMUM AT 28 DAY), NON-SHRINK, LIQUID EPOXY GROUT BENEATH ALL STEEL BASE PLATES AND BEARING PLATES. MIX GROUT WITH SAND OR PEA GRAVEL AS RECOMMENDED BY THE MANUFACTURER. PLACE GROUT AS SOON AS STEEL MEMBER HAS BEEN PROPERLY POSITIONED AND ALIGNED. E.WHERE STRUCTURAL STEEL WIDE FLANGE, PIPE, OR HOLLOW STRUCTURAL SECTIONS ARE EMBEDDED IN CONCRETE OR MASONRY AND REINFORCING BARS BUTT TO IT, DEFORMED BAR ANCHORS OR REINFORCING BARS WITH THE SAME SIZE AND SPACING AS THE ADJACENT REINFORCING BARS, 48 BAR DIAMETERS LONG, SHALL BE WELDED TO THE STRUCTURAL STEEL. THE MANUFACTURER?S WELDING PROCEDURES SHALL BE ADHERED TO. 4.BOLTED CONNECTIONS: A.STEEL TO STEEL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS AND NUTS, UNLESS NOTED OTHERWISE. BOLTS SHALL CARRY THE IDENTIFYING MARK OF THREE (3) RADIAL LINES. B.ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BOLTS AND NUTS CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE. C.BOLTS SHALL BE 3/4"(7/8")DIAMETER, TYPICAL, UNLESS NOTED OTHERWISE. STANDARD SPACING SHALL BE 3" O.C. AND STANDARD EDGE DISTANCE SHALL BE 1.1/2", TYPICAL, UNLESS NOTED OTHERWISE. D.BOLT SHALL BE BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED UNLESS NOTED OTHERWISE. E.BOLTED CONNECTIONS SHALL BE TIGHTENED SNUG TIGHT AND SHALL HAVE WASHERS AS REQUIRED BY AISC UNLESS NOTED OTHERWISE. F.ENLARGING OF HOLES SHALL BE ACCOMPLISHED BY MEANS OF REAMING. DO NOT USE A TORCH ON ANY BOLT HOLES. 5.WELDED CONNECTIONS: A.WELDING AND GAS CUTTING SHALL BE DONE PER AWS. B.WELDERS SHALL BE CURRENTLY CERTIFIED ACCORDING TO AWS. ALL WELDING PROCEDURES SHALL BE PRE-QUALIFIED. WELDERS SHALL FOLLOW WELDING PROCEDURES. C.WELDED CONNECTIONS SHALL BE MADE USING LOW HYDROGEN MATCHING FILLER MATERIAL ELECTRODES, UNLESS NOTED OTHERWISE. D.WELDS SHALL HAVE THE SLAG REMOVED. E.FULL PENETRATION WELDS, SHOP OR FIELD, SHALL HAVE BACKER BARS REMOVED, BE BACK GOUGED, AND REWELDED PER AWS TO HAVE FULL PENETRATION WELD. COMPOSITE STEEL BEAMS 1.STUD SPACING AND PLACEMENT: A.COMPOSITE STEEL BEAMS ARE INDICATED ON THE FRAMING PLANS WITH THE SUFFIX (##). THE NUMBER INSIDE THE PARENTHESES INDICATES THE NUMBER OF STUDS FOR THE BEAM OR SECTION OF BEAM. BEAMS OR SECTION OF BEAMS SHALL HAVE THE STUDS SPACED UNIFORMLY OVER THE BEAM OR SECTION OF BEAM. B.ALL HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A-108. DIMENSIONS SHALL COMPLY WITH AISC. USE 3/4" DIAMETER STUDS. HEADED ANCHOR STUDS SHALL EXTEND 1 1/2" MINIMUM ABOVE THE TOP OF THE STEEL DECK AFTER WELDING. HEADED ANCHOR STUDS SHALL BE APPLIED THROUGH THE METAL DECK TO THE TOP FLANGE OF THE STEEL SECTION OR WELDED DIRECTLY TO THE STEEL SECTION. C.THE MINIMUM ON CENTER SPACING OF STUD CONNECTORS SHALL BE 6 DIAMETERS ALONG THE LONGITUDINAL AXIS OF THE SUPPORTING COMPOSITE BEAM AND 4 DIAMETERS TRANSVERSE TO THE LONGITUDINAL AXIS OF THE SUPPORTING COMPOSITE BEAM. THE MAXIMUM SPACING SHALL NOT EXCEED 36" ON CENTER. 2. BEAM CAMBER: A.COMPOSITE BEAMS SHALL BE CAMBERED AS INDICATED ON THE PLANS BY C=0.00", WHICH DENOTES THE BEAM CAMBER DIMENSION (UPWARD) IN INCHES. B.CAMBER TOLERANCE SHALL BE +1/4", -0". C.CONCRETE TOPPING SLABS SHALL BE SCREEDED TO A CONSTANT THICKNESS. POST-INSTALLED ANCHORS 1.EPOXY ANCHORS: A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED: FOR CONCRETE: SIMPSON SET-XP HILTI HIT-RE 500-V3 HILTI HIT-RE 100 FOR SOLID GROUTED MASONRY: SIMPSON SET HILTI HIT HY 200 FOR UNGROUTED MASONRY: SIMPSON ET HILTI HY 270 B.ANCHOR RODS SHALL BE ASTM A-307, THREADED AND GALVANIZED, AND THE DIAMETER AS INDICATED ON PLAN. C.SCREEN TUBES SHALL BE USED AT UNGROUTED MASONRY UNITS. D.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. E.INSTALLATION OF ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2014 (Section 17.8.2.2). PROOF OF CURENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. F.PER ACI 318-2014 (Section 17.1.2) ADHESIVE ANCHORS SHALL BE INSTALLLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21 DAYS CONSULT ADHESIVE MANUFACTURER. G.IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS AT 45 DEGREES (FAHRENHEIT) OR LESS, AN “ACRYLIC” (COLD WEATHER) ADHESIVE IS REQUIRED –ie DEWALT AC200+, HILTI HY200, SIMPSON AT-XP. 2.MECHANICAL ANCHORS A.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED: SIMPSON TITEN HD HILTI KWIK HUS-EZ B.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. 3.SUBSTITUTES: CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL TO THE ARCHITECT AND STRUCTURAL ENGINEER. 7.SUBMITTALS: A.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING INCORPORATED INTO THE WORK. MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS. MIX DESIGNS FOR EACH TYPE OF CONCRETE. MATERIALS CERTIFICATION FOR ALL MASONRY MATERIALS. REINFORCING STEEL SHOP DRAWINGS. STRUCTURAL STEEL SHOP DRAWINGS. WELDING PROCEDURES AND CERTIFICATIONS. LIGHT GAGE METAL SHOP DRAWINGS. STEEL DECK SHOP DRAWINGS. VENEER TIES AND ANCHORS. B.A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER. C.REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING. REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER. SOILS 1.SOILS REPORT BY: NOT APPLICABLE QUALITY ASSURANCE PLAN FOR STRUCTURE 1.INSPECTION: A.THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707, THE SPECIFICATIONS, AND THE ATTACHED TABLES INCLUDED IN THESE GENERAL NOTES. REINFORCED CONCRETE:DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR SHALL BE ACI-II OR ICC CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. MASONRY: DURING THE PLACING OF ALL MASONRY UNITS, ALL GROUTING PROCEDURES, AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR SHALL BE ICC CERTIFIED. SEE ATTACHED TABLE LABELED LEVEL 1/LEVEL 2 SPECIAL INSPECTION OF MASONRY CONSTRUCTION. BOLTING: ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND/OR EPOXY. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. WELDING: ALL SHOP AND FIELD WELDS. INSPECTOR SHALL BE AWS-QC1 CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION. 2.TESTING: A.THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS. SOILS: COMPACTION OF STRUCTURAL FILL. CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE. MASONRY: STRENGTH OF MORTAR, GROUT, BLOCK, AND PRISMS. BOLTING: PROPER INSTALLATION AND CORRECT TORQUE AND/OR TENSION. WELDING:TYPE, SIZE, LENGTH, AND QUALITY OF ALL SHOP AND FIELD WELDS BY APPROVED METHODS. ULTRASONICALLY TEST ALL COMPLETE PENETRATION WELDS. 3.STRUCTURAL OBSERVATIONS: A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS AT SIGNIFICANT STAGES OF CONSTRUCTION. B.THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE ARCHITECT FOR FURTHER DISTRIBUTION. 4.THE CONTRACTOR SHALL: A.SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL. B.CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER. C.COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND/OR STRUCTURAL OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED OBSERVATIONS. D.PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL. MASONRY 1.CODES AND STANDARDS: A.MASONRY CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES", AND SECTIONS 2103, 2104, AND 2105 OF THE IBC. 2.MATERIALS: A.MASONRY BLOCK SHALL BE LIGHTWEIGHT CONCRETE MASONRY UNITS AND SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI AT 28 DAYS FOR NET AREA. B.MASONRY BRICK SHALL BE CLAY MASONRY UNITS AND SHALL CONFORM TO ASTM C62 , GRADE SW, WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. C.MORTAR SHALL BE TYPE "S" AS DEFINED BY THE IBC AND SHALL CONFORM TO ASTM C270, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. IT SHALL CONSIST OF 1.0 PART PORTLAND CEMENT, 0.25 TO 0.5 PARTS HYDRATED LIME OR PUTTY LIME, AND 3.5 TO 4.5 PARTS SAND. ALL MEASUREMENTS ARE PARTS BY VOLUME. NO ADDITIVES ARE ALLOWED. D.GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. IT SHALL BE OF A FLUID CONSISTENCY AND SHALL CONSIST OF A MINIMUM OF 1.0 PART PORTLAND CEMENT, 2.25 TO 3.0 PARTS SAND, AND MAY CONTAIN AN ADDITIONAL 1 TO 2 PARTS PEA GRAVEL IF GROUT SPACES ARE 4" OR MORE IN EVERY DIRECTION. ALL MEASUREMENTS ARE PARTS BY VOLUME. LIMIT FLY ASH TO 15% OF THE TOTAL CEMENTITIOUS MATERIAL. E.PRISM TESTS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M = 1500 PSI AT 28 DAYS. F.EPOXY SHALL CONFORM TO ASTM C881, TYPES I, II, IV, AND V, GRADE 3, CLASSES B AND C. 3.CONSTRUCTION: A.ALL MASONRY BLOCK SHALL BE STORED UNDER COVER AT THE JOB SITE. B.FACE SHELLS SHALL BE FULLY BEDDED. C.ALL MORTAR JOINTS SHALL BE TOOLED CONCAVE UNLESS NOTED OTHERWISE. D.DO NOT USE MORTAR FOR GROUT. E.DO NOT USE ANY FROZEN MATERIAL. F.PRIOR TO PLACING MASONRY, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. G.GROUT SHALL BE POURED IN ACCORDANCE WITH LOW LIFT PROCEDURES PER ACI 530, TYPICAL, UNLESS NOTED OTHERWISE. H.GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE WORKABILITY IS LOST. I.ALL CELLS WHICH CONTAIN REINFORCING, BOLTS, ANCHORS, ETC., AND AS OTHERWISE SPECIFIED SHALL BE GROUTED SOLID. ALL CELLS WHICH ARE TO BE GROUTED SHALL BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. J.GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. K.HOLES FOR BOLTS IN MASONRY FACE OR END SHELLS SHALL HAVE A DIAMETER TWO INCHES LARGER THAN THE BOLT DIAMETER AND THE HOLE SHALL BE FILLED WITH GROUT. L.NO PENETRATION SHALL BE ALLOWED THROUGH ANY MASONRY BEAM, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT'S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS. M.ALL BOLTS TO BE DRILLED AND EPOXIED SHALL BE INSTALLED IN SOLID MATERIAL. AT CAVITY LOCATIONS GROUT SOLID. ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS. 4.WALLS: A.MASONRY WALLS SHALL BE CONSTRUCTED UTILIZING COMMON RUNNING BOND, TYPICAL, UNLESS NOTED OTHERWISE. B.MASONRY WALLS SHALL BE BUILT AS AN INTEGRAL UNIT AT CORNERS AND INTERSECTIONS. REINFORCING SHALL BE CONTINUOUS AND BACK TO BACK END SHELLS SHALL BE REMOVED IN EACH COURSE. C.MASONRY WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE. WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING (WITHOUT JOINT REINFORCING) 6"1-#5 AT 32" O.C.1-#4 AT 48" O.C. 8"1-#5 AT 32" O.C.2-#4 AT 48" O.C. 10"1-#6 AT 32" O.C.2-#4 AT 48" O.C. 12"1-#7 AT 32" O.C.2-#4 AT 48" O.C. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS. D.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL UNLESS EACH FACE IS SPECIFIED OR UNLESS NOTED OTHERWISE. E.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR FOUNDATION WALL BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE. F.PROVIDE VERTICAL REINFORCING IN GROUTED CELL AT ALL CORNERS AND INTERSECTIONS. G.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING. H.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK. I.HORIZONTAL REINFORCING SHALL OCCUR AT THE TOP AND BOTTOM COURSE OF ALL MASONRY WALLS EXCEPT THE BOTTOM COURSE HORIZONTAL REINFORCING MAY BE OMITTED WHEN THE WALL IS DOWELED TO A CONCRETE FOUNDATION WALL BELOW. J.OPENINGS IN WALLS WHICH EXCEED 24 INCHES IN EITHER DIRECTION SHALL BE REINFORCED WITH A MINIMUM OF 2-#5 BARS IN GROUTED SPACE ON ALL SIDES OF THE OPENING, TYPICAL, UNLESS NOTED OTHERWISE. VERTICAL BARS SHALL EXTEND THE FULL HEIGHT OF THE WALL BETWEEN SUPPORTS. HORIZONTAL BARS SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE EDGES OF THE OPENING. K.PENETRATIONS THROUGH ANY MASONRY WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. L.CONSTRUCTION JOINTS IN REINFORCED MASONRY WALLS SHALL NOT OCCUR AT THE EDGE OF BEAM SUPPORTS AND SHALL BE PROVIDED PER THE ARCHITECTURAL DRAWINGS. M.WHERE HORIZONTAL REINFORCING BARS JOIN CONCRETE WALLS, COLUMNS, OR PILASTERS, REINFORCING SHALL BE CONTINUOUS. ALSO, A KEY SHALL BE PROVIDED BETWEEN THE MASONRY AND THE CONCRETE. FILL KEY WITH GROUT. 5.BEAMS: A.BEAMS SHALL BE BUILT AS AN INTEGRAL PART WITH THE SUPPORT. NO TOOTHING OR DOWELING ONLY WILL BE PERMITTED. MASONRY UNITS WITH ONE END OPEN-ENDED ("A" BLOCKS) SHALL BE USED IN ALL MASONRY BEAMS. BACK-TO-BACK END SHELLS ARE NOT ALLOWED. GROUT ALL MASONRY BEAMS SOLID FOR FULL DEPTH AND WIDTH SHOWN IN MASONRY BEAM SCHEDULE. B.REINFORCING IN THE MASONRY BEAM SCHEDULE IS IN ADDITION TO STANDARD WALL REINFORCING. C.HORIZONTAL REINFORCING BARS IN THE TOP OF THE MASONRY BEAM SHALL BE PLACED IN THE TOP 4 INCHES OF THE BEAM AND SHALL EXTEND A MINIMUM OF 72 BAR DIAMETERS BEYOND THE EDGE OF THE OPENING OR SHALL BE HOOKED IF REQUIRED. D.HORIZONTAL REINFORCING BARS IN THE BOTTOM OF THE MASONRY BEAM SHALL BE PLACED IN THE BOTTOM 4 INCHES OF THE BEAM AND SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE EDGE OF THE OPENING OR SHALL BE HOOKED IF REQUIRED. E.VERTICAL REINFORCING BARS SHALL HOOK AROUND THE BOTTOM HORIZONTAL REINFORCING BARS. THEY SHALL ALSO HOOK AROUND THE TOP HORIZONTAL REINFORCING BARS OR EXTEND INTO THE WALL ABOVE THE MASONRY BEAM A MINIMUM OF 48 BAR DIAMETERS. F.DO NOT SPLICE HORIZONTAL TOP OR BOTTOM BARS, TYPICAL UNLESS NOTED OTHERWISE. G.FOR OPENINGS NOT SHOWN, USE SIMILAR BEAM AS SHOWN IN THAT WALL OR TYPE OF WALL FOR SIMILAR LENGTH OPENINGS. VERIFY WITH THE STRUCTURAL ENGINEER. H.USE THE FOLLOWING MASONRY BEAM SIZES FOR OPENINGS IN NON-BEARING MASONRY WALLS: WIDTH OF OPENING BEAM WIDTH BEAM DEPTH HORIZ. REINF. (FEET)(INCHES)(INCHES) UP TO 4'-0"SAME AS WALL 16 2 # 5 BOTT. UP TO 8'-0"SAME AS WALL 24 2 # 5 TOP & BOTT. UP TO 10'-0”SAME AS WALL 32 2 # 5 TOP & BOTT. FOR WIDER OPENINGS CONTACT THE STRUCTURAL ENGINEER. SEE THE MASONRY BEAM SCHEDULE FOR ADDITIONAL INFORMATION. 6.COLUMNS: A.GROUT JAMBS SOLID FOR FULL HEIGHT OF WALL (FLOOR TO FLOOR AND/OR ROOF) AT SIDES OF OPENINGS; ONE CELL FOR EACH 4'-0" OF SPAN OR PORTION THEREOF. REINFORCE WITH 2- #5 VERTICAL BARS IN EACH GROUTED CELL WITH ONE BAR PLACED AT EACH FACE OF WALL, TYPICAL UNLESS NOTED OTHERWISE. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S001 GENERAL NOTES 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0 WALLS 4000 0.45 145 3/4 - 564 F0,S0,P0,C0 FOOTINGS 4000 0.45 145 1 - 564 F0,S0,P0,C0 INTERIOR MEMBERS TYPE OF MEMBER MIN. STRENGTH @ 28 DAYS (PSI) MAX. W/C (RATIO) DRY WEIGHT (PCF) MAX AGGREGTE SIZE (INCHES) AIR ENTRAIN- MENT (%) MIN. CEMENT PER YARD (LBS) EXPOSURE CLASS CONCRETE MIX DESIGN TABLE STRUCTURAL - DRAWING INDEX STRUCTURAL S001 GENERAL NOTES S101 LEVEL 1 FLOOR FRAMING S102 LEVEL 2 FLOOR FRAMING S103 LEVEL 3 FLOOR FRAMING S401 PENETRATION 1ST FLOOR S402 PENETRATION 2ND FLOOR S403 PENETRATION 3RD FLOOR 10/28/2022 A A B B VIEW A-A VIEW B-B EXISTING MASONRY WALL GROUT CELL SOLID IF NOT SOLID GROUTED 5/8"Ø BOLT EXISTING MASONRY WALL GROUT CELL SOLID IF NOT SOLID GROUTED 5/8"Ø BOLT W/ WASHERS @ 24" O.C. NOTES: 1.ALL LINTEL ANCHOR BOLTS MUST BE INSTALLED IN GROUTED CELLS. IF EXISITING CELL IS NOT GROUTED, CUT OPENING ABOVE ANCHOR BOLT LOCATION AND GROUT SOLID. 2.THE LONG LEG OF ANGLES SHALL BE INSTALLED AT FACE OF WALL. NEW OPENING DOUBLE ANGLE MASONRY LINTEL, SEE SCHEDULE 5/8"Ø BOLTS W/ WASHERS IN GROUTED CELLS @ 24" O.C. AND ONE EACH END DOUBLE ANGLE JAMB COLUMN OR COLUMN, SEE SCHEDULE TYP. 3/16 0' - 1 1/2" NOTES: 1.PROVIDE 1" OF BEARING FOR EACH FOOT OF OPENING, 6" MINIMUM, EACH SIDE. 2.CONTRACT STRUCTURAL ENGINEER FOR ALL LINTELS WITH SPANS GREATER THAN 9 FEET. A A B B VIEW A-A VIEW B-B EXISTING CONCRETE WALL 5/8"Ø BOLT EXISTING MASONRY WALL 5/8"Ø BOLT W/ WASHERS @ 24" O.C. NOTES: 1.ALL LINTEL ANCHOR BOLTS MUST BE INSTALLED IN GROUTED CELLS. IF EXISITING CELL IS NOT GROUTED, CUT OPENING ABOVE ANCHOR BOLT LOCATION AND GROUT SOLID. 2.THE LONG LEG OF ANGLES SHALL BE INSTALLED AT FACE OF WALL. NEW OPENING DOUBLE ANGLE MASONRY LINTEL, SEE SCHEDULE 5/8"Ø BOLTS W/ WASHERS IN GROUTED CELLS @ 24" O.C. AND ONE EACH END DOUBLE ANGLE JAMB COLUMN OR COLUMN, SEE SCHEDULE TYP. 3/16 0' - 1 1/2" FULL DEPTH STIFFENER EACH SIDE OF BEAM. MATCH SINGLE SHEAR PLATE THICKNESS. STEEL BEAM. STEEL COLUMN. SHEAR PLATE. STEEL BEAM. TYP DSW 12" TYP. STEEL BEAM. SINGLE SHEAR STIFFENER. ADD TABS WHERE BEAMS OCCUR. STEEL COLUMN. TYP DSW SINGLE SHEAR PLATE. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE SAME DEPTH. COPE JOIST FLANGES WHERE REQUIRED. 3 SIDES SSW NOTES: 1.BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS 2.BOLT EDGE DISTANCE SHALL BE 1.1/2" MINIMUM AT ALL EDGES. 3.BOLT SPACING SHALL BE 3" MIN. BOLT SPACING MAY BE REDUCED TO 3X BOLT DIAMETER IF REQUIRED FOR A SINGLE ROW OF BOLTS. 4.CHANNELS AND MISCELLANEOUS CHANNELS USE SIMILAR CONNECTION TO SAME DEPTH WIDE FLANGE. 5.EXTEND ANGLED SINGLE PLATES TO ALLOW FOR BOLT CLEARANCE. 6.FOR COLUMN CAP PLATES, SEE TYPICAL STEEL COLUMN CAP PLATE DETAIL. 7.WHERE COLUMNS STOP AT FLOOR OR ROOF FRAMING, BEAM SHALL BEAR ON TOP OF COLUMN AND PROVIDE CAP PLATE ON TOP OF COLUMN, TYP. TYP DSW TYP DSW TYP DSW TYP DSW TYP DSW HORIZ. STIFFENER PLATES TOP AND BOTTOM THICKNESS TO MATCH SPT. TYP DSW TYP DSW SSW 1/4 BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. SINGLE PLATE SINGLE PLATE SINGLE BENT PLATE. EXTEND AS REQ'D TO ACHIEVE BOLT CLEARANCE. 0 ° TO 3 0° O V E R 4 5 ° BEAMS OVER COLUMN SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO COLUMN STIFFENER PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE CONNECTION BEAM TO COLUMN FLANGE SINGLE PLATE CONNECTION BEAM TO COLUMN WEB SINGLE PLATE CONNECTION 0° TO 30°30° TO 45°OVER 45° HSS TUBE COLUMN. WIDE FLANGE COLUMN.WIDE FLANGE COLUMN. BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. 3" TYP. 2.1/2" MAX. SKEWED SINGLE PLATE CONNECTIONS 2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. COLUMN WEB. COPE JOIST FLANGES WHERE REQUIRED. KNIFE PLATE THROUGH COLUMN AT DRAG CONNECTION ONLY 3 " M A X . S P T 4" T Y P . S P T (4) 7/8"Ø BOLTS TYP. (4) 7/8"Ø BOLTS TYP. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE HIGHER. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW RAISED BEAM AT SINGLE PLATE CONNECTION FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE JOIST HANGS BELOW BEAM. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW LOWERED BEAM AT SINGLE PLATE CONNECTION (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. SSW 6" M A X. 4" AT DRAGS S P T 3 1 /2 " M A X .3 0 ° T O 4 5 ° CAP PLATE PER DETAIL CAP PLATE PER DETAIL STEEL BEAM. STEEL COLUMN. TYP DSW BEAM OVER COLUMN SINGLE PLATE CONNECTION (2) 7/8"Ø BOLTS TYP.CAP PLATE PER DETAIL FULL DEPTH STIFFENER EACH SIDE OF BEAM. MATCH SINGLE SHEAR PLATE THICKNESS. 1/4 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S002 SCHEDULES 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 OVER 10' - 0" SEE STRUCTURAL ENGINEER SEE STRUCTURAL ENGINEER SEE STRUCTURAL ENGINEER - - - 8' - 0" TO 10' - 0" L5X3½X 3/8 LLV (2) L4X3X3/8 6' - 0" TO 8' - 0" L4X3X5/16 LLV (2) L4X3X5/16 4' - 0" TO 6' - 0" L4X3X5/16 LLV (2) L4X3X5/16 UP TO 4' - 0" L4X3X1/4 LLV (2) L4X3X1/4 8" CMU 10" CMU 12" CMU 8" CMU 10" CMU 12" CMU CLEAR OPENING DOUBLE ANGLE LINTEL SIZE DOUBLE JAMB COLUMN SIZE LINTELS & JAMBS AROUND NEW OPENINGS IN EXISTING MASONRY WALL 3/4" = 1'-0"S002 C1 LINTELS AND JAMBS FOR NEW OPENINGS IN EXISTING MASONRY WALL L-3 7'-0" TO 9'-0" L6X6X1/2 L-2 5'-0" TO 7'-0" L6X6X3/8 L-1 UP TO 5'-0" L6X6X5/16 MARK CLEAR OPENING ANGLE SIZE NON-BEARING CMU STEEL ANGLE LINTEL SCHEDULE 3/4" = 1'-0"S002 D5 SCHED LINTEL CMU OVER 13' - 0" SEE STRUCTURAL ENGINEER SEE STRUCTURAL ENGINEER SEE STRUCTURAL ENGINEER - - - 10' - 0" TO 13' - 0" (2) L8X4X3/8 LLV (2) L8X4X3/8 LLV (2) L4X3X3/8 (2) L5X5X1/4 8' - 0" TO 10' - 0" (2) L5X3½X 3/8 LLV (2) L5X5X1/4 (2) L4X3X3/8 (2) L5X5X1/4 6' - 0" TO 8' - 0" (2) L4X3X5/16 LLV (2) L5X5X1/4 (2) L4X3X5/16 (2) L5X5X1/4 4' - 0" TO 6' - 0" (2) L4X3X5/16 LLV (2) L5X5X1/4 (2) L4X3X5/16 (2) L5X5X1/4 UP TO 4' - 0" (2) L4X3X1/4 LLV (2) L5X5X1/4 (2) L4X3X1/4 (2) L5X5X1/4 8" 10" 12" 8" 10" 12" CLEAR OPENING DOUBLE ANGLE LINTEL SIZE DOUBLE JAMB COLUMN SIZE LINTELS & JAMBS AROUND NEW OPENINGS IN EXISTING CONCRETE WALL 3/4" = 1'-0"S002 A1 LINTELS AND JAMBS FOR NEW OPENINGS IN EXISTING CONCRETE WALLS 3/4" = 1'-0"S002 A4 SCHED STEEL TO STEEL W36 (11) 7/8" Ø 7/16" 5/16" 1/2" W33 (10) 7/8" Ø 7/16" 5/16" 1/2" W30 (9) 7/8" Ø 7/16" 5/16" 1/2" W27 (8) 7/8" Ø 7/16" 5/16" 1/2" W24 (7) 7/8" Ø 7/16" 5/16" 1/2" W21 (6) 7/8" Ø 7/16" 5/16" 1/2" W18 (5) 7/8" Ø 5/16" 1/4" 3/8" W16 (4) 7/8" Ø 5/16" 1/4" 3/8" W12, W14, C12 (3) 7/8" Ø 5/16" 1/4" 3/8" W8, W10, C8, C10 (2) 7/8" Ø 5/16" 1/4" 3/8" BEAM SIZE NO. BOLTS PER ROW SINGLE SIDED WELD (SSW) DOUBLE SIDED WELD (DSW) SHEAR PLATE THICKNESS (SPT) STEEL TO STEEL CONNECTION SCHEDULE 10/28/2022 1'12 2 0. 6 h 0. 6 h 0.6h 0. 6 h 0. 2 h 0.2h 3 3 3 3 1 2 2 a a 5 4 5 "BOX" ROOF PLAN "BOX" WALL ELEVATION NOTES; 1. a = 10% OF LEAST HORIZONTAL DIMENSION OF 0.4h, WHICHEVER IS SMALLER, BU NOT LESS THAN EIGHER 4$ OF LEAST HORIZONTAL DIMENSION OR 3 FT. 2. h = MEAN ROOF HEIGHT, IN FT, EXCEP THAT EAVE HEIGHT SALL BE USED FOR ROOF SLOPES LESS THAN 10° 3. θ = ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES. 4. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE SURFACES RESPECTIVELY. 5. WALL AND PARAPET FORCES SHALL BE APPLIED INWARD AND OUTWARD AS ALTERNATIVE LOAD CASES. 6. PLAN AND ROOF ARE SKETCHES TO SHOW ZONES OF PRESSURE VARIATION. THEY DO NOT REPRESENT THE ACTUAL BUILDING CONFIGURATIONS. .θ 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S003 INSPECTIONS 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 REINFORCEMENT COMPLYING WITH ASTM A 615 IN SPECIAL MOMENT FRAMES, SPECTION STRUCTURAL WALLS, AND COUPLING BEAMS X VERFY THAT ASTM A 615 REINFORCING STEEL USED IN THESE AREAS COMPLIES WITH ACI 318: 21.1.5.2 BY MEANS OF CERTIFIED MILL TEST REPORTS. IF THIS REINFORCING STEEL IS TO BE WELDED CHEMICAL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318: 3.5.2. FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF POST-TENSIONED TENDONS. ERECTION OF PRECAST CONCRETE X VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED AND BRACED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. PRE-STRESSED CNCRETE X CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT. HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED (SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO IS NOT EXCEEDED. CONCRETE AND SHOTCRETE PLACEMENT X CONCRETE SAMPLING FOR STRENGTH TESTS, SLUMP, AIR CONTENT, AND TEMPERATURE X USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC 1904.3, 1913.2, 1913.3. POST-INSTALLED ANCHORS OR DOWELS X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT, AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL... CONCRETE CONSTRUCTION (IBC 1705.3) ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES CONCRETE CONSTRUCTION (IBC 1705.3 AND 1705.12.1) REINFORCEMENT COMPLYING WITH ASTM A 615 IN SPECIAL MOMENT FRAMES, SPECTION STRUCTURAL WALLS, AND COUPLING BEAMS X VERFY THAT ASTM A 615 REINFORCING STEEL USED IN THESE AREAS COMPLIES WITH ACI 318: 21.1.5.2 BY MEANS OF CERTIFIED MILL TEST REPORTS. IF THIS REINFORCING STEEL IS TO BE WELDED CHEMICAL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318: 3.5.2. FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF POST-TENSIONED TENDONS. ERECTION OF PRECAST CONCRETE X VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED AND BRACED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. PRE-STRESSED CONCRETE X APPLICATION OF PRESTRESSING FORCES AND GROUTING OF BONDED PRESTRESSING TENDONS. CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT. HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED (SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO IS NOT EXCEEDED. CONCRETE AND SHOTCRETE PLACEMENT X CONCRETE SAMPLING FOR STRENGTH TESTS, SLUMP, AIR CONTENT, AND TEMPERATURE X USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC 1904.3, 1913.2, 1913.3. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a. X A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X POST-INSTALLED ANCHORS OR DOWELS. X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. C. INSPECT ALL OTHER WELDS X B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16" X A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 X REINFORCING BAR WELDING REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT, AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL... CONCRETE CONSTRUCTION (IBC 1705.3) ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES CONCRETE CONSTRUCTION (IBC 2015 1705.3) VERIFY THAT HELICAL PILES USED MATCH THE APPROVED SUBMITTAL X RECORD INSTALLATION EQUIPMENT USED, PILE DIMENSIONS, TIP ELEVATIONS, FINAL DEPTH, AND FINAL INSTALLATION TORQUE X HELICAL PILE FOUNDATIONS (IBC 1705.9): PERFORM ADDITIONAL INSPECTIONS FOR CONCRETE ELEMENTS CONCRETE PER IBC 1705.3. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELENTDIAMETERS, LENGTHSMBENTE END-BEARING CAPACITY. RECORD CONCRETE OR GROUT VOLUMES X OBSERVE DRILLING OPERATION AND REPORTING X CAST-IN-PLACE DEEP FOUNDATIONS (IBC 1705.8): PERFORM ADDITIONAL INSPECTIONS FOR STEEL, CONCRETE OR OTHER SPECIALTY ELEMENTS STEEL PER IBC 1705.2, CONCRETE PER IBC 1705.3, SPECIALTY ITEMS PER REGISTERED DESIGN PROFESSIONAL. VERIFY PLACEMENT LOCATION AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT, RECORD TIP AND BUTT ELEVATIONS, AND DOCUMENT ANDY DAMAGE TO ELEMENT X OBSERVE DRILLING OPERATIONS X DETERMINE CAPACITIES AND CONDUCT NECESSARY LOAD TESTS X VERIFY MATERIALS, SIZES AND LENGTHS X DRIVEN DEEP FOUNDATIONS (IBC 1705.7): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES FOUNDATIONS (IBC 1705.7, 1705.8, AND 1705.9) 5. OBSERVE PREPARATION OF GROUT SPECIMENTS, MORTAR SPECIMENS, AND/OR PRISMS G. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS F. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE E. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F (4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F (32.2°C)) C. WELDING OF REINFORCEMENT B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS 4. VERIFY DURING CONSTRUCTION: E. CONSTRUCTION OR MORTAR JOINTS X D. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES X B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORS X A. GROUT SPACE X 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: X F. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X X E. PRESTRESSING TECHNIQUE X D. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES X C. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES X B. CONSTRUCTION OF MORTAR JOINTS X A. PROPORTIONS OF SITE-PREPARED MORTAR X 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: X 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES MINIMUM SPECIAL INSPECTION VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.1.b.3 FOR SELF-CONSOLIDATING GROUT MINIMUM TESTS MASONRY CONSTRUCTION LEVEL B (IBC 2015 1705.4, TBS 402... 3. OBSERVE PREPARATION OF GROUT SPECIMENTS, MORTAR SPECIMENS, AND/OR PRISMS M. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY L. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS K. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X J. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F (4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F (32.2°C)) X I. WELDING OF REINFORCEMENT X H. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION X G. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X F. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE X X E. GROUT SPACE PRIOR TO GROUTING X D. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES X C. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS X B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORS X A. PROPORTIONS OF SITE-MIXED MORTAR, GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X 2. VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: X 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES MINIMUM SPECIAL INSPECTION VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.1.b.3 FOR SELF-CONSOLIDATING GROUT VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND GROUT OTHER THAN SELF-CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITE VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE MINIMUM TESTS MASONRY CONSTRUCTION LEVEL C (IBC 2015 1705.4, TBS 402... BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 X STANDARD BRIDGING X BRIDGING - HORIZONTAL OR DIAGONAL END CONNECTIONS - WELDING OR BOLTED X INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES OPEN WEB STEEL JOISTS AND JOIST GIRDERS (IBC 2015 1705.2.3) DOCUMENT ACCEPTED AND REJECTED CONNECTIONS P D P D TASK DOC. TASK DOC. INSPECTION TASKS AFTER BOLTING (AISC 341-10 TABLE J7-3)QC QA BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O - O - FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O - O - JOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION O - O - FASTENER ASSEMBLIES PLACE IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED O - O - TASK DOC. TASK DOC. INSPECTION TASKS DURING BOLTING (AISC 341-10 TABLE J7-2)QC QA PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS O - O - PRE-INSTALLATION VERIFICATION TESTIN BY INSTALLATION PERSONNEL OPBSERVED FOR FASTENER ASSEMBLIES AND METHODS USED P D O D CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O - O - PROPER BOLTIN PROCEDURE SELECTED FOR BOLT DETAIL O - O - PROPER FASTENERS SELECTED FOR JOINT DETAIL O - O - TASK DOC. TASK DOC. INSPECTION TASKS PRIOR TO BOLTING (AISC 341-10 TABLE J7-1)QC QA SFRS STEEL BOLTING INSPECTION TASKS (AISC 341 J7.1,2,3) VERIFY PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X ALL MATERIALS SHALL BE CHECKED AT EACH LIFT FOR PROPER CLASSIFICATIONS AND GRADATIONS NOT LESS THAN ONCE FOR EACH 10,000 SQUARE-FEET OF SURFACE AREA. VERIFY THAT SUBGRADE HAS BEEN APPROPRIATELY PREPARED PRIOR TO PLACING COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL. VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND MATERIAL X PRIOR TO PLACEMENT OF COMPACTED FILL OR CONCRETE. VERIFY SUBGRADE IS ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY X PRIOR TO PLACEMENT OF CONCRETE. SOILS CONSTRUCTION (IBC 1705.6): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES SOILS CONSTRUCTION (IBC 1705.6) 3/4" = 1'-0"S003 A4 WIND - COMPONENTS AND CLADDING 5 33.3 38.7 PARAPET 4 33.3 24.2 3 -43.7 -37.1 -31.5 -27.8 2 -43.7 -37.1 -31.5 -27.8 1' -19 -19 -16 -16ROOF 1 -33.1 -28 -23.7 -20.8 4 -20.6 -16 WALLS 5 -25.3 -16 <10 50 200 >500 LOCATION TRIBUTARY AREA (ft²) COMPONENET AND CLADDING ULTIMATE DESIGN WIND PRESSURE (PSF) 10/28/2022 LEGEND INDICATES BRACE CONNECTION. INDICATES CONCRETE FILLED STEEL COLUMN, FILL WITH 4000psi SELF CONSOLIDATING CONCRETE.HSS?? CFINDICATES CONCRETE SLAB ON GRADE, SEE PLAN NOTES. INDICATES FRAME ELEVATION VIEW. INDICATES CHANGE IN SLAB ELEVATION AND DEPTH FROM F.S.E. OPEN INDICATES OPENING IN DECK, SEE DETAIL ______. INDICATES CONCRETE WALL, SEE SCHEDULE. 1 Ref SE?-?? INDICATES SPECIAL MOMENT FRAME CONNECTION, SEE DETAIL C1/SE514. INDICATES DRAG CONNECTION, SEE STEEL TO STEEL CONNECTION SCHEDULE. INDICATES CANTILEVER MOMENT CONNECTION, SEE DETAIL _______. INDICATES SNOW DRIFT LOADS TO BE APPLIED TO JOISTS, SEE DRIFT SCHEDULE. INDICATES RECESSED SLAB, SEE ARCH. INDICATES FINISHED FLOOR SLAB ELEVATION. T.F. = ??'-??"INDICATES TOP OF FOOTING ELEVATION. INDICATES TOP OF WALL ELEVATION. INDICATES TOP OF PIER ELEVATION. T.W. = ??'-??" T.P. = ??'-??" INDICATES BAR GRATING SPAN DIRECTION, SEE PLAN NOTES. INDICATES EXPANSION JOINT. CW-?? ??" INDICATES MOMENT FRAME BRACING. INDICATES FOLDING PARTITION. DR-? INDICATES TOP OF STEEL ELEVATION.T.S. = ??'-??" INDICATES WOOD SHEATHING SPAN DIRECTION, SEE PLAN NOTES. SW-X.X-Y INDICATES STEEL STUD SHEAR WALL TYPE (X.X) AND SHEATHING (Y) IF REQUIRED. ARROW INDICATES FACE OF WALL SHEATHING SIDE OF STEEL STUD SHEAR WALL, SEE STEEL STUD SCHEDULES FOR SHEATHING AND NAILING. WW-X.X-Y INDICATES WOOD SHEAR WALL TYPE (X.X) AND SHEATHING (Y) IF REQUIRED. ARROW INDICATES FACE OF WALL SHEATHING SIDE OF WOOD STUD SHEAR WALL WHERE OCCURS, SEE WOOD SCHEDULES FOR SHEATHING AND NAILING. INDICATES MASONRY WALL, SEE SCHEDULE. MW-?? INDICATES DETAIL SECTION VIEW.? SE?-?? ? SE?-??INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT. INDICATES CONCRETE BEAM, SEE SCHEDULE. CB-?? INDICATES MASONRY BEAM, SEE SCHEDULE. MB-?? INDICATES NUMBER OF OF TRIMMER STUDS (T) AND KINGPOSTS (K) F.S.E. = INDICATES CONCRETE PIER (CP), SEE SCHEDULESCP-? INDICATES STEEL HSS (HSS) OR STEEL WIDE FLANGE (W). COLUMN AND BASE PLATE, SEE SCHEDULESBP-?BP-?HSS??W?X??INDICATES STEEL ROOF DECK SPAN DIRECTION AND TYPE, SEE SCHEDULES INDICATES CONCRETE ON METAL DECK SPAN DIRECTION AND TYPE, SEE SCHEDULES. ??-?? ??-??-?? T-K INDICATES DIFFERENT SLAB THICKNESS INDICATES RECESS IN CONCRETE FOUNDATION WALL CW-?? INDICATES NON-BEARING MASONRY WALL. MW-?? SS INDICATES STEP IN WALL F-????'-??"INDICATES CONCRETE FOOTING TYPE AND TOP OF FOOTING ELEVATION. INDICATES CONCRETE FOOTING & FOUNDATION WALL, SEE SCHEDULES FOR SIZE AND REINFORCING. INDICATES ISOLATION JOINT IN SLAB ON GRADE. SEE DETAIL ?" INDICATESMASONRY PIER (MP) OR COLUMN (MC), SEE SCHEDULESM?-?INDICATES MASONRY CHANNEL EMBED PLATE, SEE MASONRY SCHEDULES. MCE-? INDICATES MASONRY BEARING PLATE, SEE MASONRY SCHEDULES. MBC-? INDICATES CONCRETE CHANNEL EMBED PLATE, SEE CONCRETE SCHEDULES. CCE-? INDICATES CONCRETE BEARING PLATE, SEE CONCRETE SCHEDULES. CBP-? INDICATES BEAM WEB OPENING WIDTH- DEPTH-ELEVATION. W-D-E INDICATES OPENING FOR STRONG POINT, SEE ARCH. CS?? INDICATES SIZE/TYPE OF STRAP ABOVE AND BELOW WINDOW/DOOR, SEE TYPICAL STRAPPING OVER WINDOWS/DOORS DETAILHDU?MST??INDICATES STRAP OR HOLD DOWN, SEE HOLD DOWN AND STRAP SCHEDULE ABBREVIATIONS @ AT AB ANCHOR BOLT ABV ABOVE ALT ALTERNATE APPROX APPROXIMATE ARCH ACHITECT BLDG BUILDING BLW BELOW BM BEAM BOT BOTTOM BRG BEARING BTWN BETWEEN CJ CONSTRUCTION /CONTROLJOINT CJP COMPLETE JOINT PENETRATION CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER D.B.DECK BEARING D.B.A.DEFORMED BAR ANCHOR DBL DOUBLE DET DETAIL DIA (Ø)DIAMETER DIAG DIAGONAL DIM DIMENSION DK DECK DN DOWN DWG DRAWING DWL DOWEL E.F.EACH FACE E.J.EXPANSION JOINT E.W.EACH WAY EA EACH EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EXIST (E)EXISTING EXP EXPOSED/ EXPANSION EXT EXTERIOR F.D.FLOOR DRAIN F.F.FINISH FLOOR F.S.E.FINISH FLOOR ELEVATION F.V.FIELD VERIFY FDTN FOUNDATION FIN FINISH FL FLOOR FT FOOT FTG FOOTING GA GAUGE GALV GALVANIZED GLB GLU-LAMINATED BEAM GR GRADE G.S.N.GENERAL STRUCTURAL NOTES HB HORIZONTAL BRIDGING HORIZ HORIZONTAL H.S.A.HEADED STUD ANCHORS HSS HOLLLOW STRUCTURAL STEEL HT HEIGHT I.F.INSIDE FACE IBC INTERNATIONAL BUILDING CODE ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL IN INCHES INSUL INSULATION INT INTERIOR JT JOINT JST JOIST K KIPS -1,000 POUNDS KLF KIPS PER LINEAR FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH LBS POUNDS LF LINEAR FOOT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS NTS NOT TO SCALE O OBSERVE O.C.ON CENTER O.F.OUTSIDE FACE OPNG OPENING OPP OPPOSITE P PERFORM PCF POUNDS PER CUBIC FOOT PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAR FOOT PNL PANEL PP PARTIAL PENETRATION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P/T POST TENSIONED PT POINT REINF REINFORCING REQ'D REQUIRED SFRS SEISMIC FORCE RESISTING SYSTEM SHT SHEET SIM SIMILAR S.O.G.SLAB ON GRADE SQ SQUARE STD STANDARD ST STEEL STIFF STIFFENER STRUCT STRUCTURAL T&B TOP AND BOTTOM T.O.TOP OF TEMP TEMPERATURE T.C.TOP OF CONCRETE T.F.TOP OF FOOTING T.S.TOP OF SLAB T.ST.TOP OF STEEL T.W.TOP OF WALL TYP TYPICAL U.N.O.UNLESSS NOTED OTHERWISE VERT VERTICAL W.P.WORK POINT W/WITH WF WIDE FLANGE WT WEIGHT W.W.F.WELDED WIRE FABRIC YD YARD MEMBER DESIGNATION W12X26 (25) C = 1/2" HSS3X3X1/4 INDICATES SIZE AND TYPE OF BEAM (HSS, WIDE FLANGE, PIPE, ETC.) NUMBER IN PARENTHESES INDICATES NUMBER OF EQUALLY SPACED 3/4" Ø X 3.1/2"SHEAR STUDS UPWARD CAMBER AT MIDSPAN OF BEAM STANDARD STEEL CONNECTION, SEE STEEL TO STEEL CONNECTION SCHEDULE OR SEE PLAN FOR SPECIFIC INSTANCES FILLED TRIANGLE INDICATES MOMENT CONNECTION OPEN TRIANGLE INDICATES CANTILEVERED MOMENT CONNECTION FILLED CIRCLE INDICATES DRAG CONNECTION, ADDITIONAL ROW OF BOLTS REQUIRED, SEE STEEL TO STEEL CONNECTION SCHEDULE INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE MOMENT CONNECTION DETAIL SHEET FOR MOMENT CONNECTION INFORMATION. (2) 1¾x11⅞LVL STEEL BEAMS WOOD INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE STANDARD WOOD CONNECTION DETAILS FOR MORE INFORMATION. LEADING NUMBER IN PARENTHESES INDICATES NUMBER OF PLYS MEMBER WIDTH MEMBER DEPTH MEMBER TYPE (LVL, GLULAM, LSL, ETC.) STEEL JOISTS 18LH05 JOIST DEPTH JOIST TYPE DBP 88DLH 730/375 SPECIAL JOIST SHAPE OR DESIGNATION AS REQUIRED (I.E. DPB = DOUBLE PITCH) JOIST DEPTH JOIST TYPE TOTAL LOAD LIVE/SNOW LOAD INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE PLAN, TRUSS LOADING DIAGRAMS, AND GENERAL NOTES FOR APPROPRIATE LOADS. SEE PLAN FOR MECHANICAL UNIT LOCATIONS EL = 4" BEAM ELEVATION BELOW T.S. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S004 INSPECTIONS 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P PLACEMENT AND INSTALLATION OF STEEL DECK P P INSPECTION TASKS PRIOR TO CONCRETE PLACMENT (TABLE N6.1) QC QA STRUCTURAL STEEL COMPOSITE ELEMENTS (AISC 360 N6.1) COMPOSITE MEMBER SIZE X VERIFY THAT COMPOSIT MEMBER IS THE REQUIRED SIZE. REINFORCING STEEL X VERIFY APPROPRIATE REINFORCEMENT SIZE, SPACING, AND ORIENTATION; THAT IT HAS NOT BEEN RE-BENT IN FIELD; THAT IT IS CORRECTLY TIED AND SUPPORTED; AND THAT REQUIRED STEEL... DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS X PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS X PLACEMENT AND INSTALLATION OF STEEL DECK X STEEL ELEMENTS OF COMPOSITE CONSTRUCTION (TABLE N6.1, AISC 360-10; TABLES J9-1 THRU J9-3, AISC 341-11): H-PILES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE WITHIN THE PROTECTED ZONE OF PILING (SEE TABLE J8-1 OF AISC 341-10). PROTECTED ZONES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE WITHIN THE PROTECTED ZONE (SEE TABLE J8-1 OF AISC... REDUCED BEAM SECTIONS (RBS) X VERIFY CONTOUR AND FINISH AS WELL AS DIMENSIONAL TOLERANCES (SEE TABLE J8-1 OF AISC 341-10). ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL X SHALL BE ON THE PREMISES DURING THE PLACMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY TH... STRUCTURAL STEEL DETAILS X ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,... OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10; TABLES J8-1 & J10-1, AISC 341-10): DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X AFTER BOLTING (TABLE N5.6, AISC 360-10): PRETENSIONED FASTENERS X VERIFY THAT FASTENERS ARE PRTENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY WRENCH PREVENTED FROM ROTATING. SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION. FASTENER ASSEMBLIES X VERIFY THAT FASTENER ASSEMBLIES AR OF SUITABLE CONDITION, PLACED IN ALL HOLES, AND WASHERS ARE POSITIONED AS REQUIRED. - NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-TENSION-INDICATORS,OR TWIST-OFF TYPE TENSION CONTROL METHOD [PER SECTION N5.6(2) OF AISC 360-10]. - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10]. DURING BOLTING (TABLE N5.6-2, AISC 360-10): PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS PRE-INSTALLATION VERIFICATION TESTING X OBSERVE AND DOCUMENT VERIFICATION TESTING BY INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND... CONNECTING ELEMENTS X VERIFY APPROPIRATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET REQUIRMENTS. PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. PROPER FATENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE EXCLUDED FROM THE SHEAR PLANE. FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. CERTIFICATIONS OF FASTENERS X - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10] PRIOR TO BOLTING (TABLE N5.6, AISC 360-10): WELDED JOINTS SUBJECT TO FATIGUE X ACCESS HOLES (FLANGE > 2") X CJP WELDS (RISK CAT. III OR IV) X A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER SECTION N5.5E. CJP WELDS (RISK CAT. II) X ULTRASONIC TESTIN SHALL BE PERFORMED ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN MATERIALS... NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-10): DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT/MEMBER X BACKING AND WELD TABS REMOVED X K-AREA X ARC STRIKES X WELDS MEET VISUAL ACCEPTANCE CRITERIA X SIZE, LENGTH, AND LOCATION OF WELDS X WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED. AFTER WELDING (TABLE N5.4-3, AISC 360-10): WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN PROFILE LIMITATIONS, AND QUALITY OF EACH PASS. WPB FOLLOWED X VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, WEDLING MATERIALS, SHIELDING GAS TYP/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED... ENVIRONMENTAL CONDITIONS X VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION AND TEMPERATURE. CRACKED TACK WELDS X VERIFY THAT WEDLING DOES NOT OCCUR OVER CRACKED TACK WELDS CONTROL AND HANDLING OF WELDING CONSUMABLES X VERIFY PACKAGING AND EXPOSURE CONTROL. USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APROPRIATELY QUALIFIED. DURING WEDLING (TABLE N5.4-2, AISE 360-10): FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL SURFACES, AND TACK WELD QUALITY AND LOCATION. ACCESS HOLES X VERIFY CONFIGURATION AND FINISH. FIT-UP GROOVE WELD X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING, AND BACKING. WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL. VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE CERTIFICATES X PRIOR TO WELDING (TABLE N5.4-1, AISC 360-10): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES STRUCTURAL STEEL (IBC 1705.2.1,1705.11.1, & 1705.12.2) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P INSPECTIONS TASKS AFTER BOLTING (TABLE N5.6-3)QC QA SYSTEMATICALLY FROM THE MOST RIGID PO9INT TOWARD THE FREE EDGES FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE TCSC SPECIFICATION, PROGRESSING O O FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION O O REQUIRED) ARE POSITIONED AS REQUIRED FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF O O INSPECTION TASKS DURING BOLTING (TABLE N5.6-2)QC QA PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHER, AND OTHER FASTENER COMPONENTS O O DOCUMENT FOR FASTENER ASSEMBLIES AND METHODS USED PRE-INSTALLATION VERIFCATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND P O HOLE PREPARATIOIN, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND O O PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF O O FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTNER MATERIALS O P INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1) QC QA STRUCTURAL STEEL BOLTING INSPECTIONS (AISC 360 N5.6-1,2,3) INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. * WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P REPAIR ACTIVITIES P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P K-AREA*P P ARC STRIKES P P - POROSITY - UNDERCUT - WELD SIZE - WELD PROFILES - CRATER CORSS SECTION - WELD/BASE-METAL FUSION - CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA P P SIZE, LENGTH AND LOCATION OF WELDS P P WELDS CLEANED O O INSPECTIONS TASKS AFTER WELDING (TABLE N5.4-3)QC QA - EACH PASS MEETS QUAILITY REQUIREMENTS - EACH PASS WITHIN PROFILE LIMITATIONS - INTERPASS AND FINAL CLEANING WELDING TECHNIQUES O O - PROPER POSITION (F, V, H, OH) - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PREHEAT APPLIED - SHIELDING GAS TYPE/FLOW RATE - SELECTED WELDING MATERIALS - TRAVEL SPEED - SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED O O - PRECIPITATION AND TEMPERATURE - WIND SPEED WITHIN LIMITS ENVIRNOMENTAL CONDITIONS O O NO WELDING OVER CRACKED TACK WELDS O O - EXPOSURE CONTROL - PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES O O USE OF QUALIFIED WELDERS O O INSPECTION TASKS DURING WELDING (TABLE N5.4-2)QC QA OR MEMBER CAN BE IDNTIFIED. STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE. * THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT CHECK WELDING EQUIPMENT O - - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS O O CONFIGURATION AND FINISH OF ACCESS HOLES O O - BACKING TYPE AND FIT (IF APPLICABLE) - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDICATION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - JOINT PREPARATION FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) O O WELDER IDNETIFICATION SYSTEM*O O MATERIAL IDENTIFICATION (TYPE/GRADE)O O MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILIABLE P P WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) QC QA STRUCTURAL STEEL WELDING INSPECTIONS (AISC 360 N5.4-1,2,3) Sheet List Sheet Number Sheet Name S001 GENERAL NOTES S002 SCHEDULES S003 INSPECTIONS S004 INSPECTIONS S101 LEVEL 1 FLOOR FRAMING S102 LEVEL 2 FLOOR FRAMING S103 LEVEL 3 FLOOR FRAMING S401 PENETRATION 1ST FLOOR S402 PENETRATION 2ND FLOOR S403 PENETRATION 3RD FLOOR S501 DETAILS 10/28/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 161.5 A B C D E F G H J K L M N P Q REMOVE MASONRY WALL ALONG GRID 1.5 TO FLOOR ABOVE A1 S501 1 2 2 INDICATES NOTES ARE KEYED ON PLAN. 1.DEMOLISH SUSPENDED SLAB. DO NOT OVERCUT OVER TUNNEL. 2.HIGH DENSITY STORAGE AREA. SEE DETAIL D1/S501 FOR EMBEDING TRACKS INTO SLAB. SEE ARCHITECT FOR NUMBER OF TRACKS AND EXTENT. KEYED SHEET NOTES CONCRETE STEEL 1. GENERAL SHEET NOTES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S101 LEVEL 1 FLOOR FRAMING 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 1/16" = 1'-0"S101 1 Level 1 Overall 10/28/2022 REF. REF. ELECTRICAL ROOM 242 TECH SERV STORAGE 2-E TECH SERVICES 238 SHEET MUSIC 236 LARGE COMPUTER CLASSROOM 234 OPEN COMPUTERS 240 MOTHERS 243 OPEN STUDY 53 PRESS ROOM 226 SPECIAL COLLECTIONS 228 VAULT 228E ARCHIVE 228D INSTRUCTION 2 224 INSTRUCTION 1 222 DCAM 228B OFFICE 228A SCANNER 228C OFFICE 232 STUDY (MED) 216 STUDY (MED) 214 STUDY (MED) 218 CLASSROOM 272 OFFICE 288B OFFICE 288C ENGLISH TRANSITION CENTER 288 STUDY (SM) 204 OPEN TUTORING 254 STUDY SKILLS 252 WRITING CENTER OPEN TUTORING 256 STUDY 269 STUDY 268 STUDY 267 STUDY 266 OFFICE 265 OFFICE 264 STORAGE 270J STUDY 270H JANITOR'S OFFICE 241 PREP / STORAGE 270B CLASSROOM 258 CLASSROOM 260 PREP / STORAGE 256A OFFICE 256B OFFICE 256C OPEN TUTORING CENTER 270 OFFICE 230 OFFICE 202 STUDY (SM) 212 STUDY (SM) 210 STUDY (SM) 208 OFFICE 200 OPEN STUDY 220 ADJUNCT OFFICE 286 TR / COMM. 280 MECHANICAL 2-D CLASSROOM 278 PRE-FUNCTION 270C PRE-FUNCTION 270D PRE-FUNCTION 270E RECEPTION 270A PREFUNCTION 270F I.T. 245 STORAGE 288H STUDY 252B PREP / STORAGE 252G OFFICE 252E STORAGE 252F OFFICE 252D STUDY 252A STUDY 252C MEN'S RESTROOM 247 WOMEN'S RESTROOM 248 STAIR 2-G ELEV 2-H MECH CHASE 2-J STAIR 2-A STAIR 2-B STUDY 270G ELEV 2-R OPEN STUDY 250 MECH 2-C HALL 2-K STAIR 2-P STOR 299 WOMEN'S RESTROOM 284 MEN'S RESTROOM 282 MECH 2-T CLASSROOM 276 CLASSROOM 274 Room 2-S HALL 2-Q HALL 2-U HALL 2-WFAMILY RR 244 STUDY (MED) 206 JANITOR'S CLOSET 249 STUDY 288G STUDY 288F STUDY 288E STUDY 288D STUDY 288A IT 241A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 1.5 1.5 A A B B C C D D E E F F G G H H J JKK L L M M N N P P Q Q 12 4 ' - 8 " 10 2 ' - 0 " 76 ' - 6 " W 1 0 X 1 9 EL = - 5 " MC12X40 EL = -5" W 1 0 X 1 9 EL = - 5 " MC12X40 EL = -5"W 1 8 X 1 3 0 EL = - 2 3 "HSS5X5X1/4HSS5X5X1/4W 1 8 X 1 3 0 EL = - 2 5 "HSS5X5X1/4HSS5X5X1/4S102 A4 PENETRATION IN MASONRY. USE LL6X4X1/4 ANGLE WITH BOLTS AT 48"O.C. BEAR 6" ON EACH END. B4 S501 B4 S501 B4 S501 B4 S501 B4 S501 B4 S501 B4 S501 B4 S501 B4 S501 B4 S501HSS4X4X1/4EXISTING 12" CONCRETE SLAB. 4"Ø HOLES MAY BE CORED AT 4'-0"O.C. FERROUS SCAN TO MISS THE TOP # 6 CROSS BARS SPACED AT 5.5"O.C. HSS6X4X1/4 HSS16X4X1/4 HS S 4 X 4 X 1 / 4 HS S 6 X 4 X 1 / 4 HS S 4 X 4 X 1 / 4 C2 S501 C1 S501 C4 S501 1110 D B 10 10 11 11 B B C C D D - --- _______ 11 2 ' - 1 " W1 8 X 1 3 0 113' - 7" MC12X40 11 3 ' - 7 " L6 X 6 X 3 / 8 11 1 ' - 1 1 " W 1 8 X 1 3 0 11 3 ' - 7 " W1 0 X 1 9 11 3 ' - 7 " W 1 0 X 1 9 11 3 ' - 7 " L6 X 6 X 3 / 8 113' - 7" MC12X40HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4MASONRY WALLS AROUND EXISTING STAIRS MAY BE REMOVED INFILL STAIR PENETRATION WITH 5" TOTAL THICKNESS CONCRETE ON METAL DECK (1.5" "B" DECK). REINFORCE WITH #3 AT 18"O.C. EACH WAY. SEE LEVEL 2 FLOOR FRAMING FOR ADDITIONAL STRUCTURAL SUPPORTS. TOP OF CONCRETE ON METAL DECK ELEVATION = 114'-0" 1110 D B D2 S501 FIELD VERIFY W18 ELEVATION WITH EXISTING FRAMING. D4 S501 D4 S501 D5 S501 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S102 LEVEL 2 FLOOR FRAMING 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 1/16" = 1'-0"S102 B1 Level 2 Overall 1/4" = 1'-0"S102 A4 ENLARGED PLAN - LEVEL 2 10/28/2022 OFFICE 310 OFFICE 312 JUVENILE 300 STORAGE 306 STUDY (MED) 304 STUDY (MED) 302 KIDS PLAY 344C MOTHERS ROOM 344A RESTROOM 344B FAMILY STUDY 344 OPEN STUDY 362 Bridge Connection - BRIDGE CONNECTION 3-A STAIR 1 3-B MENS 368 WOMENS 366 TEST RM 378 STUDY (SM) 330 Janitors Closet 376 OFFICE 322 MAC EQUIP 324A STUDY (LG) 328 STUDY (LG) 326 MAC LAB 324 STUDY (SM) 332 STUDY (SM) 334 STUDY (SM) 336 TEST RM 374 STUDY (SM) 314 STUDY (SM) 316 STUDY (SM) 320 ELECTRICAL 324B ELEC 364 STUDY (SM) 338 STUDY (SM) 340 STUDY (SM) 318 ( QUIET ) OPEN STUDY 342 ELECTRICAL 308 STORAGE 352 TEST RM 380 TEST RM 382 TEST RM 372 TEST RM 370 TEST RM 360 TEST RM 358 TEST RM 356 TEST RM 350 TEST RM 348 TEST RM 346 STAIRS 3-C MECH 3-D MECH CHASE 3-E STAIR 3-F ELEV 3-G MECH CHASE 3-H CIRC DESK OPEN STUDY TYP. TYP. TYP. TYP. SIM. TYP. TYP.TYP. JUVENILE COLLECTION K - 12 BOOKS 310 312 3-B.23-B.1 344A 324 322.1 382 346 354 360 358 356 364 380 378 324A 324B 374 372 370 308 306 314 316 318 320 304 302 332 334 336 338 340 344 344B 348 350 330 326 3-B.5 3-B.6 3-B.7 3-B.8 SF70 SF71SF72 SF73 SF74 SF75 SF76 SF77 SF78 SF79 SF80 SF81 SF82SF83SF84 SF85 SF86 SF87 SF88 SF89 SF90 SF91 OPEN STUDY 383 22.07 22.1910.12 10.12 10.12 10.12 10.12 10.12 10.12 TYP. TILE WIDTH 5' - 4 3/4" 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.1111.11 11.11 11.11 11.11 11.11 11.11 TYP. TYP. TYP. 3-F 3-C 328 4" 1 2 3 4 5 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 1.5 A B C D E F G H J K L M N P QHSS3-1/2X3-1/2X1/4HSS3-1/2X3-1/2X1/4HSS3-1/2X3-1/2X1/4HSS3-1/2X3-1/2X1/4HSS3-1/2X3-1/2X1/4HSS3-1/2X3-1/2X1/412 6 ' - 0 " W1 0 X 2 2 12 6 ' - 6 " W 1 0 X 2 2 12 6 ' - 0 " W1 0 X 2 2 A2 S501 A2 S501 B4 S501 12 5 ' - 1 1 " W 1 0 X 2 2 12 5 ' - 1 1 " W 1 0 X 2 2 B4 S501 B4 S501 INDICATES NOTES ARE KEYED ON PLAN. 1.PROVIDE LINTEL ABOVE NEW DOOR OPENING, SEE NON-BEARING CMU STEEL LINTEL SCHEDULE ON SHEET S002 2.PROVIDE STEEL ANGLES AT NEW OPENING, SEE SCHEDULE ON SHEET S002 KEYED SHEET NOTES GENERAL SHEET NOTES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S103 LEVEL 3 FLOOR FRAMING 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 1/16" = 1'-0"S103 1 Level 3 Area A Framing Plan 2 10/28/2022 REMOVE MASONRY WALL ALONG GRID 1.5 TO FLOOR ABOVE. MASONRY WALLS AROUND EXISTING STAIRS MAY BE REMOVED WITH STAIRS. MASONRY WALL TO BE REMOVED. CAREFULLY REMOVE VENEER (TO BE RE-USED). DEMOLISH WALLS AS REQUIRED. INSTALL VENEER SUPPORT BEAM. INFILL WALL WITH STUD AT EXISTING OPENING ENLARGE FLOOR PENETRATION 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S401 PENETRATION 1ST FLOOR 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 S401 A1 LEVEL 1 PENETRATIONS 3D 10/28/2022 PENETRATION IN MASONRY. SEE LINTEL SCHEDULE. MASONRY WALLS AROUND EXISTING STAIRS MAY BE REMOVED. INFILL STAIR PENETRATION WITH 5" TOTAL THICKNESS CONCRETE ON METAL DECK (1.5" "B" DECK). SEE LEVEL 2 FLOOR FRAMING FOR ADDITIONAL STRUCTURAL SUPPORTS. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S402 PENETRATION 2ND FLOOR 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 S402 A1 LEVEL 2 PENETRATIONS 3D 10/28/2022 PORTION OF CONCRETE WALL TO BE REMOVED. SEE SCHEDULE FOR FRAMING NEW OPENING. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S403 PENETRATION 3RD FLOOR 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 S403 1 LEVEL 3 PENETRATIONS 10/28/2022 3 5/8" STUD WALL, 20 GAUGE. SPACE STUDS 16"O.C. ATTACH CHANNEL TO CONCRETE USING (2) 3/16X1 3/4 SIMPSON TITEN TURBO CONCRETE SCREWS AT 16"O.C. EXISTING CONCRETE WALL EXISTING FLOOR SLAB EXISTING ROOF DECK EXISTING ROOF JOIST 1/4 L2X2X1/4" ANGLE BRACES AT 48" O.C. AND AT STEEL COLUMN 1/2"Ø THREADED RODS AT 24"O. STAGGERED. CUT HOLES IN STEEL BEAM AS REQ'D. COORDINATE WITH FOLDING DOOR SUPPLIER. NEW STEEL BEAM AT SKYFOLD/MODERN FOLD DOOR, SEE PLAN SKYFOLD / MODERN FOLD DOORS WHERE OCCURS, SEE ARCH. 1/4 1/2"X7.5"XCONTINUOUS PLATE OR C8X11.5 (FLANGES TURNED UP). COORDINATE WITH DOOR SUPPLIER. EXISTING ROOF DECK EXISTING ROOF JOIST 1/4 1/2"Ø THREADED RODS AT 24"O. STAGGERED. CUT HOLES IN STEEL BEAM AS REQ'D. COORDINATE WITH FOLDING DOOR SUPPLIER. NEW STEEL BEAM AT SKYFOLD/MODERN FOLD DOOR, SEE PLAN SKYFOLD / MODERN FOLD DOORS WHERE OCCURS, SEE ARCH. 1/4 1/2"X7.5"XCONTINUOUS PLATE OR C8X11.5 (FLANGES TURNED UP). COORDINATE WITH DOOR SUPPLIER. 1 2 L2X2X1/4" ANGLE BRACES AT 48" O.C. AND AT STEEL COLUMN L3X3X1/4" ANGLE BRACES AT TOP CHORD PANNEL POINT L2X2X1/4" BRACE MAY DIRECTLY GO TO TOP CHORD OF ADJACENT JOIST IF SLOPE IS LESS THAN 1:2 1/2"X3"X4" PLATE MID HT OR HIGHER MID HT OR HIGHER L3X3X1/4 EXISTING BRICK VENEER, CMU, REINFORCED CMU. CAREFULLY REMOVE BRICK VENEER TO REUSE ABOVE LINTEL ANGLE. REMOVE CMU AND REINFORCE CMU FOR NEW OPENING. 1/4 L6X4X3/8 BEAM, SEE PLAN 5/16 1.5" B DECK INFILL WITH LIGHT GAUGE STUD WALL, 362S137-33MIL MINIMUM STUDS. SPACE STUDS AT 16"O.C. PROVIDE SLIP TRACK AT TOP. VIEW B-B EXISTING MASONRY WALL GROUT CELL SOLID IF NOT SOLID GROUTED 5/8"Ø TITEN HD BOLT W/ WASHERS AT BOTTOM, BEAM SEAT AND 48" O.C. BETWEEN. VIEW A-A A A B B EXISTING REINFORCED MASONRY WALL 3/16 L6X4X5/16 BY 4" AT BOLT 5/16 3/4"X4.5"X7" CAP PLATE 3/4"X4"X4" BASE PLATE 1' - 0" 0' - 8" INDIVIDUAL RAIL OPTION WHOLE SLAB OPTION 1' - 6" 1' - 0" 0' - 8" 0' - 1 1/2" #3 DOWEL @ 15"O.C. AT EXSITING SLAB. DRILL AND EPOXY, EMBED 4" MINIMUM. #4 BY CONT. #4 @ 18"O.C. EACH WAY. #3 BENT DOWELS UNDER RAILS EXISTING SLAB. HIGH DENSITY STORAGE RAIL, COORDINATE WITH SUPPLIER. 1' - 0" 0' - 1 1/2" 0' - 5" EXISTING ROOF DECK EXISTING FLOOR SYSTEM 1/4 L2X2X1/4" ANGLE BRACES AT 48" O.C. AND AT STEEL COLUMN 1/2"Ø THREADED RODS AT 24"O. STAGGERED. CUT HOLES IN STEEL BEAM AS REQ'D. COORDINATE WITH FOLDING DOOR SUPPLIER. NEW STEEL BEAM AT SKYFOLD/MODERN FOLD DOOR, SEE PLAN SKYFOLD / MODERN FOLD DOORS WHERE OCCURS, SEE ARCH. 3/16 1/2"X7.5"XCONTINUOUS PLATE OR C8X11.5 (FLANGES TURNED UP). COORDINATE WITH DOOR SUPPLIER. 0' - 4 1/2" 1/2"X3"X10" PLATE WITH (2) 5/8"Ø BOLTS. DRILL AND EPOXY 5" MINIMUM. 1/2"X3"X3" "T" PLATE WELDED AT CENTER. 1/2"X3"X4" PLATE MID HT OR HIGHER 1/2"X3.5"X8" BASE PLATE WITH (2) 1/4"ØX1.625" TITEN HD ANCHOR. 1/2"X3.5"X8" CAP PLATE WITH (2) 7/8"Ø BOLTS. 1/4 5/16 STIFFENER PLATE EACH SIDE EXISTING FLOOR (3" SLAB MINIMUM). BEAM, SEE PLAN SEE SCHEDULE FOR STEEL TO STEEL CONNECTION 1/4" BY CONTINUOUS BENT PLATE. OVER LAP CHANNEL BY 1" MINIMUM. 0' - 2 1/2" CONCRETE ON METAL DECK, SEE PLAN. REINFORCE PER PLAN. #3 AT 18"O.C. DRILL AND EPOXY 4" MINIMUM EMBEDMENT EXISTING CONCRETE WAFFLE SLAB FRAMING. FIELD VERIFY EDGE CONDITION. 3/16 2@12 L3X3X1/4, NOT SHOWN, TO SUPPORT METAL DECK. SEE DETAIL C1/S501 FOR ADDITIONAL INFORMATION. 1/4 BEAM, SEE PLAN 1.5" B DECK, NOT SHOWN 0 ' - 8" 0 ' - 1 1 / 2 " SHIM AS REQUIRED 3 SIDES 1/4 3/8" BY 12" BENT PLATE WITH (2) 3/4"Ø TITEN HD, 5" MIN. EMBED. SPACE PLATES 4'-0" MAXIMUM FULL LENGTH OF WF BEAM. SEE D2/S501 FOR SLAB CONNECTION. CHANNEL, SEE PLAN CJP 1/2" PLATE WITH 1/2"X3" STIFFENER ALL AROUND. ALIGN PLATE UNDER WEB OF CHANNEL AND EXTEND STIFFENER PLATES SAME DIRECTION AS CHANNEL FLANGES. SEE D2/S501 FOR SLAB CONNECTION. 1' - 0" 1' - 8" BOLT CONNECTION PER STEEL-STEEL SCHEDULE. FIELD VERIFY. CONTACT STRUCTURAL ENGINEER IF IT NEEDS TO BE 2'-0" OR GREATER. 1' - 0" COLUMN, SEE PLAN, WITH 1"X9"X9" CAP PLATE AND (2) 3/4"Ø BOLTS BEAM, SEE PLAN, WITH 3/8" STIFFENER PLATES EACH SIDE AT COLUMN. 3/16 0' - 8" 0' - 4" 0' - 1 3/4" GUARDRAIL 1/2"X4"X8" WITH (2) 1/2"Ø HILTI KWICK BOLTS, EMBED 3¼" EXISTING CONCRETE WALL HSS1½"X1½"X3/16 GUARDRAIL AT 4'-0" MAXIMUM SPACING. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : TBSE 22129 S501 DETAILS 10/21/2022 Enter address here BYUI McKay Library Remodel Bid set 12242 3/4" = 1'-0"S501 A1 3/4" = 1'-0"S501 A2 TYPICAL FOLDING DOOR NO SCALES501 C1 3/4" = 1'-0"S501 C4 3/4" = 1'-0"S501 D1 HIGH DENSITY SUPPORT 3/4" = 1'-0"S501 B2 TYPICAL FOLDING DOOR - WAFFLE SLAB 3/4" = 1'-0"S501 B4 TYPICAL FOLDING DOOR COLUMN SUPPORT 3/4" = 1'-0"S501 D2 FLOOR INFILL - SIDE 3/4" = 1'-0"S501 C2 3/4" = 1'-0"S501 D4 3/4" = 1'-0"S501 D5 3/4" = 1'-0"S501 B1 GUARDRAIL 10/28/2022 3 1 G J L M N P Q E C 2 3 4 5 STORAGE RM #40 ELEV EQUIP. CUST. STOR.STORAGESTORAGE MECH CHASE BDF CUST.ELEV MEN'S RR WOMEN'S RR BREAK ROOMOFFICE TRAININGSTORAGE IMAGING & STORAGE MECHANICAL ROOM STORAGE STORAGE AIR HANDLING UNITSAIR HANDLING UNITS 02.14 02.12 02.15 02.16 6 02.18 02.13 02.17 02.36 02.43 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED FURNITURE TO BE KEPT AND REUSED BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. REMOVE EXISTING FLOORING (MOSTLY CARPET AND SOME TILE AROUND DESK AREAS, ETC...) AND PREP FOR FLOOR FOR NEW FLOORING. RE: FLOOR PLANS FOR NEW FLOORING. INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE FURNITURE TO BE SOLD BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. N.I.C. EXISTING TUNNEL BELOW 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D100a Level 00 Area A Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS 1/8" = 1'-0"A1 Level 00 Area A Demolition Plan KEY PLAN A B KEYED NOTES 02.12 EXISTING CMU WALL TO BE DEMOLISHED 02.13 EXISTING INTERIOR GYP BOARD PARTITION WALL TO BE DEMOLISHED 02.14 EXISTING HIGH DENSITY SHELVING TO BE REMOVED AND DEMOLISHED, INCLUDING THE BUILT-UP AND TRACK ON TOP OF THE CONCRETE. EXISTING CONCRETE TO BE PROTECTED AND PREPPED FOR NEW FLOORING 02.15 REMOVE AND DISPOSE OF EXISTING DRINKING FOUNTAIN. SEE FLOOR PLANS AND MECHANICAL DRAWINGS. 02.16 EXISTING FIRE EXTINGUISHER AND CABINET TO BE SALVAGED FOR RE-USE 02.17 REMOVE EXISTING DOOR AND PREP FOR LARGER DOOR. SEE NEW FLOOR PLAN. 02.18 EXISTING TILE ON WALL TO BE REMOVED 02.36 REMOVE EXISTING DOOR. NEW DOOR NEEDS TO SWING INTO SPACE. 02.43 DEMO EXISTING GYP BOARD TO PROVIDE POWER AND BLOCKING, SEE FLOOR PLANS. DN 1 G J L M N P Q E C 2 3 4 5 OFFICE ISSUE / 2-DAY CHECK OUT DVD'S RESERVES & MISC. STORAGE OVERSIZE BOOKS COLLECTION OFFICE OFFICE STUDY ROOM OFFICE MAC LAB ELEV MECH. COMMONS READING ROOM MEN'S RR WOMEN'S RR CUSTODIAL STORAGE PC/CLIENT MANAGER COMPUTER SUPPORT STORAGE COMPUTER PC/CLIENT MANAGER ADMIN OFFICE OFFICE OFFICE OFFICE BREAK AREA OFFICE OFFICE OFFICE CD'S VESTIBULE POPULAR BOOKS COLLECTION CO M P U T E R S CO M P U T E R S NEW BOOKS COLLABORATIVE STUDY SPACE STUDY ROOM SECURITY DESK VENDING MACHINES PERIODICALS 1.5 6 2'-4" B5 A311 02.22 02.21 02.20 02.35 02.24 02.25 02.26 02.19 02.27 02.15 02.35 02.37 02.38 02.21 E1 A516 02.44 02.45 02.22 02.46 TYP. 02.45 02.22 02.15 02.35 02.46 02.46 02.4602.46 02.4602.46 B2 A431 02.59 02.58 22.23 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED FURNITURE TO BE KEPT AND REUSED BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. REMOVE EXISTING FLOORING (MOSTLY CARPET AND SOME TILE AROUND DESK AREAS, ETC...) AND PREP FOR FLOOR FOR NEW FLOORING. RE: FLOOR PLANS FOR NEW FLOORING. INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE FURNITURE TO BE SOLD BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. N.I.C. EXISTING TUNNEL BELOW 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D101a Level 01 Area A Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 01 Area A Demolition Plan GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B KEYED NOTES 02.15 REMOVE AND DISPOSE OF EXISTING DRINKING FOUNTAIN. SEE FLOOR PLANS AND MECHANICAL DRAWINGS. 02.19 ALL EXISTING METAL SHELVING TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE. 02.20 ALL EXISTING FURNITURE IS TO BE SALVAGED AND RETURNED TO OWNER FOR SURPLUS/RE-USE. 02.21 REMOVE AND DISPOSE OF EXISTING STOREFRONT SYSTEM 02.22 SAWCUT EXISTING BRICK AND CMU HERE 02.24 REMOVE EXISTING DOOR AND PREP FOR INFILL. SEE FLOOR PLANS AND STRUCTURAL. 02.25 REMOVE AND DISPOSE OF EXISTING GATE SYSTEM 02.26 REMOVE AND DISPOSE OF EXISTING SECURITY DESK 02.27 REMOVE AND DISPOSE OF EXISTING CIRCULATION DESK 02.35 REMOVE EXISTING FIRE CABINET. PATCH AND REPAIR TO MATCH EXISTING WALL. 02.37 DEMO EXISTING CONCRETE FOR HEATED SIDEWALK. SEE CIVIL DRAWINGS. 02.38 REMOVE GRAVEL AND DEMO EXISTING TRAVERTINE CURB. PREP FOR PATCHED FLOOR IN THIS AREA. 02.44 DEMO EXISTING STOREFRONT DOORS. 02.45 REMOVE EXISTING CMU WALL TO PROVIDE TEMPORARY ACCESS TO THE SHAFT DURING CONSTRUCTION. SEE MECHANICAL. 02.46 REFER TO SLAB EDGE PLANS FOR ADDITIONAL FLOOR DEMOLITION FOR ELECTRICAL, PLUMBING, HIGH DENSITY SHELVING, ETC... 02.58 DEMO WALL AS NEEDED TO REPLACE DRINKING FOUNTAIN. PATCH AND REPAIR WALL AS NEEDED. 02.59 EXISTING METAL BASE AT BRICK TO REMAIN. 22.23 ACCESS FROM FRONT SIDE OF WALL AS NEEDED. DO NOT ACCESS FROM BACK SIDE. ALLY CHAIRS 16151413121110987 K H F D B A GENERAL COLLECTION A - F MAPS MICROFILM OFFICE OF FACULTY DEVELOPMENT & MENTORED RESEARCH SECURITY DESK OPEN CLASSROOM / COMPUTERS WOMEN'S RR MEN'S RR LIBRARY SCIENCE CLASSROOM (COMPUTERS) OFFICE OFFICE OFFICE ELEV ELEV EQUIP. MECHANICAL ROOM CUST. ENTRY VESTIBULE OFFICE OFFICE INTERLIBRARY DOCUMENT PROCESSING STORAGE OFFICE SERVICE DESK COMPUTERS 02.31 02.25 02.34 02.15 02.39 02.40 02.22 02.22 02.27 02.26 02.4602.46 02.20 TYP. 16' - 10 1/4" 9 7/8" 02.54 02.56 02.57 02.5002.50 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED FURNITURE TO BE KEPT AND REUSED BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. REMOVE EXISTING FLOORING (MOSTLY CARPET AND SOME TILE AROUND DESK AREAS, ETC...) AND PREP FOR FLOOR FOR NEW FLOORING. RE: FLOOR PLANS FOR NEW FLOORING. INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE FURNITURE TO BE SOLD BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. N.I.C. EXISTING TUNNEL BELOW 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D101b Level 01 Area B Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 01 Area B Demolition Plan KEYED NOTES 02.15 REMOVE AND DISPOSE OF EXISTING DRINKING FOUNTAIN. SEE FLOOR PLANS AND MECHANICAL DRAWINGS. 02.20 ALL EXISTING FURNITURE IS TO BE SALVAGED AND RETURNED TO OWNER FOR SURPLUS/RE-USE. 02.22 SAWCUT EXISTING BRICK AND CMU HERE 02.25 REMOVE AND DISPOSE OF EXISTING GATE SYSTEM 02.26 REMOVE AND DISPOSE OF EXISTING SECURITY DESK 02.27 REMOVE AND DISPOSE OF EXISTING CIRCULATION DESK 02.31 REMOVE EXISTING STAIRWELL, INCLUDING STAIRS, RAILS, AND MASONRY STAIRWELL WALLS. RE: STRUCTURAL 02.34 REMOVE EXISTING DRINKING FOUNTAIN AND SALVAGE FOR FUTURE RE-USE. 02.39 REMOVE EXISTING MASONRY WALLS FOR NEW VESTIBULE. RE: STRUCTURAL 02.40 EXISTING UNDERGROUND TUNNEL. ALL TRADES TO COORDINATE ACCORDINGLY. 02.46 REFER TO SLAB EDGE PLANS FOR ADDITIONAL FLOOR DEMOLITION FOR ELECTRICAL, PLUMBING, HIGH DENSITY SHELVING, ETC... 02.50 DEMO EXISTING GYP BOARD ON BACK SIDE OF RESTROOMS TO REPLACE PLUMBING. 02.54 EXISTING RAILING TO REMAIN. 02.56 REMOVE EXISTING BULLETIN BOARD FRAME AND BULLETIN BOARD MATERIAL, PRESERVE SURROUNDING STONE. 02.57 REMOVE EXISTING RECESSED MAILBOX. BRODY BRODY BRODY BRODY BRODY BRODY BR O D Y BR O D Y BR O D Y BR O D Y BR O D Y BR O D Y BR O D Y JENNY JE N N Y JE N N Y JE N N Y JE N N Y JE N N Y JE N N Y JE N N Y JE N N Y GMC 1 G J L M N P Q E C 2 3 4 5 GENERAL COLLECTION G - Z SPECIAL COLLECTIONS ARCHIVES OFFICE OFFICE DCAM OFFICE TECHNICAL SERVICES 4 EXISTING OFFICES OFFICE MCKAY GALLERY MEN'S RR WOMEN'S RR GRANDIN PRESS DISPLAY ROOM GROUP STUDY ROOMS GROUP STUDY ROOMS COMPUTERS BREAK ROOM CUSTODIAL MAIL ROOM CONFERENCE ROOM ELEV CONFERENCE ROOM OFFICE SPECIAL COLLECTIONS STORAGE COMPUTERS COMPUTERS 1.5 VAULT 6 B5 A311 02.20 02.15 02.35 02.35 02.13 02.49 02.27 02.47 02.35 02.48 TYP. 22.23 02.15 02.58 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED FURNITURE TO BE KEPT AND REUSED BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. REMOVE EXISTING FLOORING (MOSTLY CARPET AND SOME TILE AROUND DESK AREAS, ETC...) AND PREP FOR FLOOR FOR NEW FLOORING. RE: FLOOR PLANS FOR NEW FLOORING. INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE FURNITURE TO BE SOLD BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. N.I.C. EXISTING TUNNEL BELOW 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D102a Level 02 Area A Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 02 Area A Demolition Plan GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B KEYED NOTES 02.13 EXISTING INTERIOR GYP BOARD PARTITION WALL TO BE DEMOLISHED 02.15 REMOVE AND DISPOSE OF EXISTING DRINKING FOUNTAIN. SEE FLOOR PLANS AND MECHANICAL DRAWINGS. 02.20 ALL EXISTING FURNITURE IS TO BE SALVAGED AND RETURNED TO OWNER FOR SURPLUS/RE-USE. 02.27 REMOVE AND DISPOSE OF EXISTING CIRCULATION DESK 02.35 REMOVE EXISTING FIRE CABINET. PATCH AND REPAIR TO MATCH EXISTING WALL. 02.47 GRANDIN PRESS - RELOCATE CAREFULLY, PER OWNERS DESIRED LOCATION AND STORE DURING CONSTRUCTION. 02.48 LARGE PAPER CUTTER TO BE RELOCATED PER OWNERS INSTRUCTIONS DURING CONSTRUCTION. COORDINATE WITH OWNER. 02.49 SALVAGE EXISTING VAULT DOOR FOR RE-USE. 02.58 DEMO WALL AS NEEDED TO REPLACE DRINKING FOUNTAIN. PATCH AND REPAIR WALL AS NEEDED. 22.23 ACCESS FROM FRONT SIDE OF WALL AS NEEDED. DO NOT ACCESS FROM BACK SIDE. 1.5" TALLER 1.5" TALLER OLD STEELCASE OLD STEELCASE GMC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC ATCATCATC 16151413121110987 K H F D B A OFFICEOFFICESTUDYSTUDY STUDY STUDY STUDY STUDY CLASSROOM OFFICE STORAGE STORAGE OFFICE READING CENTER MATH CENTER OFFICE OFFICE OFFICE OFFICE CLASSROOM OFFICE OFFICE OFFICE OFFICE OFFICE STORAGE OFFICE CLASSROOMCLASSROOM OFFICE OFFICE STORAGE OFFICE OPEN TUTORINGOPEN TUTORING / WRITING CENTER OPEN TUTORING 02.31 02.20 02.1302.34 TYP. 02.50 02.50 02.15 22.23 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED FURNITURE TO BE KEPT AND REUSED BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. REMOVE EXISTING FLOORING (MOSTLY CARPET AND SOME TILE AROUND DESK AREAS, ETC...) AND PREP FOR FLOOR FOR NEW FLOORING. RE: FLOOR PLANS FOR NEW FLOORING. INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE FURNITURE TO BE SOLD BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. N.I.C. EXISTING TUNNEL BELOW 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D102b Level 02 Area B Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 02 Area B Demolition Plan KEYED NOTES 02.13 EXISTING INTERIOR GYP BOARD PARTITION WALL TO BE DEMOLISHED 02.15 REMOVE AND DISPOSE OF EXISTING DRINKING FOUNTAIN. SEE FLOOR PLANS AND MECHANICAL DRAWINGS. 02.20 ALL EXISTING FURNITURE IS TO BE SALVAGED AND RETURNED TO OWNER FOR SURPLUS/RE-USE. 02.31 REMOVE EXISTING STAIRWELL, INCLUDING STAIRS, RAILS, AND MASONRY STAIRWELL WALLS. RE: STRUCTURAL 02.34 REMOVE EXISTING DRINKING FOUNTAIN AND SALVAGE FOR FUTURE RE-USE. 02.50 DEMO EXISTING GYP BOARD ON BACK SIDE OF RESTROOMS TO REPLACE PLUMBING. 22.23 ACCESS FROM FRONT SIDE OF WALL AS NEEDED. DO NOT ACCESS FROM BACK SIDE. 1 G J L M N P Q E C 2 3 4 5 JUVENILE COLLECTION K - 12 BOOKS OFFICE SERVICE DESK TEACHERS LEARNING CENTER SECURITY DESK GROUP STUDY GROUP STUDY DI E C U T S COMPUTERS COMPUTERS GROUP STUDY AREA COMPUTER CLASSROOM VIDEO EDITING VIDEO EDITING PHOTO STUDIO PHOTO SERVICES VOLUNTEER CONNECTION ELEV DISABILITY SERVICES CONFERENCE ROOM FACULTY TECHNOLOGY CENTER INSTRUCTIONAL DEVELOPMENT STAGING AREA OFFICE / WORKROOM HELP DESK AREA COMPUTER REPAIR OFFICE MEN'S RR WOMEN'S RR CONFERENCE ROOMOFFICE MUSIC STORAGE RESEARCH & CREATIVE WORKS OFFICE SERVER & STORAGE OFFICE PRINTER ROOM OFFICE OFFICE STORAGE OFFICEINSTRUCTIONAL DEVELOPMENT STAGING AREA OFFICE OFFICE CUSTODIAL OFFICE STORAGE OFFICE STORAGE STORAGE OFFICESPRAY ROOM OFFICE OFFICE OFFICE 1.5 6 02.20 02.26 02.25 02.15 02.35 02.35 02.45 02.22 02.35 02.29 02.30 02.2202.22 12'-11 3/4" 02.27 02.45 02.22 TYP. 22.23 02.60 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED FURNITURE TO BE KEPT AND REUSED BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. REMOVE EXISTING FLOORING (MOSTLY CARPET AND SOME TILE AROUND DESK AREAS, ETC...) AND PREP FOR FLOOR FOR NEW FLOORING. RE: FLOOR PLANS FOR NEW FLOORING. INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE FURNITURE TO BE SOLD BY BYU-IDAHO. CONTRACTOR TO RETURN TO OWNER. COORDINATE WITH OWNER. N.I.C. EXISTING TUNNEL BELOW 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D103a Level 03 Area A Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 03 Area A Demolition Plan GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B KEYED NOTES 02.15 REMOVE AND DISPOSE OF EXISTING DRINKING FOUNTAIN. SEE FLOOR PLANS AND MECHANICAL DRAWINGS. 02.20 ALL EXISTING FURNITURE IS TO BE SALVAGED AND RETURNED TO OWNER FOR SURPLUS/RE-USE. 02.22 SAWCUT EXISTING BRICK AND CMU HERE 02.25 REMOVE AND DISPOSE OF EXISTING GATE SYSTEM 02.26 REMOVE AND DISPOSE OF EXISTING SECURITY DESK 02.27 REMOVE AND DISPOSE OF EXISTING CIRCULATION DESK 02.29 DEMO FIRE/SMOKE DOOR. 02.30 DEMO EXISTING DOORS, BUT KEEP DOOR FRAMES INTACT. 02.35 REMOVE EXISTING FIRE CABINET. PATCH AND REPAIR TO MATCH EXISTING WALL. 02.45 REMOVE EXISTING CMU WALL TO PROVIDE TEMPORARY ACCESS TO THE SHAFT DURING CONSTRUCTION. SEE MECHANICAL. 02.60 DEMO AND REMOVE RAILING 22.23 ACCESS FROM FRONT SIDE OF WALL AS NEEDED. DO NOT ACCESS FROM BACK SIDE. 1 G J L M N P Q E C 2 3 4 51.5 STORAGE RM #40 ELEV EQUIP. CUST. STOR.STORAGESTORAGE MECH CHASE BDF CUST.ELEV MEN'S RR WOMEN'S RR OFFICEOFFICE STORAGESTORAGE RECEPTION MECHANICAL ROOM COMPUTER LAB (UNUSED)IT 6 02.52 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED ACT CEILING TO BE DEMOLISHED INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE N.I.C. GYP. BOARD CEILING TO BE DEMOLISHED SOFFIT TO BE DEMOLISHED 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D130a Level 00 Area A Demolition RCP Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 00 Area A RCP Demolition Plan KEYED NOTES 02.52 DEMO EXISTING CEILING AS NEEDED FOR HVAC, PLUMBING, AND FIRE. SEE MECHANICAL, PLUMBING, AND FIRE. 1 G J L M N P Q E C 2 3 4 51.5 OFFICE RESERVES & MISC. STORAGE OFFICE OFFICE STUDY ROOM OFFICE MECH. CHASE MAC LAB ELEV MECH. COMMONS MEN'S RR WOMEN'S RR CUSTODIAL STORAGE PC/CLIENT MANAGER COMPUTER SUPPORT STORAGE COMPUTER PC/CLIENT MANAGER ADMIN OFFICE OFFICE OFFICE OFFICE BREAK AREA OFFICE OFFICE OFFICE CD'S VESTIBULE POPULAR BOOKS COLLECTION CO M P U T E R S CO M P U T E R S COLLABORATIVE STUDY SPACE STUDY ROOM SECURITY DESK VENDING MACHINES 6 02.32 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED ACT CEILING TO BE DEMOLISHED INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE N.I.C. GYP. BOARD CEILING TO BE DEMOLISHED SOFFIT TO BE DEMOLISHED 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D131a Level 01 Area A Demolition RCP Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 01 Area A RCP Demolition Plan KEYED NOTES 02.32 DEMO EXISTING SOFFIT FOR NEW VESTIBULE 16151413121110987 K H F D B A GENERAL COLLECTION A - F OFFICE OF FACULTY DEVELOPMENT & MENTORED RESEARCH OPEN CLASSROOM / COMPUTERS WOMEN'S RR MEN'S RR LIBRARY SCIENCE CLASSROOM (COMPUTERS) OFFICE OFFICE OFFICE ELEV ELEV EQUIP. MECHANICAL ROOM CUST. ENTRY VESTIBULE OFFICE OFFICE INTERLIBRARY DOCUMENT PROCESSING STORAGE OFFICE SERVICE DESK COMPUTERS 02.31 02.55 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED ACT CEILING TO BE DEMOLISHED INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE N.I.C. GYP. BOARD CEILING TO BE DEMOLISHED SOFFIT TO BE DEMOLISHED 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D131b Level 01 Area B Demolition RCP Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 01 Area B RCP Demolition Plan KEYED NOTES 02.31 REMOVE EXISTING STAIRWELL, INCLUDING STAIRS, RAILS, AND MASONRY STAIRWELL WALLS. RE: STRUCTURAL 02.55 REMOVE EXISTING WOOD AT SOFFIT. 1 G J L M N P Q E C 2 3 4 51.5 GENERAL COLLECTION G - Z SERVICE DESK SPECIAL COLLECTIONS ARCHIVES OFFICE OFFICE DCAM OFFICE TECHNICAL SERVICES 4 EXISTING OFFICES? OFFICE MCKAY GALLERY MEN'S RR WOMEN'S RR GRANDIN PRESS DISPLAY ROOM GROUP STUDY ROOMS GROUP STUDY ROOMS COMPUTERS BREAK ROOM CUSTODIAL MAIL ROOM CONFERENCE ROOM ELEV MECH CONFERENCE ROOM OFFICE MECH CHASE SPECIAL COLLECTIONS STORAGE COMPUTERS COMPUTERS VAULT 6 STAIR 2-A OPEN STUDY 250 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED ACT CEILING TO BE DEMOLISHED INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE N.I.C. GYP. BOARD CEILING TO BE DEMOLISHED SOFFIT TO BE DEMOLISHED 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D132a Level 02 Area A Demolition RCP Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 02 Area A RCP Demolition Plan 16151413121110987 K H F D B A OFFICEOFFICESTUDYSTUDY STUDY STUDY STUDY STUDY CLASSROOM OFFICE STORAGE STORAGE OFFICE READING CENTER MATH CENTER OFFICE OFFICE OFFICE OFFICE CLASSROOM OFFICE OFFICE OFFICE OFFICE OFFICE STORAGE OFFICE CLASSROOMCLASSROOM OFFICE OFFICE STORAGE OFFICE OPEN TUTORINGOPEN TUTORING / WRITING CENTER OPEN TUTORING 22.2122.21 EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED ACT CEILING TO BE DEMOLISHED INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE N.I.C. GYP. BOARD CEILING TO BE DEMOLISHED SOFFIT TO BE DEMOLISHED 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D132b Level 02 Area B Demolition RCP Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 02 Area B RCP Demolition Plan KEYED NOTES 22.21 ABANDON PIPES IN CMU AND ADD CULINARY PIPING IN NEW FUR OUT WALL. 1 G J L M N P Q E C 2 3 4 51.5 JUVENILE COLLECTION K - 12 BOOKS OFFICE SERVICE DESK TEACHERS LEARNING CENTER SECURITY DESK GROUP STUDY GROUP STUDY DI E C U T S COMPUTERS COMPUTERS GROUP STUDY AREA COMPUTER CLASSROOM VIDEO EDITING VIDEO EDITING PHOTO STUDIO PHOTO SERVICES VOLUNTEER CONNECTION ELEV DISABILITY SERVICES CONFERENCE ROOM FACULTY TECHNOLOGY CENTER INSTRUCTIONAL DEVELOPMENT STAGING AREA OFFICE / WORKROOM HELP DESK AREA COMPUTER REPAIR OFFICE MEN'S RR WOMEN'S RR CONFERENCE ROOMOFFICE MUSIC STORAGE RESEARCH & CREATIVE WORKS OFFICE SERVER & STORAGE OFFICE PRINTER ROOM OFFICE OFFICE STORAGE OFFICEINSTRUCTIONAL DEVELOPMENT STAGING AREA OFFICE OFFICE CUSTODIAL OFFICE STORAGE OFFICE MECH CHASE MECH CHASE STORAGE STORAGE OFFICESPRAY ROOM OFFICE OFFICE OFFICE 6 02.33 STAIR 1 3-B EXISTING WALLS TO REMAIN LEGEND INTERIOR PARTITION STUD AND GYPSUM BOARD WALLS AND/OR DEMOUNTABLE PARTITIONS, TO BE DEMOLISHED ACT CEILING TO BE DEMOLISHED INTERIOR PARTITION NON-REINFORCED CMU/MASONRY WALLS TO BE DEMOLISHED - PROTECT FLOORS AND SURROUNDING AREAS FROM DAMAGE N.I.C. GYP. BOARD CEILING TO BE DEMOLISHED SOFFIT TO BE DEMOLISHED 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 D133a Level 03 Area A Demolition RCP Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DEMO 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS 2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION 3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS, ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION 4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 5 GENERAL CONTRACTOR SHALL PROVIDE A 6 MIL POLYETHYLENE DUST BARRIER FROM FLOOR TO DECK ABOVE TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES. DUST BARRIER SHALL BE SEALED AIR TIGHT IN ALL PHASED AREAS OF CONSTRUCTION 6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES, CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC... 7 GENERAL CONTRACTOR TO PREVENT WATER BUILD-UP AND/OR DAMAGE FOUNDATIONS ON THE CONSTRUCTION SITE OR ADJACENT AREAS 8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303) 9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION 10 ALL EXISTING FURNITURE TO BE SALVAGED AND RETURNED TO OWNER FOR RE-USE OR SURPLUS 11 CHAIR RAIL, PICTURE RAIL BULLETIN BOARDS, TO BE REMOVED FROM ANY EXISTING WALLS THAT WILL REMAIN, TO BE PATCHED AND REPAIRD FOR FINAL FINISHES 12 ALL WINDOW COVERINGS TO BE REMOVED AND DISPOSED OF 13 TILE AT REMAINING DRINKING FOUNTAINS WALLS TO BE REMOVED, WALL PATCHED AND REFINISHED PER FINISH PLANS/ELEVATIONS 14 WINDOW SILLS TO BE REPLACED AT ALL LOCATIONS KEY PLAN A B 1/8" = 1'-0"A1 Level 03 Area A RCP Demolition Plan KEYED NOTES 02.33 NORTH OF GRIDLINE 'M', REMOVE GYPSUM BOARD CEILING ABOVE THE LAY-IN CEILING. REF.REF. 1 G J L M N P Q E C 2 3 4 5 UNEXCAVATED D3 A301 D3 A301 C1 A301 C1 A301 TIER 2 016 OFFICE 010 OFFICE 026A OFFICE 011 BREAK ROOM 013 OFFICE 018 STORAGE 032 OFFICE 012 OFFICE 026C STUDENTS 026F TECH ROOM 024 SHORT TERM STORAGE 028 QA 022A OFFICE 020 OPS 022 STORAGE 044 CUSTODIAL STORAGE 042 BDF 040 MEN'S RR 015 WOMEN'S RR 014 ELECTRICAL 038 CUSTODIAL 036 MECH CHASE 034 ELEV 0-JSTAIR 0-E MECH CHASE O-F STAIR 0-E MECH ROOM 030 CHEMICALS ROOM O-D IMAGING AND STORAGE 009 OFFICE 026D OFFICE 026E OFFICE 026B HALL 0-C HALL 0-D FTE 026 HALL 0-B HALL 0-A HALL 0-G UNEXCAVATED 6 8' - 0" A417 A1 A417 B5 A417 A2 SIM A416 A1 SIM A416 A1 SIM A416 A1 SIM A416 A1 SIM A416A1 SIM A416 A1 SIM A416 A1 MIR A416 SF05SF02 SF04 SF03 SF01 SF06 SF07 A417 C5 SIM A416 A1 020.2 026A 018.1 0-D 028 011 018.2020.1 022A.2 024 026E 026D 026C 026B 026F 016022 10.12 10.12 10.14 SIM A422A1 22.07 TI L E W I D T H 4' - 1 1 5 / 8 " 022A.1 07.13 07.1307.13 02.53 A416 B4 B5 B5 B4 0-E D6 A503 D6 A503D6 A503 D6 A503 D6 A503 D6 A503 D6 A503 014015 012 010 A3 2 3/4" 8' - 3 3 / 4 " 48 " A417 A3 A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A100a Level 00 Area A Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 00 Area A Floor Plan KEY PLAN A B KEYED NOTES 02.53 EXISTING KNOX BOX TO REMAIN. 07.13 SEAL ALL PENETRATIONS/HOLES WITH FIRE CAULK AND SAFING TO COMPLETE THE INTEGRITY OF THE RATED WALL. SEE DIMENSION PLAN FOR WALL TYPE REQUIREMENTS. 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.14 BRACKET MOUNTED FIRE EXTINGUISHER 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 16151413121110987 K H F D B A 02.40 A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A100b Level 00 Area B Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B 1/8" = 1'-0"A1 Level 00 Area B Floor Plan KEYED NOTES 02.40 EXISTING UNDERGROUND TUNNEL. ALL TRADES TO COORDINATE ACCORDINGLY. RE F . RE F . DN 1 1 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 87 K H F D B A G J LL MM NN PP QQ E C 2 2 3 3 4 4 5 5 1.5 1.5 OFFICE 131 CHECK-IN 112 OFFICE 129 OFFICE 130 STUDY (MED) 132 OFFICE 136 RECEPTION 134 OFFICE 138 CONFERENCE ROOM 140BREAKROOM 142 STORAGE 170C STUDY 170B STUDY 170A CLASSROOM 168 CLASSROOM 166 ADJUNCT OFFICE 180 OFFICE 181 OFFICE 182 OFFICE 183 OFFICE 184 OFFICE 185 OFFICE 186 CONFERENCE ROOM 158 CONFERENCE 188B COLLABORATIVE SPACE 188 STUDY (SM) 128 STUDY (MED) 124 STUDY (MED) 125 STUDY (SM) 126 STUDY (SM) 127 OPEN STUDY 122A HD BOOK COLLECTION 122 VESTIBULE 1-F CIRCULATION RECEPTION 110 OFFICE 108 INTER LIBRARY LOAN WORKSPACE 114 FAMILY RR 144 OPEN STUDY 122C OPEN STUDY 122B CLASSROOM 162 CLASSROOM 164 OFFICE 190B OFFICE 190A TRAINING AREA 190 OFFICE 192B SMALL MEETING 192A OFFICE 160A OFFICE 160B TUTORING ADMIN OPEN AREA 160 OFFICE 156F PRACTICE 156E WORKSPACE 156 STORAGE 156D DROP IN MATH LAB 170 WORKSTATIONS/ FLEX SPACE 192 CLASSROOM 172 STUDENT PREP 174 STUDY 178 STUDY 179 MATH LAB RECEPTION 175 I.T. HELP DESK 176 OPEN STUDY 118 MENS 146 WOMENS 148 JANITORS OFFICE 147 OFFICE 188A OFFICE 106 OFFICE 104 STORAGE 190C STORAGE 192C PRACTICE 156C PRACTICE 156B PRACTICE 156A OFFICE 114A VESTIBULE 1-U ELECTRICAL 173 VESTIBULE 1-Z MECH 08 ELEV EQUIP 08A ELEV 1-T MEN'S RESTROOM 154 WOMEN'S RESTROOM 152 STAIR 1-H STAIR 1-B VESTIBULE 1-A HALL 1-S HALL 1-R READING 150 HALL 1-P STAIRS 1-N MECH 1-Q HALL 1-V HALL 1-X HALL 1-Y ENTRY HALL 120A OPEN STUDY 100 6 6 ELEVATOR 1-J MECH CHASE 1-K A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A101 Level 01 Overall Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/16" = 1'-0"A1 Level 01 Overall Floor Plan KEY PLAN A B RE F . DN 1 G J L M NN PP QQ EE CC 2 3 4 5 D3 A301 D3 A301 C1 A301 C1 A301 1.5 OFFICE 129 OFFICE 130 OFFICE 131 STUDY (MED) 132 OFFICE 136 RECEPTION 134 OFFICE 138 CONFERENCE ROOM 140 BREAKROOM 142 STUDY (SM) 128 STUDY (MED) 124 STUDY (MED) 125 STUDY (SM) 126 STUDY (SM) 127 OPEN STUDY 122A HD BOOK COLLECTION 122 VESTIBULE 1-F OFFICE 108 INTER LIBRARY LOAN WORKSPACE 114 FAMILY RR 144 OPEN STUDY 122C OPEN STUDY 122B MENS 146 WOMENS 148 JANITORS OFFICE 147 OFFICE 106 OFFICE 104 CHECK-IN 112 OFFICE 114A MECH CHASE 1-G ELEVATOR 1-JSTAIR 1-H MECH CHASE 1-K Room 1-L Room 1-M CIRCULATION RECEPTION 110 RESERVE MEDIA 116 MECH 1-E HALLWAY 1-C STAIR 1-D ELEC ROOM 102 ENTRY HALL 120A STAIR 1-B VESTIBULE 1-A A416 A4 A5 D1 A412 E1 A411 OPAC OPAC 130 131 136 138 140142.1 144 1-F.3 1-F.4 1-F.2 1-F.1 102 104 108 106 142.2 1-F.5 132 124 125 127 129 6 A1 A415 TUNNEL BELOW TUNNEL BELOW A416 D1 A416 E3 A416 E1 A416C1 D6 A511 A5 A511 TYPA6 A511 E6 A511 TYPA6 A511 SIM. A416 D3 SIM A416 A4 SIM A416 A5 SIM A416 A4 SIM A416 A4 A5 A4 A5 126 128 126 A416 B1 A416 B2 A416B3 SIM A416 A5 SIM A416 A1 SIM A416 A1 SIM A416A1 SIM A416A4 SIM A416A1 SIM A416 A1 A417 B2 B3 B1 CIRCULATION RECEPTION 110 OPEN STUDY 118 A416 C4 A422A1 MIR A416 B2 MIR A416 B3 SF19A SF10 SF08 SF11 SF09 SF17 SF12 SF13 SF14 SF15 SF16 114A 1-B.1 1-B.2 SIM A416 A1 SIM A416 A1 SIM A416 A1 B5 A511 D5 A551 TYP. E5 A551 E6 A551 E6 A551 TYPA6 A511 22.19 SF19B 10.19 10.19 10.19 10.19 22.07 10.12 10.12 10.12 10.12 B4 A511 A416 E5 SIM A416 C4 SIM A416 C4 A416 C5 10.12 SIM A416 C5 A419 B1 A419 B2 D1 A415 TI L E W I D T H 5' - 4 3 / 4 " 03.14 A416 A1 A421 B5 B5 A311 TYP. 11.11 11.11 11.11 11.11 11.11 11.11 1-H 134 A422 B3 B2 SF18 1'-8 1/4" 4' - 0 3 / 4 " EQEQ 4' - 0 3 / 4 " 2'-8" EQ EQ 148 1415 SF 147 146 READING 150 SIM A416 E5 SIM A416 C4 10.17 08.18 08.18 08.17 08.17 08.17 A422 D5 B2 A431 D6 A511 A5 A511 A5 A511 A5 A511 D6 A511 D6 A511 D6 A511 E6 A511 E5 A551 D6 A511 C6 A551 C6 A551 C6 A551 C6 A551 C5 A551 C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 36 " 2" 4 5 / 8 " A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A101a Level 01 Area A Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B 1/8" = 1'-0"A1 Level 01 Area A Floor Plan KEYED NOTES 03.14 FLOAT AND INFILL RECESSED SLAB AREA. THE NEW FLOATED FLOOR IS TO BE FLUSH WITH ADJACENT FLOOR. -SEE FINISH PLAN FOR FLOOR COVERING. 08.17 SURFACE MOUNTED WIRED ADA ACTUATOR, RE: ELECT. 08.18 JAMB MOUNTED WIRED ADA ACTUATOR, RE: ELECT. 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.17 SURFACE MOUNTED KNOX BOX 10.19 HIGH DENSITY LIBRARY MANUAL BOOK STORAGE - B.O.D. SPACE SAVER 11.11 ROOM SCHEDULER, SEE ELECTRICAL DRAWINGS. 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 22.19 HI LO DRINKING FOUNTAIN - ADA COMPLIANT, RE: PLUMBING RE F . 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 K H F D B A C1 A301 C1 A301 A4 A301 A4 A301 B3 A301 B3 A301 STORAGE 170C STUDY 170B STUDY 170A CLASSROOM 168 CLASSROOM 166 ADJUNCT OFFICE 180 OFFICE 181 OFFICE 182 OFFICE 183 OFFICE 184 OFFICE 185 OFFICE 186 CONFERENCE ROOM 158 CONFERENCE 188B COLLABORATIVE SPACE 188 CLASSROOM 162 CLASSROOM 164 OFFICE 190B OFFICE 190A TRAINING AREA 190 OFFICE 192B SMALL MEETING 192A OFFICE 160A OFFICE 160B TUTORING ADMIN OPEN AREA 160 OFFICE 156F PRACTICE 156E WORKSPACE 156 STORAGE 156D DROP IN MATH LAB 170 WORKSTATIONS/ FLEX SPACE 192 CLASSROOM 172 STUDENT PREP 174 STUDY 178 STUDY 179 MATH LAB RECEPTION 175 I.T. HELP DESK 176 OFFICE 188A STORAGE 190C STORAGE 192C PRACTICE 156C PRACTICE 156B PRACTICE 156A ELECTRICAL 173 VESTIBULE 1-U HALL 1-X VESTIBULE 1-Z HALL 1-Y HALL 1-V B1 A412 D1 A414 MEN'S RESTROOM 154 WOMEN'S RESTROOM 152 HALL 1-P STAIRS 1-N ELEV 1-T ELEV EQUIP 08A MECH 08 A422 A5 SIM A416A1 SIM A416 A1 A416A1A416A1 SIM A416 A1 SIM A416 A1 SIM A416 A1 SIM A416 A1 SIM A416A1 SIM A416A1 SIM A416A1 SIM A416 A513 A2 A420 D3 A420 D2 A416A2 A3 SIM A416 A2 SIM A416 A2 SIM A416 A2 A3 A3 A3 A418 E4 E5 A420D4 A420B5 B1 B2 B3 SIM A416A5 A5 SIM A416A5 A5 A418D5 D1 B1 A411 D3 D2 A417 B4 190 166 168162164 192A 156E 1-U.1 170C 172 174 188B 1-V 190C 180 170.1 158 192B 156 156C 156B 156A 156D 188 192C 192 1-X 160B160A 156F 190B190A 186 185 183 182184 181 179 188A 1-U.2 1-U.41-U.3 SF26 SF23 SF21 SF30 SF32 SF34 SF20 SF29 SF22 SF25 SF31 A417C4 SF24A 178 SF24B 170.2 A419 B5 A420 A1 A420E3 E1 C3 A417C2 C1 A418 E1 A418 E3 SIM D1 D2 SIM A420 B3 B5 B2 A420 C1 C2 C3 C5 22.19 10.12 22.07 22.19 10.12 10.12 E6 A551 E6 A551 E6 A551 E6 A551 10.14 10.12 10.12 E5 A551 E5 A551 SIM A422 A1 SIM A422 A1 D5 D1 SIM A416 A5 SIM A416A5 A421 D2 A418D5 A418 C1 TILE WIDTH 4' - 8" TILE WIDTH 5' - 4 1/4" A1 A413 D1 A513 A421D3 SF27SF28 170A 170B SF33 D3 A513 HALL 1-R HALL 1-S A1 A3 E2 C1 A411 SIM A416 A1 A1 A422 D2 D6 A503 D6 A503 D6 A503 D6 A503 154152 1-N 173 A422 B5 08.16 08.16 10.16 08.16 E1-Z.3 E1-Z.6 08.17 08.17 TYPA6 A511 C5 A551 TYP. C5 A551 TYP. C5 A551 TYP. C5 A551 TYP.C5 A551 TYP. C5 A551 TYP. (RELOCATE EXISTING) (RELOCATE EXISTING) 10.17 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A101b Level 01 Area B Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B 1/8" = 1'-0"A1 Level 01 Area B Floor Plan GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE THE DRAWINGS 3 SEE G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED 5 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 6 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 7 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 8 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE LENGTH OF WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE OF JAMB UNLESS NOTED OTHERWISE 11 ALL EXPOSED CONCRETE COLUMNS ARE TO BE FURRED/WRAPPED SEE COLUMN PLAN DETAILS, SEE ELECTRICAL FOR OUTLET COORDINATION KEYED NOTES 08.16 FULLY RECESSED WIRED ADA ACTUATOR, RE: ELECT. 08.17 SURFACE MOUNTED WIRED ADA ACTUATOR, RE: ELECT. 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.14 BRACKET MOUNTED FIRE EXTINGUISHER 10.16 FULLY RECESSED KNOX BOX 10.17 SURFACE MOUNTED KNOX BOX 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 22.19 HI LO DRINKING FOUNTAIN - ADA COMPLIANT, RE: PLUMBING REF. REF. 1 1 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 K H F D B A G J LL MM NN PP QQ E C 2 2 3 3 4 4 5 5 1.5 1.5 ELECTRICAL ROOM 242 TECH SERV STORAGE 2-E TECH SERVICES 238 SHEET MUSIC 236 LARGE COMPUTER CLASSROOM 234 OPEN COMPUTERS 240 MOTHERS 243 OPEN STUDY 53 PRESS ROOM 226 SPECIAL COLLECTIONS 228 VAULT 228E ARCHIVE 228D INSTRUCTION 2 224 INSTRUCTION 1 222 DCAM 228B OFFICE 228A SCANNER 228C OFFICE 232 STUDY (MED) 216 STUDY (MED) 214 STUDY (MED) 218 CLASSROOM 272 OFFICE 288B OFFICE 288C ENGLISH TRANSITION CENTER 288 STUDY (SM) 204 OPEN TUTORING 254 STUDY SKILLS 252 WRITING CENTER OPEN TUTORING 256 STUDY 269 STUDY 268 STUDY 267 STUDY 266 OFFICE 265 OFFICE 264 STORAGE 270J STUDY 270H JANITOR'S OFFICE 241 PREP / STORAGE 270B CLASSROOM 258 CLASSROOM 260 PREP / STORAGE 256A OFFICE 256B OFFICE 256C OPEN TUTORING CENTER 270 OFFICE 230 OFFICE 202 STUDY (SM) 212 STUDY (SM) 210 STUDY (SM) 208 OFFICE 200 OPEN STUDY 220 ADJUNCT OFFICE 286 TR / COMM. 280 MECHANICAL 2-D CLASSROOM 278 PRE-FUNCTION 270C PRE-FUNCTION 270D PRE-FUNCTION 270E RECEPTION 270A PREFUNCTION 270F I.T. 245 STORAGE 288H STUDY 252B PREP / STORAGE 252G OFFICE 252E STORAGE 252F OFFICE 252D STUDY 252A STUDY 252C MEN'S RESTROOM 247 WOMEN'S RESTROOM 248 STAIR 2-G ELEV 2-H MECH CHASE 2-J STAIR 2-A STAIR 2-B STUDY 270G ELEV 2-R OPEN STUDY 250 MECH 2-C HALL 2-K STAIR 2-P STOR 299 WOMEN'S RESTROOM 284 MEN'S RESTROOM 282 MECH 2-T CLASSROOM 276 CLASSROOM 274 Room 2-S HALL 2-Q HALL 2-U HALL 2-W 6 6 FAMILY RR 244 STUDY (MED) 206 JANITOR'S CLOSET 249 STUDY 288G STUDY 288F STUDY 288E STUDY 288D STUDY 288A IT 241A 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A102 Level 02 Overall Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/16" = 1'-0" (REF: A1/A201) A1 Level 02 Overall Floor Plan GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE THE DRAWINGS 3 SEE G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED 5 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 6 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 7 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 8 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE LENGTH OF WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE OF JAMB UNLESS NOTED OTHERWISE 11 ALL EXPOSED CONCRETE COLUMNS ARE TO BE FURRED/WRAPPED SEE COLUMN PLAN DETAILS, SEE ELECTRICAL FOR OUTLET COORDINATION KEY PLAN A B GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE THE DRAWINGS 3 SEE G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED 5 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 6 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 7 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 8 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE LENGTH OF WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE OF JAMB UNLESS NOTED OTHERWISE 11 ALL EXPOSED CONCRETE COLUMNS ARE TO BE FURRED/WRAPPED SEE COLUMN PLAN DETAILS, SEE ELECTRICAL FOR OUTLET COORDINATION 1 G J L M N P Q E C 2 3 4 5 D3 A301 D3 A301 C1 A301 C1 A301 1.5 TECH SERVICES 238 SHEET MUSIC 236 LARGE COMPUTER CLASSROOM 234 OPEN COMPUTERS 240 MOTHERS 243 OPEN STUDY 53 PRESS ROOM 226 SPECIAL COLLECTIONS 228 VAULT 228E ARCHIVE 228D INSTRUCTION 2 224 INSTRUCTION 1 222 DCAM 228B OFFICE 228A SCANNER 228C OFFICE 232 STUDY (MED) 216 STUDY (MED) 214 STUDY (MED) 218 OFFICE 230 OFFICE 202 STUDY (SM) 212 STUDY (SM) 210 STUDY (SM) 208 OFFICE 200 OPEN STUDY 220 ELECTRICAL ROOM 242 I.T. 245 STUDY (SM) 204 JANITOR'S OFFICE 241 MECHANICAL 2-D TECH SERV STORAGE 2-E NEW OPENING MECH 2-C STAIR 2-A MECH CHASE 2-F STAIR 2-G ELEV 2-H MECH CHASE 2-J HALL 2-K MEN'S RESTROOM 247 WOMEN'S RESTROOM 248 Room 2-M HALL 2-M STAIR 2-B D1 A411 A417 D1 E4 230.2 6 FAMILY RR 244 20 ' - 2 1 / 2 " D6 A511 E6 A511 A5 A511 TYPA6 A511 TYP. TYP. TYPA6 A511SIM. TYP. STUDY (MED) 206 A417 E1 A417 E2 JANITOR'S CLOSET 249 A1 A411 SIM A422A1 SF39 SF38 SF37 SF36 SF35 SF42 SF41 SF40 SF43 SF44 SF45 SF46 238 236 234 249 228 226224.2 202 222.1 224.1 241A 232.2 242 2-E 2-D 228D 228A.1 228E 228C 228B 212 210 208 206 204 222.2 224.3 232.1 230.1 200 218 243 244 216 214 228A.2 2-A.1 2-A.2 2-A.3 2-A.4 2-A.1 2-A.2 2-A.3 2-A.4 2-A.1 2-A.2 2-A.1 2-A.3 2-A.2 2-A.4 SIM A416 A5 SIM A416 A4 SIM A416 A4A5A5 SIM A416 A4 SIM A416 A4 SIM A416 A5 SIM A416A4 SIM A416 A5 A4 SIM A416 SIM A416 SIM A416 SIM A416 SIM A416 E6 A551 E6 A551 10.27 10.27 10.12 10.12 10.12 22.07 22.19 10.12 10.14 07.12 E5 A551 E5 A551 E6 A551 10.12 10.12 SIM A416 A422E4 A420 A2 A420 A3 A4A4A5 A5 E3 A415 MIR A420 A2 MIR A420 A3 TI L E W I D T H 5' - 4 3 / 4 " A421 C3 A421 D4 E2 A421A2 11.11 11.11 11.11 11.11 11.11 11.1111.1111.11 OPEN STUDY 250 IT 241A 241 D5 A551 TYP. A1 A1 A1 A1A1 A1 222M 224M TYP. 2-G 2-B E6 A512 E5 A512 23 ' - 2 1 / 2 " 17 ' - 8 " E1 CLOSET 222a CLOSET 224a A422C3 26.08 06.15 248247 245 C1 A413 A422 D5 SIM A422 C4 E6 A511 A5 A511 A5 A511 A5 A511 D6 A511 D6 A511 D6 A511 E6 A511 D6 A511 D6 A511 D6 A511 TYPA6 A511 C6 A551 TYP. C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 C6 A551 TYP. C6 A551 TYP. C6 A551 TYP. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A102a Level 02 Area A Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B 1/8" = 1'-0"A1 Level 02 Area A Floor Plan GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE THE DRAWINGS 3 SEE G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED 5 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 6 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 7 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 8 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE LENGTH OF WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE OF JAMB UNLESS NOTED OTHERWISE 11 ALL EXPOSED CONCRETE COLUMNS ARE TO BE FURRED/WRAPPED SEE COLUMN PLAN DETAILS, SEE ELECTRICAL FOR OUTLET COORDINATION KEYED NOTES 06.15 PROVIDE 3/4" PLYWOOD, 4'-0" TALL AND 30" A.F.F. ALL AROUND ROOM FOR HEAD END ACCESS EQUIPMENT. 07.12 VAPOR BARRIER REQUIRED FOR HUMIDITY CONTROL. VAPOR BARRIER AND R-13 INSULATION TO DECK. RE: MECHANICAL. 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.14 BRACKET MOUNTED FIRE EXTINGUISHER 10.27 MOTORIZED MODERNFOLD FOLDING PARTITION 11.11 ROOM SCHEDULER, SEE ELECTRICAL DRAWINGS. 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 22.19 HI LO DRINKING FOUNTAIN - ADA COMPLIANT, RE: PLUMBING 26.08 (2) 4" CONDUIT TO LEVEL 1 AND (2) 4" CONDUIT TO LEVEL 3, SEE ELECTRICAL. FIRE CAULK AROUND PENETRATIONS. REF. REF. 16151413121110987 K H F D B A C1 A301 C1 A301 A4 A301 A4 A301 B3 A301 B3 A301 389 SF CLASSROOM 272 119 SF OFFICE 288B 118 SF OFFICE 288C 1,157 SF ENGLISH TRANSITION CENTER 288 613 SF OPEN TUTORING 254 1,612 SF STUDY SKILLS 252 1,300 SF WRITING CENTER OPEN TUTORING 256 137 SF STUDY 269 108 SF STUDY 268 112 SF STUDY 267 114 SF STUDY 266 117 SF OFFICE 265 118 SF OFFICE 264 59 SF STORAGE 270J 98 SF STUDY 270H 119 SF PREP / STORAGE 270B 573 SF CLASSROOM 260 119 SF PREP / STORAGE 256A 130 SF OFFICE 256B 146 SF OFFICE 256C 3,139 SF OPEN TUTORING CENTER 270 196 SF ADJUNCT OFFICE 286 144 SF TR / COMM. 280 341 SF CLASSROOM 278 141 SF PRE-FUNCTION 270C 133 SF PRE-FUNCTION 270D 119 SF PRE-FUNCTION 270E 42 SF STORAGE 288H 106 SF PREP / STORAGE 252G 163 SF OFFICE 252E 625 SF CLASSROOM 258 78 SF STORAGE 252F 126 SF OFFICE 252D 120 SF STUDY 252A 89 SF STUDY 252C 94 SF STUDY 270G 122 SF STUDY 252B A1 A414 A419C3 65 SF STUDY 288E 65 SF STUDY 288F 63 SF STUDY 288G 59 SF STUDY 288D 77 SF STUDY 288A STOR 299 MEN'S RESTROOM 282 WOMEN'S RESTROOM 284 MECH 2-T HALL 2-U 293 SF CLASSROOM 274347 SF CLASSROOM 276 A417 A4 HALL 2-W A421C1 276 258 260 269 280 278 274 272 286 270B 270.2 270.1 252E 252G 252F 270J 256C256B 264 265 252A 252B 252C 252D 288B288C 288H 2U-1 256A 288A 288E288G 268267 288F 288D 266 256.2 A419 B5 270H SF67 SF66 SF68 SF64 SF65 SF48SF49 SF69 SF47 SF54 SF53 SF52 SF51 SF50 SF55A SF58SF57SF59 SF60 SF61 SF62 SF63 SIM A416 A5 SIM A416 A5 A5 A5 A5 SIM A416 A5 A5 A5 SIM A416 A419 E1 E2 E3 A419 E5 E4 D1 SIM A416 SIM A416 SIM A416 SIM A416 C2 SIM A416 SIM A416 SIM A419 C3 A419B4 SIM A419 B4 SIM A419B4 A419 D3 SIM A419 D3 E6 A512 E6 A512 10.27 10.28 10.27 22.1922.19 10.12 10.12 22.07 10.12 10.12 10.23 03.04 08.12 E6 A551 E6 A551 SIM A422 A1 SIM A422 A1 SIM A422 A1 TI L E W I D T H 4' - 8 " TILE WIDTH 5'-1 1/2" TILE WIDTH 4' - 8" MIR A419 C2 A421 E1 E2 D2 D4 C1 C1 A419 C4 D4 A421 E4 E5 A421 C2 A421 B1A1 A421 B4 A422D1 A421 D5 SIM A416A5 A5 SIM A416A5 A5 A5 SIM A416A5 SIM A416A5 SIM A416A5 SIM A416A5A5A5A5 D4 A412 11.11 11.11 11.11 11.11 11.11 11.11 A1A1 A416A1 A1 A1 A1 A1 A1 A422C1 C4 278M 274M276S25 ' - 2 3 / 4 " 270G SF55B SF56 256.1 16 " 24" 24 " 18 " 18 " PREP 2U ELECTRICAL 2-I 2-I A420A4 SIM A422 B5 RECEPTION 270A D5 A422 A4 A2 E5 A551 E5 A551 E5 A551 TYPA6 A511 TYPA6 A511 TYPA6 A511 TYPA6 A511 TYPA6 A511 C5 A551 C5 A551 C5 A551 C5 A551 C5 A551 C5 A551 C5 A551 C5 A551 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A102b Level 02 Area B Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B 1/8" = 1'-0"A1 Level 02 Area B Floor Plan GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE THE DRAWINGS 3 SEE G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED 5 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 6 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 7 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 8 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE LENGTH OF WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE OF JAMB UNLESS NOTED OTHERWISE 11 ALL EXPOSED CONCRETE COLUMNS ARE TO BE FURRED/WRAPPED SEE COLUMN PLAN DETAILS, SEE ELECTRICAL FOR OUTLET COORDINATION KEYED NOTES 03.04 CONCRETE INFILL SLAB COORDINATE WITH STRUCTURAL DRAWINGS - SEE STRUCTURAL 08.12 HALF HEIGHT GLASS WITH MANUAL SHADES. 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 10.27 MOTORIZED MODERNFOLD FOLDING PARTITION 10.28 MOTORIZED SKYFOLD PARTITION 11.11 ROOM SCHEDULER, SEE ELECTRICAL DRAWINGS. 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 22.19 HI LO DRINKING FOUNTAIN - ADA COMPLIANT, RE: PLUMBING 1 G J L M N P Q E C 2 3 4 5 D3 A301 D3 A301 C1 A301 C1 A301 1.5 OFFICE 310 OFFICE 312 JUVENILE 300 STORAGE 306 STUDY (MED) 304 STUDY (MED) 302 KIDS PLAY 344C MOTHERS ROOM 344A RESTROOM 344B FAMILY STUDY 344 OPEN STUDY 362 Bridge Connection - BRIDGE CONNECTION 3-A STAIR 1 3-B MENS 368 WOMENS 366 TEST RM 378 STUDY (SM) 330 Janitors Closet 376 OFFICE 322 MAC EQUIP 324A STUDY (LG) 328 STUDY (LG) 326 MAC LAB 324 STUDY (SM) 332 STUDY (SM) 334 STUDY (SM) 336 TEST RM 374 STUDY (SM) 314 STUDY (SM) 316 STUDY (SM) 320 ELECTRICAL 324B ELEC 364 STUDY (SM) 338 STUDY (SM) 340 STUDY (SM) 318 ( QUIET ) OPEN STUDY 342 ELECTRICAL 308 STORAGE 352 TEST RM 380 TEST RM 382 TEST RM 372 TEST RM 370 TEST RM 360 TEST RM 358 TEST RM 356 TEST RM 350 TEST RM 348 TEST RM 346 STAIRS 3-C MECH 3-D MECH CHASE 3-E STAIR 3-F ELEV 3-G MECH CHASE 3-H CIRC DESK OPEN STUDY A418 B4 A418 D1 A413 A1 A412 A418B1 20 4 ' - 0 " 6 D6 A511 E6 A511 A5 A511 TYPA6 A511 TYPA6 A511SIM. TYP. C6 A511 B6 A511 TYP.TYP. A418 B3 A418A1 A418 A4 JUVENILE COLLECTION K - 12 BOOKS E1 A415 A421 E3 SIM A422A1 A419 A5 A4 A419A2 C2 A1 310 312 3-B.23-B.1 344A 324 322.1 382 346 354 360 358 356 364 380 378 324A 324B 374 372 370 308 306 314 316 318 320 304 302 332 334 336 338 340 344 344B 348 350 330 326 3-B.5 3-B.6 3-B.7 3-B.8 SF70 SF71SF72 SF73 SF74 SF75 SF76 SF77 SF78 SF79 SF80 SF81 SF82SF83SF84 SF85 SF86 SF87 SF88 SF89 SF90 SF91 SIM A416 A4 SIM A416 A4 SIM A416 A5 SIM A416 A4 SIM A416 A5 SIM A416 A4 A5 A4 A5 A4 A5 A5 SIM A416 A4 SIM A416 A5 SIM A416 A4 SIM A416 A5 A5 A4 A5 A4 SIM A419A2 SIM A416A4 SIM A416 A5A4A5 OPEN STUDY 383 22.07 22.1910.12 10.12 10.12 10.12 10.12 10.12 10.12 E5 A551 SIM A416 A421 D1 SIM A416 TILE WIDTH 5' - 4 3/4" B4 A311 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.11 11.11 D5 A551 TYP. D5 A551 TYP. A1 A1 TYP. 3-F 3-C C4 C5 A422 C2 328 A422 B1 C5 A412 D6 A503 C5 A422 B4 4" A421 A5 E5 A551 D6 A511 E5 A551 D6 A511 SIM TYPA6 A511 E6 A511 E6 A511 E6 A511 E6 A511 E6 A511 E6 A511 A5 A511 A5 A511 C6 A551 TYP. C6 A551 TYP. C6 A551 C6 A551 C6 A551 TYP. E5 A551 TYP. E5 A551 TYP. C6 A551 C6 A551 TYP. C6 A551 05.04 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A103a Level 03 Area A Floor Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 03 Area A Floor Plan KEY PLAN A B GENERAL NOTES - FLOOR PLAN 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE THE DRAWINGS 3 SEE G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED 5 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 6 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 7 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 8 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE LENGTH OF WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE OF JAMB UNLESS NOTED OTHERWISE 11 ALL EXPOSED CONCRETE COLUMNS ARE TO BE FURRED/WRAPPED SEE COLUMN PLAN DETAILS, SEE ELECTRICAL FOR OUTLET COORDINATION KEYED NOTES 05.04 NEW STEEL PIPE GUARD RAIL SEE DETAIL - PAINTED 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 11.11 ROOM SCHEDULER, SEE ELECTRICAL DRAWINGS. 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 22.19 HI LO DRINKING FOUNTAIN - ADA COMPLIANT, RE: PLUMBING 1 G J L M N P Q E C 2 3 4 51.5 6 VERIFY 5' - 8" VERIFY 5' - 10" VERIFY 5' - 4" VERIFY 5' - 4" VERIFY 9' - 10" VERIFY 7' - 10" VERIFY 7' - 10" VERIFY 7' - 10" VERIFY 8' - 3" VERIFY 5' - 8" VERIFY 5' - 4" VERIFY 5' - 4" VERIFY 5' - 4" VERIFY 9' - 10" VERIFY 7' - 10" VERIFY 7' - 10" VERIFY 7' - 10" VERIFY 8' - 3" 6' - 7 1/4" 7' - 1 1/4"19' - 1" 19' - 1" 20' - 6 1/4" 4' - 5 3/4" 20' - 3 5/8" 6' - 5 5/8" 9 1/4" 02.03 02.23 02.23 03.14 02.37 EXISTING SLAB ON GRADE. SEE STRUCTURAL. EXISTING WAFFLE SLAB. SEE STRUCTURAL. 13'-6" V.I.F. 11'-5" V.I.F. 26'-3" V.I.F. 39'-7" V.I.F. 29'-2 3/4" V.I.F. 29'-5 3/4" V.I.F. 13'-2" V.I.F. 02.51 02.51 A5 A431 ______________TYP. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A111 Level 01 Area A Slab Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 01 Area A Slab Plan KEYED NOTES 02.03 EXISTING CONCRETE COLUMN 02.23 SLAB ON GRADE CONCRETE CUTOUTS FOR NEW HIGH DENSITY SHELVING. LOCATION NEEDS TO BE VERIFIED WITH MANUFACTURER'S EQUIPMENT. SEE STRUCTURAL. 02.37 DEMO EXISTING CONCRETE FOR HEATED SIDEWALK. SEE CIVIL DRAWINGS. 02.51 SAWCUT AND REMOVE 1'-0" WIDE SECTIONS OF EXISTING CONCRETE AS HATCHED AND INDICATED FOR NEW ELECTRICAL. SEE ELECTRICAL PLANS FOR COORDINATION. 03.14 FLOAT AND INFILL RECESSED SLAB AREA. THE NEW FLOATED FLOOR IS TO BE FLUSH WITH ADJACENT FLOOR. -SEE FINISH PLAN FOR FLOOR COVERING. GENERAL NOTES - SLAB 1 COORDINATE SLAB EDGE PLANS WITH STRUCTURAL DRAWINGS FOR REQUIRED, REINFORCING, ESPECIALLY AT ALL PENETRATIONS 2 COORDINATE SLAB EDGE PLANS WITH MECHANICAL DRAWINGS FOR HOUSEKEEPING PADS, SIZE(S), AND EXACT LOCATION(S) 3 COORDINATE SLAB EDGE PLANS WITH WALL TYPES FOR ACOUSTIC ISOLATION TREATMENTS 4 COORDINATE SLAB EDGE PLANS WITH MANUFACTURER FOR DEPTHS AND DIMENSIONS OF ALL ELEVATOR PUTS AND WHEELCHAIR LIFT SLAB RECESSES 5 MAJOR SLAB PENETRATIONS SHOWN ON THIS PLAN. MINOR PENETRATIONS, SUCH AS FOR INDIVIDUAL PIPES AND CONDUITS TO BE COORDINATED WITH MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE DESIGNS. LOCATIONS TO BE PROVIDED TO ARCHITECT FOR APPROVAL BY CONTRACTOR PRIOR TO COMMENCING WORK 6 THE MINIMUM SLOPE FOR ANY DRAINING SURFACE IS 1/4" PER 1'-0" 7 DRAIN PENETRATIONS SHOWN ARE FOR COORDINATION PURPOSES ONLY, VERIFY SIZE AND PLACEMENT WITH PLUMBING AND MANUFACTURE OF SHOWER INSERTS 16151413121110987 K H F D B A C1 A301 C1 A301 A4 A301 A4 A301 B3 A301 B3 A301 4'-5 1/2"16'-5 3/4"1'-0 3/4" 2'-11 1/2" 7'-0 1/2" 10'-0" 02.37 03.04 02.4202.42 02.42 02.42 EXISTING ELEVATOR HOISTWAY 25'-4" 50'-10 1/4" 33'-3" 14'-6" 9'-1 3/4" 8'-8 1/4" 02.51 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A112 Level 01 Area B Slab Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 01 Area B Slab Plan KEYED NOTES 02.37 DEMO EXISTING CONCRETE FOR HEATED SIDEWALK. SEE CIVIL DRAWINGS. 02.42 SAWCUT AND REMOVE 1'-0" WIDE SECTIONS OF EXISTING CONCRETE AS HATCHED AND INDICATED FOR NEW PLUMBING CONNECTIONS. SEE PLUMBING PLANS FOR COORDINATION. 02.51 SAWCUT AND REMOVE 1'-0" WIDE SECTIONS OF EXISTING CONCRETE AS HATCHED AND INDICATED FOR NEW ELECTRICAL. SEE ELECTRICAL PLANS FOR COORDINATION. 03.04 CONCRETE INFILL SLAB COORDINATE WITH STRUCTURAL DRAWINGS - SEE STRUCTURAL GENERAL NOTES - SLAB 1 COORDINATE SLAB EDGE PLANS WITH STRUCTURAL DRAWINGS FOR REQUIRED, REINFORCING, ESPECIALLY AT ALL PENETRATIONS 2 COORDINATE SLAB EDGE PLANS WITH MECHANICAL DRAWINGS FOR HOUSEKEEPING PADS, SIZE(S), AND EXACT LOCATION(S) 3 COORDINATE SLAB EDGE PLANS WITH WALL TYPES FOR ACOUSTIC ISOLATION TREATMENTS 4 COORDINATE SLAB EDGE PLANS WITH MANUFACTURER FOR DEPTHS AND DIMENSIONS OF ALL ELEVATOR PUTS AND WHEELCHAIR LIFT SLAB RECESSES 5 MAJOR SLAB PENETRATIONS SHOWN ON THIS PLAN. MINOR PENETRATIONS, SUCH AS FOR INDIVIDUAL PIPES AND CONDUITS TO BE COORDINATED WITH MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE DESIGNS. LOCATIONS TO BE PROVIDED TO ARCHITECT FOR APPROVAL BY CONTRACTOR PRIOR TO COMMENCING WORK 6 THE MINIMUM SLOPE FOR ANY DRAINING SURFACE IS 1/4" PER 1'-0" 7 DRAIN PENETRATIONS SHOWN ARE FOR COORDINATION PURPOSES ONLY, VERIFY SIZE AND PLACEMENT WITH PLUMBING AND MANUFACTURE OF SHOWER INSERTS REF.REF. A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES LEGEND: INT. PARTITION CONDITIONS 1-HR FIRE RATED PARTITION 2-HR FIRE RATED PARTITION NON-FIRE RATED WALL TAG (description) SA6a CORE MATERIAL (SEE LEGEND) LAYERS (SEE LEGEND) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) FIRE RATED WALL TAG (description) FIRE RATING (IF APPLICABLE) 1SA6a CORE MATERIAL (SEE LEGEND BELOW) LAYERS (REF PARTITIONS SHEET) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) C = CONCRETE WALLS, MASONRY S = STEEL STUDS W = WOOD STUDS CORE MATERIAL LEGEND CORE SIZE LEGEND STEEL STUDS WOOD STUDS MASONRY (WIDTH) BCONCRETE (WIDTH) 1 =A7/8" 2 = 1 5/8" 1 1/2" 3 = 2 1/2" 2 1/2" 4 = 3 5/8" 3 1/2" MASONRY SIZE 4" 5 = 6 = 6" 5 1/2" MASONRY SIZE 6" CONCRETE 6" 8 = 8" 7 1/4" MASONRY SIZE 8" CONCRETE 8" 10 = 9 1/4" MASONRY SIZE 10" CONCRETE 10" 12 = 11 1/4" MASONRY SIZE 12" CONCRETE 12" 14 = CONCRETE 14" 16 =MASONRY SIZE 16" SUPERSCRIPT NOTES - A - HAT CHANNEL FURRING IN LIEU OF METAL STUD B - IF WALL IS STRUCTURAL, DO NOT TAG WALL OR INCLUDE IN WALL TYPES 1 G J L M N P Q E C 2 3 4 5 UNEXCAVATED TIER 2 016 OFFICE 010 OFFICE 026A OFFICE 011 BREAK ROOM 013 OFFICE 018 STORAGE 032 OFFICE 012 OFFICE 026C STUDENTS 026F TECH ROOM 024 SHORT TERM STORAGE 028 QA 022A OFFICE 020 OPS 022 STORAGE 044 CUSTODIAL STORAGE 042 BDF 040 MEN'S RR 015 WOMEN'S RR 014 ELECTRICAL 038 CUSTODIAL 036 MECH CHASE 034 ELEV 0-JSTAIR 0-E MECH CHASE O-F STAIR 0-E MECH ROOM 030 CHEMICALS ROOM O-D IMAGING AND STORAGE 009 SA6 SA4 SA4 SA4.1 SA4 SA6 SA6 SA6 SA4 SA4 SA4.1 SA4.1 SA4 SA4 SA4 SA4 SA4 SA4 SA4 AL I G N OFFICE 026B OFFICE 026D OFFICE 026E UNEXCAVATED 6'-8 3/4" 3'-10 1/2" 8 1/2"ALIGN FINISH WITH COLUMN 10'-1 1/2" 9 3/4" AL I G N ALIGN 3 3/4"13'-5"9'-1" 2'-8 1/4" 6'-4 3/4"9'-1" ALIGN ALIGN 9 3/4" 4'-4 1/2" 11'-5 1/2" 9 3/4"8'-10 1/2" 4'-11" 6 11'-1"8'-6" 8 3/4" 10'-4 1/4" AL I G N ALIGNSB4.1 SA4 10'-7 1/2" AL I G N SB4.1 07.13 07.1307.13 D6 A503 D6 A503 D6 A503 D6 A503 D6 A503 D6 A503 D6 A503 AL I G N 7'-3 3/4"3'-3 3/4" 3'-6 1/4"4'-5" 2'-8 1/4" 3'-6 1/2"4'-5"3'-1 3/4" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A120a Level 00 Area A Wall Type & Dimension Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 00 Area A Dimension Plan KEY PLAN A B RE F . DN A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES LEGEND: INT. PARTITION CONDITIONS 1-HR FIRE RATED PARTITION 2-HR FIRE RATED PARTITION NON-FIRE RATED WALL TAG (description) SA6a CORE MATERIAL (SEE LEGEND) LAYERS (SEE LEGEND) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) FIRE RATED WALL TAG (description) FIRE RATING (IF APPLICABLE) 1SA6a CORE MATERIAL (SEE LEGEND BELOW) LAYERS (REF PARTITIONS SHEET) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) C = CONCRETE WALLS, MASONRY S = STEEL STUDS W = WOOD STUDS CORE MATERIAL LEGEND CORE SIZE LEGEND STEEL STUDS WOOD STUDS MASONRY (WIDTH) BCONCRETE (WIDTH) 1 =A7/8" 2 = 1 5/8" 1 1/2" 3 = 2 1/2" 2 1/2" 4 = 3 5/8" 3 1/2" MASONRY SIZE 4" 5 = 6 = 6" 5 1/2" MASONRY SIZE 6" CONCRETE 6" 8 = 8" 7 1/4" MASONRY SIZE 8" CONCRETE 8" 10 = 9 1/4" MASONRY SIZE 10" CONCRETE 10" 12 = 11 1/4" MASONRY SIZE 12" CONCRETE 12" 14 = CONCRETE 14" 16 =MASONRY SIZE 16" SUPERSCRIPT NOTES - A - HAT CHANNEL FURRING IN LIEU OF METAL STUD B - IF WALL IS STRUCTURAL, DO NOT TAG WALL OR INCLUDE IN WALL TYPES 1 G J L M N P QQ E C 2 3 4 51.5 SA4.1 SA4.1 SA4 SA4 SA4.1 SA4 SA4 SA4SA4 SA4 CHECK-IN 112 OFFICE 129 OFFICE 130 OFFICE 131 STUDY (MED) 132 OFFICE 136 RECEPTION 134 OFFICE 138 CONFERENCE ROOM 140BREAKROOM 142 STUDY (SM) 128 STUDY (MED) 124 STUDY (MED) 125 STUDY (SM) 126 STUDY (SM) 127 OPEN STUDY 122A HD BOOK COLLECTION 122 OPEN STUDY 120A VESTIBULE 1-F CIRCULATION RECEPTION 110 OFFICE 108 INTER LIBRARY LOAN WORKSPACE 114 FAMILY RR 144 OPEN STUDY 122C OPEN STUDY 122B OPEN STUDY 118 MENS 146 WOMENS 148 JANITORS OFFICE 147 OFFICE 106 OFFICE 104 OFFICE 114A STAIR 1-H STAIR 1-B VESTIBULE 1-A STAIR 1-D HALLWAY 1-C MECH CHASE 1-KMECH CHASE 1-G ELEVATOR 1-J Room 1-L Room 1-M RESERVE MEDIA 116 MECH 1-E ELEC ROOM 102 OPEN STUDY 100 ENTRY HALL 120A READING 150 SD4 SA4 SA4 SD4 SD4.1 SD4.1 SD4.1 SD4.1 SA4 SA4 SA4SA4 SA4 SA4 SA4 SA4 SA4 SA4 SA4SB4 SA4.1 SB4.1 4'-9 1/2" 7'-1" 5'-3 1/2" 8'-8 1/2" 8'-5" 12'-5 3/4" 4'-7 1/2" 7'-9 3/4" 9'-8"5'-2" 7'-9" 7'-9" 9'-0" CL 5'-0" 10'-4" 8 1/2"7'-1" 7'-6" 11" 11'-2 1/2"3'-11 1/2"17'-4 1/4"4'-2 1/4"1 1/2"13'-1" 2'-2 3/4" 7 1/2" 1'-7 1/4" 4'-10 1/2" 9'-5 1/2" 9'-5" 1'-11" 7'-6" 6 B5 A311 SA4.1 SA4 SA4 SG1 SG1 SA4 SC4SC4SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 2SH4 SA4 SA4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SA4.1 ABOVE & BELOW EXTERIOR WINDOW, TYP. TYP. AT COLUMNS, UNLESS OTHERWISE NOTED. SC4SC4 SC4 SC4 SC4 SC4 SC4SC4 SC4 SC4 SC4 SC4SC4 5'-0 1/2"7'-10 1/4" AL I G N FR A M I N G T O CO L U M N , T Y P . 8 1/2" 5'-5" 2'-9 3/4"20'-0" SB4.1 SB4.1SB4.1 SB4.1 1'-0 3/4"3'-9"10'-0" CL 8 1/4" 11'-10 1/2" 11 3/4" 1' - 0" 1' - 0" AL I G N 1'-1 1/4" 9'-4 1/4" 1' - 2" 1' - 2" 8 1/4" ALIGN FRAMING TO COLUMN AL I G N AL I G N SB4.1 SB4.1 SB3.1 SA4.1 SA4.1 SA4.1 SB4.1 1" 4'-4" 4'-5" 4'-5" 4'-5" 4'-5" 3' - 4" 4'-9 1/4" 11 1/4"9 1/2" 4'-3" SB4.1 SB4.1 SB4.1 SB4.1 SB3.1 SB3.1 SB3.1 SB4.1 SB4.1 SB4.1 SB4.1SB4.1 SB4.1 SB3.1 SB3.1 SB4.1 SB4.1 SB4.1SB3.1 SB3.1 SB3.1 SB2.1 3'-11 3/4"1'-0 3/4" 1'-0 3/4" 1'-0 3/4" 3'-11 3/4"3'-11 3/4" 1'-0 3/4" 1'-0 3/4" 1'-0 3/4"3'-11 3/4" 1'-0 3/4" 1'-0 3/4" SB4 SB4.1 SB2.1 SB4 2SH4 SA4.1 SA4.1 SB4 2SH4 SA4.1 SA4.1 SA4.1 2'-4 3/4"1'-10 1/4" 4'-3"4'-3"4'-3"4'-3" 3' - 4" 4 1/4" 4'-5 1/2" 4'-5 1/2" 4'-5 1/2" SA6 10.19 10.19 10.19 10.19 2'-4 1/2" 7'-9 1/4" SA4 SA4.1 SA4.1 SA4 SA4.1 SA4 1'-8 3/4" 14'-9 1/2" 1'-4" 7'-8" 8'-1 1/2" 1'-4" 11'-1 1/2" 1'-4" 3'-7" 7'-6 1/2"1'-3" 11'-1 1/2" 1'-6 1/4" 4" 1'-1 1/4" 17'-0" 1'-5 1/2" TUNNEL BELOW TUNNEL BELOW SB3.1 SB3.1 SB2.1 SB2.1SB2.1 SB2.1 SB2.1 SB2.1 916 SF SB2.1 SB2.1 SB2.1 SB2.1 SB2.1 SB2.1 SB2.1 SB2.1 SA4.1 SA4.1 ABOVE SA4 ABOVE TYP. B5 A311 TYP. B5 A311 TYP. B2 A431 2 1/2" 7 1/4"7 1/4" 4" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A121a Level 01 Area A Wall Type & Dimension Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 01 Area A Dimension Plan KEY PLAN A B KEYED NOTES 10.19 HIGH DENSITY LIBRARY MANUAL BOOK STORAGE - B.O.D. SPACE SAVER RE F . A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 16151413121110987 K H F D B A SA4 SA4 SA4 SA4.1 SA4.1 SA4.1 SA4 SA4 SA4 SA4SA4 SA4 SA4 SD4 SA4 SA4SA4 SA4 SA4 SA4.1 SA6.1 SA4 SA4 SA4 SA6 SA4 SA6 SA4 SA4 SA4 SD4 SD4 SA4.1 SA4.1 SA4 SA4.1 SA4 SA4 SA4 SA4 SA4 SA4.1 SA4.1 SA4.1 SA4.1 SA4 SA4.1 SA4 SD4 SA4.1 SA4 SA4 SA4.1 SA4.1 SA4 SA4 STORAGE 170C STUDY 170B STUDY 170A CLASSROOM 168 CLASSROOM 166 ADJUNCT OFFICE 180 OFFICE 181 OFFICE 182 OFFICE 183 OFFICE 184 OFFICE 185 OFFICE 186 CONFERENCE ROOM 158 CONFERENCE 188B COLLABORATIVE SPACE 188 CLASSROOM 162 CLASSROOM 164 OFFICE 190B OFFICE 190A TRAINING AREA 190 OFFICE 192B SMALL MEETING 192A OFFICE 160A OFFICE 160B TUTORING ADMIN OPEN AREA 160 OFFICE 156F PRACTICE 156E WORKSPACE 156 STORAGE 156D DROP IN MATH LAB 170 WORKSTATIONS/ FLEX SPACE 192 CLASSROOM 172 STUDENT PREP 174 STUDY 178 STUDY 179 MATH LAB RECEPTION 175 I.T. HELP DESK 176 OFFICE 188A STORAGE 190C STORAGE 192C PRACTICE 156C PRACTICE 156B PRACTICE 156A VESTIBULE 1-U ELECTRICAL 173 VESTIBULE 1-Z MECH 08 ELEV EQUIP 08A ELEV 1-T MEN'S RESTROOM 154 WOMEN'S RESTROOM 152 HALL 1-S HALL 1-R HALL 1-P STAIRS 1-N MECH 1-Q HALL 1-V HALL 1-X HALL 1-Y SA4 10'-8 1/4" 8 1/4" 9'-10" 5'-0" AL I G N 9'-4 1/2" 9 1/2" 10'-8 1/2"11'-3 1/2" 9'-2" 10'-0" 11'-10" 8" 10'-8 1/2"11'-3 1/2" 6 3/4" AL I G N 11'-10" 1/2" 10'-0" 10'-7" 1'-5" 4'-9" 10'-5" 6'-10" 1'-11" 7 1/4"10'-1" AL I G N 17'-10 1/4"3'-11 3/4"18'-0 1/4"4'-1 1/4" ALIGN 10 3/4" 22'-0"5'-3"16'-9"11'-5"10'-7"10'-7"10'-8 1/2" 8 3/4" 1'-0 1/2" 3'-3 1/2" 8'-11 1/4" 9'-9 1/4" 4 1/4" 8 3/4" 10'-9" 1'-0 1/4" 10'-3 1/4"11'-3 1/2" 5 1/4" 10'-10 1/4"11'-1 3/4" 1 3/4" 11'-3 1/2"9'-10 1/4" 8 3/4" 5" 9'-8 3/4" 11'-1 3/4" 8 3/4" 11'-0" 10'-10 1/2"10'-1 1/4"9 3/4"2'-2 3/4"18'-11 1/2"10'-11 3/4" 9'-10" AL I G N 6'-3 1/2"7'-2 1/4" 2'-6" 7'-9 1/4" 11'-6 3/4" 11'-4 1/4" 11'-4 1/4" SF1 SF1 SA4 SA4 SD6 SD4.1 11'-5 1/2" SD4 AL I G N 9'-9 1/4" 8 3/4" SB4.1 1' - 4" 4'-5"10'-2" 1'-8 1/4" 6 1/4" ALIGN 1' - 4" SB4.1 SB4.1 SB4.1 SB4.1 AL I G N 7 1/4" 10'-4 1/4" SA6 SB2.1 SB2.1 SB4 SA6.1 HALF WALL ALIGN 1' - 0" 9'-5" 1'-0 1/4" AL I G N 1'-0 3/4" 10'-3 1/2" SB2.1 SB4.1 ESA4 ESA4 AL I G N FR A M I N G T O EL E V A T O R WA L L SB4.1 SA6 SA4 SB2.1 EX I S T I N G R A M P D6 A503 D6 A503 D6 A503 D6 A503 AL I G N SA4.1 SA4 SA4.1 SA4.1 SA4.1 SA6.1 SA4 SA4 22'-0" 3/4" 21'-2" 9 1/4" 1'-5" 1'-0 1/2" 3'-3 1/2" 10'-0 1/4" 2 1/2"4 1/2" 10'-0"1'-6" 7 1/4" SB3.1 SB3.1 SB3.1SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1SB2.1 SB3.1 SB2.1 SB3.1 SB3.1 SB3.1 SB3.1 SA8 AL I G N C5 A511 4" 2'-10 3/4" 2 1/2"2 1/2" 2 1/2"4" 10 3/4" 3 1/4"3 1/4" 4" LEGEND: INT. PARTITION CONDITIONS 1-HR FIRE RATED PARTITION 2-HR FIRE RATED PARTITION NON-FIRE RATED WALL TAG (description) SA6a CORE MATERIAL (SEE LEGEND) LAYERS (SEE LEGEND) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) FIRE RATED WALL TAG (description) FIRE RATING (IF APPLICABLE) 1SA6a CORE MATERIAL (SEE LEGEND BELOW) LAYERS (REF PARTITIONS SHEET) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) C = CONCRETE WALLS, MASONRY S = STEEL STUDS W = WOOD STUDS CORE MATERIAL LEGEND CORE SIZE LEGEND STEEL STUDS WOOD STUDS MASONRY (WIDTH) BCONCRETE (WIDTH) 1 =A7/8" 2 = 1 5/8" 1 1/2" 3 = 2 1/2" 2 1/2" 4 = 3 5/8" 3 1/2" MASONRY SIZE 4" 5 = 6 = 6" 5 1/2" MASONRY SIZE 6" CONCRETE 6" 8 = 8" 7 1/4" MASONRY SIZE 8" CONCRETE 8" 10 = 9 1/4" MASONRY SIZE 10" CONCRETE 10" 12 = 11 1/4" MASONRY SIZE 12" CONCRETE 12" 14 = CONCRETE 14" 16 =MASONRY SIZE 16" SUPERSCRIPT NOTES - A - HAT CHANNEL FURRING IN LIEU OF METAL STUD B - IF WALL IS STRUCTURAL, DO NOT TAG WALL OR INCLUDE IN WALL TYPES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A121b Level 01 Area B Wall Type & Dimension Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 01 Area B Dimension Plan KEY PLAN A B ABOVE A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 1 G J L M N P Q E C 2 3 4 51.5 ? ELECTRICAL ROOM 242 TECH SERV STORAGE 2-E TECH SERVICES 238 SA4 SA4 SA4.1 SHEET MUSIC 236 SA4 SA4 LARGE COMPUTER CLASSROOM 234 OPEN COMPUTERS 240 SA4.1 SA4.1 MOTHERS 243 SA4 OPEN STUDY 53 SJ4.1 SJ4.1 PRESS ROOM 226 SPECIAL COLLECTIONS 228 VAULT 228E ARCHIVE 228D SJ4.1 INSTRUCTION 2 224 INSTRUCTION 1 222 DCAM 228B OFFICE 228A SCANNER 228C SA4 SA4 OFFICE 232 SD4.1 SD4.1 STUDY (MED) 216 STUDY (MED) 214 STUDY (MED) 218 STUDY (SM) 204 JANITOR'S OFFICE 241 SA4 SA4 OFFICE 230 SD4 OFFICE 202 SE4.1 SD4.1 SD4.1 STUDY (SM) 212 STUDY (SM) 210 STUDY (SM) 208 OFFICE 200 OPEN STUDY 220 MECHANICAL 2-D SA4 SA4.1 SA6.1 SA4SA4 SA4 I.T. 245 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SJ4.1 SA4 SA4.1 SA4.1 SA4.1 MEN'S RESTROOM 247 WOMEN'S RESTROOM 248 STAIR 2-G ELEV 2-H MECH CHASE 2-J STAIR 2-A STAIR 2-B OPEN STUDY 250 MECH 2-C MECH CHASE 2-F HALL 2-K Room 2-M HALL 2-M SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 4'-11 1/2" 2'-6"1'-3 1/4" 1'-1 3/4" 28'-3" 1'-3 1/4" 11 1/4" 12'-11" 11'-8" 11 1/4" 25'-6" 5'-6" 5'-9 1/4"7'-0 3/4" 18'-6" 4'-2" 8'-2 1/2" 13'-1 3/4" 15'-3 1/2"15'-4 1/4" 15'-4" 1'-2" 11'-9" 12'-4" 3" 12'-0 1/4"11'-7 1/2"11'-4 3/4" 6'-6" 4'-11 1/2" 2'-5 1/4"2'-1 3/4" 4'-11 1/2"16'-10 1/2" 1'-6 3/4" 3'-0 3/4"11'-11 1/4"10'-6" 1'-0" 1'-0"24'-6"7'-5 1/4" 3'-9 1/2"9'-1 3/4" 6 SC4 ALIGN FRAMING TO COLUMN, TYP. FAMILY RR 244 SF1 SC4 SC4 SC4 SC4 SA4.1 SC4SC4 SC4 SC4 SC4 SC4 SC4 SA4.1 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SA4 SA4 SA4 SA4 SC4 SA4.1 SA4.1 SA4.1 5'-2 3/4" 7'-1 3/4" 2'-7 1/4" 10'-6 1/2" 5'-6" ALIGN 1'-0" 1'-0" 9'-9 1/4"5'-5" 3'-5 1/4" 4'-7" ALIGN ALIGN 7'-0 3/4" 6'-4" ALIGN ABOVE & BELOW EXTERIOR WINDOW, TYP. 1' - 0" TYP. SB3.1 SC4 SC4 SC6SC6SC4 SC4 SC6 SC4 SC4 SC6 SC4 SC6 SC4 SC6 SC4 SA4 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 5'-2 3/4" 4'-6" 4'-6" 4'-6" 5'-2 3/4" 7 1/2" SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 5'-2 3/4" 4'-6" 4'-6" 4'-6" 5'-2 3/4" 7 1/2" 3' - 4" 3' - 4" 16'-8 1/2" 4'-9 3/4"7'-1 1/2" 1'-6" ALIGN ALIGN FRAMING AT COLUMN, TYP. SA4.1 SA4.1 SB4.1SB4.1 SB4 SB2.1SA4SA4 SB4 SB4.1 SA4 SJ4.1 SJ4.1 SA4 SA4 SA4 SA4 07.12 JANITOR'S CLOSET 249 STUDY (MED) 206 SA4.1 SA4.1 SA4.1 SA4 SB4.1 SB4.1 SB4.1 IT 241A SA4 SA4 ALIGNALIGN ALIGN SIME3 A415 4 1/4" 11'-4 1/2"2 1/2" 1'-6 1/2" 6 3/4"12'-4"1'-4"13'-11 1/2"1'-4"13'-11 1/2"1'-5 3/4"1'-5 1/4"10'-5 1/2"1'-4 1/4"9'-11 1/2"1'-4 1/4"9'-11 1/2" 1'-4 1/2" 4'-5 1/2" 10'-9 3/4" 11'-7 1/2" 1'-5 3/4" 6'-5 1/2" 23'-2 1/2" 20'-2 1/2" 17'-8" 15'-3" E6 A512 SIME5 A512 TYP. AT COLUMNS, UNLESS OTHERWISE NOTED. SB2.1 SB2.1 SB2.1 SB2SA4 SB2.1 SA4.1 SB2.1 SB2.1 SB2 SA4.1 SB2.1 SB1 SB1 SB4.1 SB3.1 SB3.1 2" 2"2" 4'-0"8 1/2" 2" 2 1/2" 2'-5 3/4" LEGEND: INT. PARTITION CONDITIONS 1-HR FIRE RATED PARTITION 2-HR FIRE RATED PARTITION NON-FIRE RATED WALL TAG (description) SA6a CORE MATERIAL (SEE LEGEND) LAYERS (SEE LEGEND) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) FIRE RATED WALL TAG (description) FIRE RATING (IF APPLICABLE) 1SA6a CORE MATERIAL (SEE LEGEND BELOW) LAYERS (REF PARTITIONS SHEET) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) C = CONCRETE WALLS, MASONRY S = STEEL STUDS W = WOOD STUDS CORE MATERIAL LEGEND CORE SIZE LEGEND STEEL STUDS WOOD STUDS MASONRY (WIDTH) BCONCRETE (WIDTH) 1 =A7/8" 2 = 1 5/8" 1 1/2" 3 = 2 1/2" 2 1/2" 4 = 3 5/8" 3 1/2" MASONRY SIZE 4" 5 = 6 = 6" 5 1/2" MASONRY SIZE 6" CONCRETE 6" 8 = 8" 7 1/4" MASONRY SIZE 8" CONCRETE 8" 10 = 9 1/4" MASONRY SIZE 10" CONCRETE 10" 12 = 11 1/4" MASONRY SIZE 12" CONCRETE 12" 14 = CONCRETE 14" 16 =MASONRY SIZE 16" SUPERSCRIPT NOTES - A - HAT CHANNEL FURRING IN LIEU OF METAL STUD B - IF WALL IS STRUCTURAL, DO NOT TAG WALL OR INCLUDE IN WALL TYPES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A122a Level 02 Area A Wall Type & Dimension Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 02 Area A Dimension Plan KEY PLAN A B ALIGN REF. REF. A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 16151413121110987 K H F D B A OFFICE 264 CLASSROOM 276 STUDY 288D STUDY 288G SA4 CLASSROOM 272 SA4 OFFICE 288B OFFICE 288C ENGLISH TRANSITION CENTER 288 OPEN TUTORING 254 STUDY SKILLS 252 WRITING CENTER OPEN TUTORING 256 SA4 SA4.1 SA4.1 SA4.1 STUDY 269 STUDY 268 STUDY 267 STUDY 266 OFFICE 265 SA4.1 STORAGE 270J STUDY 270H PREP / STORAGE 270B CLASSROOM 258 CLASSROOM 260 PREP / STORAGE 256A OFFICE 256B SA4 SA4 OFFICE 256C STUDY 288F STUDY 288E OPEN TUTORING CENTER 270 SA4 SA4 SA4 SA4 ADJUNCT OFFICE 286 TR / COMM. 280 SA4 SA4 SA4 SA4.1 SA4 SA4 SA4 SA4 SA4 CLASSROOM 278 PRE-FUNCTION 270C PRE-FUNCTION 270D PRE-FUNCTION 270E RECEPTION 270A SA4 PREFUNCTION 270F STORAGE 288H SA4 SA4.1 SA4.1 STUDY 252B PREP / STORAGE 252G SA4.1 OFFICE 252E SA4.1 SA4.1 SA4 SA4 STORAGE 252F OFFICE 252D SA4.1 STUDY 252A SA4 SA4 SA4.1 SA4.1 STUDY 252C SA4 SA4.1 SA4.1 STUDY 270G ELEV 2-R WOMEN'S RESTROOM 284 MEN'S RESTROOM 282 STAIR 2-P STOR 299 MECH 2-T CLASSROOM 274 Room 2-S HALL 2-Q HALL 2-U HALL 2-W SA4 SA4 SA4 STUDY 288A SA4.1 2'-2"5'-4 1/2"7'-6 1/2"7'-6 1/2" 1'-6 1/2" 6'-0"11'-11 1/4"4'-1" 10'-7 3/4" 8'-8"3'-9"16'-2 1/2"5'-5 1/4" 4 1/4" SB4.1 SB4.1SB4.1 5'-6"4'-9 1/2" 6'-9 1/2"7'-10 1/2"14'-1 1/2"5"14'-8"6'-11" 8'-9 1/2" SA4.1 10'-11" 9"11'-8"10'-4"2'-0 1/2"10'-11 1/2"9'-0"1'-9"10'-6" 5'-8 1/2" 10'-3 1/2"8"10'-11 1/2"5'-5"5'-7 1/2" 7'-0" 11'-9" 10'-7" 2'-2" 9" 1'-0" SA4 SA4 2'-6" 7'-6" 10'-0" 4'-6" 4'-6" 7'-0" 10'-6" 10'-10" 2'-0" 1'-0" 8" 12'-5" 8 3/4" ALIGN ALIGN 10' - 10" AL I G N AL I G N AL I G N 11 5/8" SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 7'-7 1/4" 8'-5" AL I G N ALIGN ALIGN 5'-8 1/2" ALIGN SA4.1 SA4.1 SA4.1 SB4.1 SA4 SA4.1 SB2.1 2'-5 1/2" 8'-8 1/2" 6'-3 1/2"7'-11" AL I G N 1'-0 3/4"9'-11 3/4" AL I G N AL I G N AL I G N 1'-8"4'-1 1/4" SA4.1 SA4.1 SA4 SA4 SA4 SB4.1 SA6.1 HALF WALL SA4 SA4 SA4SB4 SA4.1 SA4.1 4'-6" SA4.1 D6 A503 SA4 SB4.1 SG1 SA4.1 SA4.1 SA4.1 SA4.1 5'-10 1/2" AL I G N 2'-6" ALIGN 1'-5 1/2" 1'-11 1/2" 5'-0 1/4"7"6'-11 1/2"7"6'-11 1/2"7" 1'-4" 5'-7 3/4"3/4"1" 9'-9" 9 3/4" 9 1/2" 5'-7 1/2"36'-7 1/2" 1'-7" 4 1/4" 2'-1 3/4" 7'-3 1/2" 9" 5'-4 1/2" 25'-2 3/4" E6 A512 E6 A512 20'-6"25'-2 3/4" SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB2.1SB2.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SB3.1 SA6 2 1/2" 5 3/4" 7" LEGEND: INT. PARTITION CONDITIONS 1-HR FIRE RATED PARTITION 2-HR FIRE RATED PARTITION NON-FIRE RATED WALL TAG (description) SA6a CORE MATERIAL (SEE LEGEND) LAYERS (SEE LEGEND) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) FIRE RATED WALL TAG (description) FIRE RATING (IF APPLICABLE) 1SA6a CORE MATERIAL (SEE LEGEND BELOW) LAYERS (REF PARTITIONS SHEET) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) C = CONCRETE WALLS, MASONRY S = STEEL STUDS W = WOOD STUDS CORE MATERIAL LEGEND CORE SIZE LEGEND STEEL STUDS WOOD STUDS MASONRY (WIDTH) BCONCRETE (WIDTH) 1 =A7/8" 2 = 1 5/8" 1 1/2" 3 = 2 1/2" 2 1/2" 4 = 3 5/8" 3 1/2" MASONRY SIZE 4" 5 = 6 = 6" 5 1/2" MASONRY SIZE 6" CONCRETE 6" 8 = 8" 7 1/4" MASONRY SIZE 8" CONCRETE 8" 10 = 9 1/4" MASONRY SIZE 10" CONCRETE 10" 12 = 11 1/4" MASONRY SIZE 12" CONCRETE 12" 14 = CONCRETE 14" 16 =MASONRY SIZE 16" SUPERSCRIPT NOTES - A - HAT CHANNEL FURRING IN LIEU OF METAL STUD B - IF WALL IS STRUCTURAL, DO NOT TAG WALL OR INCLUDE IN WALL TYPES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A122b Level 02 Area B Wall Type & Dimension Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 02 Area B Dimension Plan KEY PLAN A B A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK B. DO NOT SCALE THE DRAWINGS C. ALL EXPOSED INTERIOR STEEL COLUMNS TO BE PAINTED PNT-01 - SEE FINISH SCHEDULE D. ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED, UNLESS NOTED OTHERWISE E. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES H. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES I. SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS J. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION K. DOOR OPENINGS ARE TO BE LOCATED 4" FROM THE FACE OF ADJACENT STUD UNLESS NOTED OTHERWISE. L. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LEVEL 5 WALL FINISH LOCATIONS. M. SEE SIGNAGE PLAN FOR IN WALL BLOCKING LOCATIONS. N. ALL EXPOSED VINYL WALL COVERING WRAPPED COLUMNS ARE TO RECIEVE A PAINTED 1/4" GYP BOARD WRAP DIRECTLY OVER EXISTING WALL GENERAL NOTES 1 G J L M N P Q E C 2 3 4 5 KIDS PLAY 344CRESTROOM 344B MOTHERS ROOM 344A STUDY (SM) 332 STUDY (SM) 336 STUDY (SM) 314 STUDY (SM) 316 ELEC 364 STUDY (SM) 320 STUDY (SM) 338 STUDY (SM) 318 ELECTRICAL 324B STUDY (SM) 334 SA4.1 OFFICE 310 OFFICE 312 JUVENILE 300 SD4.1 STORAGE 306 SD4.1 STUDY (MED) 304 STUDY (MED) 302 SB4 SA4 SA4 SA6.1 FAMILY STUDY 344 ( QUIET ) OPEN STUDY 342 OPEN STUDY 362 Bridge Connection - BRIDGE CONNECTION 3-A STAIR 1 3-B MENS 368 WOMENS 366 TEST RM 378 STUDY (SM) 330 Janitors Closet 376 SD4.1 OFFICE 322 MAC EQUIP 324A STUDY (LG) 328 STUDY (LG) 326 SD4.1 SA4.1 MAC LAB 324 SD4.1 SD4.1 SD4.1 SA4 SA4 SA4 TEST RM 374 SA4 SA4 SA4 SA4 SA4 SA4 SD4 SD4.1 SA4 SA4 SA4.1 SA4 SA4 SA4 SA4 SA4 SA4 SA4 SA4 SA4.1 SD4.1 SD4.1 STUDY (SM) 340 SA4.1 ELECTRICAL 308 STORAGE 352 TEST RM 382 TEST RM 380 TEST RM 372 TEST RM 370 TEST RM 360 TEST RM 358 TEST RM 356 TEST RM 350 TEST RM 348 TEST RM 346 MECH CHASE 3-E MECH 3-D STAIRS 3-C STAIR 3-F ELEV 3-G MECH CHASE 3-H SB4 SA6.1 6"6'-4"9'-11 1/2"8'-8 3/4"4'-3 1/4" ALIGN 11'-3 3/4" 11'-7" 3'-10 1/2" 9'-11 3/4" 8'-8" 6'-10 1/2" 9 1/2" 10'-6" 14'-2 3/4" 11'-8 1/2" 13'-0 1/2" 9 1/4" 12'-3 1/4" 13'-0 1/4" 12'-9" 12'-10 3/4" 12'-7 1/4" 12'-8" 9 1/2" 9 1/2" 9 1/2" 16'-2" 9'-4"7'-8 1/4" ALIGN 5'-11" 9'-1 3/4" 9'-0" 9'-0 3/4" ALIGN 1'-1" 7'-1" 8'-2" ALIGN ALIGN ALIGN 5'-11"1'-8"7'-7"7'-7 3/4" 3'-1" 14'-3 3/4" 6 5'-11"1'-8"7'-7"7'-7 3/4" 10'-9" 5'-11" 10 1/4" 8'-10 1/2"4'-9 1/2"5'-0" HALF WALL HALF WALL SA4 SA4 SA4 SA4 SC4 SC4 SA4 SA4.1 SD4.1 SD4.1 SA4.1 SC4 SA4.1 SA4.1 SC4 SA4.1 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SC4 SA4 1'-0" 10" 11'-2 1/2" 6'-8 1/2" 7'-7" 4'-8" 1'-0" 1'-0" TYP. SB3.1 ABOVE & BELOW EXTERIOR WINDOW, TYP. SC4 AL I G N SA4 SA4 SC4SC4 ALIGN FRAMING AT COLUMN, TYP. SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 SA4.1 3'-3 1/2"2'-8 1/2"4'-5"6'-0"4'-5"6'-0" 3'-4 3/4" 4'-6" 4'-4 3/4" 4'-5 1/4" 3'-4" ALIGN FRAMING @ COLUMN 3'-3 1/2" AL I G N AL I G N 1'-0" 14'-2 3/4" SB4 2SH4 SD4.1 SA6 SA4.1 OPEN STUDY 383 D6 A503 TYP. D6 A503 SA4.1 SA4 SA4 2SH4 SB4 SA4.1 SA4.1 SA4 SA6.1 SIME1 A415 TYP. AT COLUMNS, UNLESS OTHERWISE NOTED. SB2.1 SB3.1 1'-0 1/2" 1'-2 1/2" 2"2"2" 2"2" 2" 2" 2" 2" 2" 2" 2" 2"2"2" 2"2 1/2"2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" LEGEND: INT. PARTITION CONDITIONS 1-HR FIRE RATED PARTITION 2-HR FIRE RATED PARTITION NON-FIRE RATED WALL TAG (description) SA6a CORE MATERIAL (SEE LEGEND) LAYERS (SEE LEGEND) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) FIRE RATED WALL TAG (description) FIRE RATING (IF APPLICABLE) 1SA6a CORE MATERIAL (SEE LEGEND BELOW) LAYERS (REF PARTITIONS SHEET) CORE SIZE (ROUNDED; SEE LEGEND) HEAD CONDITION MODIFIER (IF APPLICABLE) C = CONCRETE WALLS, MASONRY S = STEEL STUDS W = WOOD STUDS CORE MATERIAL LEGEND CORE SIZE LEGEND STEEL STUDS WOOD STUDS MASONRY (WIDTH) BCONCRETE (WIDTH) 1 =A7/8" 2 = 1 5/8" 1 1/2" 3 = 2 1/2" 2 1/2" 4 = 3 5/8" 3 1/2" MASONRY SIZE 4" 5 = 6 = 6" 5 1/2" MASONRY SIZE 6" CONCRETE 6" 8 = 8" 7 1/4" MASONRY SIZE 8" CONCRETE 8" 10 = 9 1/4" MASONRY SIZE 10" CONCRETE 10" 12 = 11 1/4" MASONRY SIZE 12" CONCRETE 12" 14 = CONCRETE 14" 16 =MASONRY SIZE 16" SUPERSCRIPT NOTES - A - HAT CHANNEL FURRING IN LIEU OF METAL STUD B - IF WALL IS STRUCTURAL, DO NOT TAG WALL OR INCLUDE IN WALL TYPES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A123a Level 03 Area A Wall Type & Dimension Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 03 Area A Dimension Plan KEY PLAN A B 1 G J L M N P Q E C 2 3 4 51.5 TIER 2 016 OFFICE 018 OFFICE 020 MEN'S RR 015 WOMEN'S RR 014 CUSTODIAL STORAGE 042 STORAGE 044 QA 022A OPS 022 BDF 040 ELECTRICAL 038 CUSTODIAL 036 MECH CHASE 034 ELEV 0-J STAIR 0-E MECH CHASE O-F STAIR 0-E STORAGE 032 MECH ROOM 030 CHEMICALS ROOM O-D TECH ROOM 024 STUDENTS 026F OFFICE 026C SHORT TERM STORAGE 028 OFFICE 026A OFFICE 011 OFFICE 012 OFFICE 010 IMAGING AND STORAGE 009 BREAK ROOM 013 A1 8' - 0" B1 8' - 0"B1 8' - 0" A1 8' - 0" A1 8' - 0" A1 8' - 0" A1 8' - 0" A1 8' - 0" A1 8' - 0" A1 8' - 0" A1 8' - 0"A1 8' - 0" A1 8' - 0"A1 8' - 0"A1 8' - 0" A1 8' - 0" 0' - 0"E1 (EXISTING) A1 8' - 0"A1 8' - 0"A1 8' - 0"A1 8' - 0" 6 OFFICE 026E OFFICE 026D OFFICE 026B A1 8' - 0" C6 A515 C6 A515 C6 A515 A1 8' - 0" C6 A515 02.52 12.02 12.02 ACT-01: 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE CEILING LEGEND TYPE A1 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02a TYPE B1 EXPOSED STRUCTURE, WAFFLE CEILING. CLEAN AND PREP CONCRETE CEILING PRIOR TO PAINTING, INCLUDING REMOVAL OF ANY RESIDUAL FORMS, TIES, CHAMFER STRIPS, ETC, FOR A NEAT APPEARANCE. PAINTED PNT-02b @ ALL EXPOSED ELEMENTS INCLUDING BUT NOT LIMITED TO EXPOSED CONDUIT, SPRINKLER PIPING, ETC. REFER TO DETAIL E5/A514 FOR EXPOSED UNISTRUT AREAS. TYPE E-1 DECORATIVE CLOUD CEILING, GYP WITH WOOD VENEER SURROUND, RE: CEILING DETAILS FOR ALL FINISH TYPES TYPE D1 NOTE: ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GAUGE METAL FRAMING AND MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION. DECORATIVE CLOUD CEILING, WOOD VENEER WV-01, RE: FINISH SCHEDULE TYPE D1 EXISTING CEILING TILE/GRID, PROTECT DURING CONSTRUCTION EXISTING DRYVIT "CCP 2 COMMERCIAL CEMENT PLASTER"ASSEMBLY - SEE ASSEMBLY SHEET FOR DETAILS FINISH TO BE "SANDPEBBLE FINE" COLOR - OFFWHITE TO BE SELECTED FROM FULL RANGE OF COLOR OPTIONS TYPE F-1 ACP-02: TECTUM PANELS, RE: FINISH SCHEDULE SUBMIT ACOUSTICAL PANEL LAYOUT FOR APPROVAL NOT IN SCOPE TYPE G-1 EXPOSED TO EXISTING STRUCTURE TYPE E-2 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02c TYPE B2 INTEGRATED PICTURE RAIL, SEE CEILING DETAILS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A130a Level 00 Area A Reflected Ceiling Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - CEILING 1 VERIFY ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS WITH MECHANICAL DRAWINGS 2 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CEILING PATTERN IS TO BE CENTERED IN THE ROOM, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION 3 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILL DIFFUSER & LOCATIONS, VENTS, AND QUANTITY WITH MECHANICAL PLANS 4 VERIFY ALL LIGHTS, SMOKE DETECTORS, AND EXIT DEVICE LOCATIONS AND QUANTITIES WITH ELECTRICAL DRAWINGS. SEE ARCHITECTURE FOR LIGHT LAYOUT LOCATION. LIGHT FIXTURES TO BE CENTERED AND SYMMETRICALLY LOCATED IN UNITS AND SHARED SPACES UNLESS NOTED OTHERWISE 5 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING; SEE SHEET SERIES AE500 6 MAKE FACTORY EDGE WHERE TILE IS CUT TYPICAL FOR ALL LAY-IN ACOUSTICAL TILE WITH REGULAR EDGE 7 SEE SHEET SERIES A600's FOR FINISH MATERIAL SPECIFICATIONS 8 VERIFY CEILING HEIGHTS IN UNITS WITH SHEET SERIES A400's. CONTRACTOR TO VERIFY AND MAXIMIZE CEILING HEIGHT IN ALL AREAS DEPENDENT ON DUCTWORK LOCATIONS 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 PAINT ALL EXPOSED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL 11 EXPOSED SPRINKLER PIPING HELD DIRECTLY AGAINST BOTTOM OF CONCRETE FLANGE, PREP AND PAINT ALL EXPOSED SPRINKLER PIPE AND ATTACHMENTS, WHERE OCCURS 12 PREP AND PAINT ALL EXPOSED MECHANICAL DUCTING, PIPING, AND ACCESSORIES 13 PREP AND PAINT ALL EXPOSED CONCRETE CEILING STRUCTURE KEY PLAN A B 1/8" = 1'-0"A1 Level 00 Area A Reflected Ceiling Plan KEYED NOTES 02.52 DEMO EXISTING CEILING AS NEEDED FOR HVAC, PLUMBING, AND FIRE. SEE MECHANICAL, PLUMBING, AND FIRE. 12.02 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: A1;A515 DETAIL, RE: FINISH SCHEDULE SS SS SS SS SS SS PC PCPC ACT-01: 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE CEILING LEGEND TYPE A1 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02a TYPE B1 EXPOSED STRUCTURE, WAFFLE CEILING. CLEAN AND PREP CONCRETE CEILING PRIOR TO PAINTING, INCLUDING REMOVAL OF ANY RESIDUAL FORMS, TIES, CHAMFER STRIPS, ETC, FOR A NEAT APPEARANCE. PAINTED PNT-02b @ ALL EXPOSED ELEMENTS INCLUDING BUT NOT LIMITED TO EXPOSED CONDUIT, SPRINKLER PIPING, ETC. REFER TO DETAIL E5/A514 FOR EXPOSED UNISTRUT AREAS. TYPE E-1 DECORATIVE CLOUD CEILING, GYP WITH WOOD VENEER SURROUND, RE: CEILING DETAILS FOR ALL FINISH TYPES TYPE D1 NOTE: ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GAUGE METAL FRAMING AND MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION. DECORATIVE CLOUD CEILING, WOOD VENEER WV-01, RE: FINISH SCHEDULE TYPE D1 EXISTING CEILING TILE/GRID, PROTECT DURING CONSTRUCTION EXISTING DRYVIT "CCP 2 COMMERCIAL CEMENT PLASTER"ASSEMBLY - SEE ASSEMBLY SHEET FOR DETAILS FINISH TO BE "SANDPEBBLE FINE" COLOR - OFFWHITE TO BE SELECTED FROM FULL RANGE OF COLOR OPTIONS TYPE F-1 ACP-02: TECTUM PANELS, RE: FINISH SCHEDULE SUBMIT ACOUSTICAL PANEL LAYOUT FOR APPROVAL NOT IN SCOPE TYPE G-1 EXPOSED TO EXISTING STRUCTURE TYPE E-2 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02c TYPE B2 INTEGRATED PICTURE RAIL, SEE CEILING DETAILS 1 G J L M N P Q E C 2 3 4 51.5 6 B5 A311 A4 A516 E1 A516 E5 A515 TYP C5 A515 TYP A2 A561 TYP C5 A515 TYP E5 A515 TYP E5 A515 TYP E5 A515 TYP C5 A515 TYP C5 A515 TYP A2 A515 TYP TYP. A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 9' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" B1 10' - 0" B1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" B1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" B2 7' - 2" B2 7' - 2" B1 9' - 10" B1 9' - 0" B2 7' - 2" B1 10' - 2"B1 10' - 2" B1 10' - 2"B1 10' - 2" B1 10' - 2"B1 10' - 2" A1 10' - 0" B1 9' - 10"B1 9' - 10" A1 10' - 0" A1 10' - 0" A1 10' - 0" F1 13' - 6" F1 13' - 6" F1 13' - 6" F1 13' - 6" F1 13' - 6" F1 13' - 6" F1 13' - 6" F1 13' - 6" OFFICE 130 OFFICE 129 OFFICE 131 STUDY (MED) 132 STAIR 1-H RECEPTION 134 OFFICE 136 OFFICE 138 CONFERENCE ROOM 140 BREAKROOM 142 FAMILY RR 144 OPEN STUDY 122B MENS 146 WOMENS 148 JANITORS OFFICE 147 OPEN STUDY 122C STAIR 1-B HD BOOK COLLECTION 122 OPEN STUDY 122A STUDY (SM) 128 STUDY (SM) 127 STUDY (SM) 126 STUDY (MED) 125 STUDY (MED) 124 VESTIBULE 1-F CIRCULATION RECEPTION 110 OPEN STUDY 118 OFFICE 114A CHECK-IN 112 INTER LIBRARY LOAN WORKSPACE 114 OFFICE 106 OFFICE 108 OFFICE 104 STAIR 1-D HALLWAY 1-C MECH CHASE 1-K CIRCULATION RECEPTION 110 ELEC ROOM 102 RESERVE MEDIA 116 RESTROOM VESTIBULE 144A READING 150 ENTRY HALL 120B VESTIBULE 1-A STAIR 1-B 6' - 9 1/2" C3 A515 TYP C3 A515 TYP D4 A515 TYP E6 A515 B3 A515 C3 A515 TYP C3 A515 TYP E4 A515 E4 A515 E6 A515 B5 A515 A5 A515 TYP B5 A515 A2 A515 TYP G1 10' - 0" G1 10' - 0" G1 10' - 0" 15 ' - 4 1 / 2 " 5' - 0 3 / 4 " 5' - 0 3 / 4 " 15 ' - 4 1 / 2 " 5' - 0 3 / 4 " 5'-0 3/4"11'-3"6'-0"8'-3"8'-3"6'-0"11'-3"5'-0 3/4" 4'-7 1/2"10'-9 3/4"2'-1 1/2" 1' - 3 1 / 2 " 3' - 9 1 / 2 " 15 ' - 4 1 / 2 " 3' - 9 1 / 2 " 1' - 3 1 / 2 " 1'-8 1/4" 11'-3"6'-0"8'-3"20'-5 1/4"5'-0 3/4"1'-8 1/4"15'-6 3/4" CL B2 A515 B3 A515 E-2 E-2 B1 A515 TYP 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.0212.0212.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 A1 10' - 0" PNT-02a PNT-02a PNT-02a PNT-02a B1 MATCH EXISITNG HEIGHT B1 MATCH EXISITNG HEIGHT B5 A311 TYP. A2 A561 TYP 10.44 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A131a Level 01 Area A Reflected Ceiling Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - CEILING 1 VERIFY ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS WITH MECHANICAL DRAWINGS 2 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CEILING PATTERN IS TO BE CENTERED IN THE ROOM, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION 3 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILL DIFFUSER & LOCATIONS, VENTS, AND QUANTITY WITH MECHANICAL PLANS 4 VERIFY ALL LIGHTS, SMOKE DETECTORS, AND EXIT DEVICE LOCATIONS AND QUANTITIES WITH ELECTRICAL DRAWINGS. SEE ARCHITECTURE FOR LIGHT LAYOUT LOCATION. LIGHT FIXTURES TO BE CENTERED AND SYMMETRICALLY LOCATED IN UNITS AND SHARED SPACES UNLESS NOTED OTHERWISE 5 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING; SEE SHEET SERIES AE500 6 MAKE FACTORY EDGE WHERE TILE IS CUT TYPICAL FOR ALL LAY-IN ACOUSTICAL TILE WITH REGULAR EDGE 7 SEE SHEET SERIES A600's FOR FINISH MATERIAL SPECIFICATIONS 8 VERIFY CEILING HEIGHTS IN UNITS WITH SHEET SERIES A400's. CONTRACTOR TO VERIFY AND MAXIMIZE CEILING HEIGHT IN ALL AREAS DEPENDENT ON DUCTWORK LOCATIONS 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 PAINT ALL EXPOSED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL 11 EXPOSED SPRINKLER PIPING HELD DIRECTLY AGAINST BOTTOM OF CONCRETE FLANGE, PREP AND PAINT ALL EXPOSED SPRINKLER PIPE AND ATTACHMENTS, WHERE OCCURS 12 PREP AND PAINT ALL EXPOSED MECHANICAL DUCTING, PIPING, AND ACCESSORIES 13 PREP AND PAINT ALL EXPOSED CONCRETE CEILING STRUCTURE KEY PLAN A B KEYED NOTES 10.44 CEILING MOUNTED DISPLAY TV, OFOI, CONTRACTOR TO PROVIDE TV MOUNT AND SUPPORT AT CEILING 12.02 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: A1;A515 DETAIL, RE: FINISH SCHEDULE 1/8" = 1'-0"A1 Level 01 Area A Reflected Ceiling Plan PC 16151413121110987 K H F D B A MECH 08 SMALL MEETING 192A WORKSTATIONS/ FLEX SPACE 192 STORAGE 156D PRACTICE 156C PRACTICE 156E OFFICE 156F ELEV 1-T ELEV EQUIP 08A STORAGE 192C OFFICE 192B OFFICE 160B OFFICE 160A CONFERENCE ROOM 158 TUTORING ADMIN OPEN AREA 160 PRACTICE 156B PRACTICE 156A WORKSPACE 156 WOMEN'S RESTROOM 152 MEN'S RESTROOM 154 CLASSROOM 162 CLASSROOM 164 VESTIBULE 1-U CLASSROOM 166 CLASSROOM 168 STUDY 170A STUDY 170B STORAGE 170C MATH LAB RECEPTION 175 STUDENT PREP 174 I.T. HELP DESK 176 CLASSROOM 172 DROP IN MATH LAB 170 ADJUNCT OFFICE 180 OFFICE 181 OFFICE 182 OFFICE 183 OFFICE 184 OFFICE 185 OFFICE 186 ELECTRICAL 173 COLLABORATIVE SPACE 188 CONFERENCE 188B OFFICE 188A VESTIBULE 1-Z OFFICE 190B OFFICE 190A TRAINING AREA 190 STORAGE 190C A1 9' - 0" A1 9' - 0" A1 9' - 0" A1 9' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" B1 10' - 0" B1 10' - 0" B1 10' - 6" A1 9' - 0" STUDY 179 STUDY 178 A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" 0' - 0"E1 A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 9' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" B1 10' - 0"B1 10' - 0" A4 A512 A1 9' - 0" HALL 1-Y B1 10' - 0" D1 9' - 0" HALL 1-S A1 10' - 0" STAIRS 1-N HALL 1-P HALL 1-X A1 10' - 0" A1 10' - 0"A1 10' - 0"A1 10' - 0"A1 10' - 0"A1 10' - 0"A1 10' - 0" A1 10' - 0"A1 10' - 0" C5 A515 TYP C3 A515 TYP A5 A515 TYP A1 10' - 0" A5 A515 TYPA5 A515 TYP 10.23 E2 A516 10.23 10.23 10.23 12.05 A1 10' - 0" D1 9' - 0" 10.23 10.23 C5 A515 TYP A1 A516A3 A516 B5 A516 B4 A516 HALL 1-R 9' - 3 3/4" 14' - 0"14' - 0" 14 ' - 0 " 14 ' - 0 " 14' - 0" E1 A516 SIM. TYP. 14' - 0" 8' - 3 " F1 13' - 6 1/2" 11"5'-7"12'-2 1/4"2'-4 3/4"11" 19 ' - 4 1 / 2 " 12 ' - 6 " 9' - 6 " 6' - 6 " 15 ' - 6 " 14 ' - 5 " 14' - 0" 10.23 B1 A515 TYP B1 A515 TYP A1 8' - 0" B1 A515 TYP 12.02 12.06 12.02 12.02 12.02 12.02 12.02 12.02 12.06 12.06 12.06 12.06 B1 A515 TYP B1 A515 TYP 12.02 12.02 ACT-01: 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE CEILING LEGEND TYPE A1 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02a TYPE B1 EXPOSED STRUCTURE, WAFFLE CEILING. CLEAN AND PREP CONCRETE CEILING PRIOR TO PAINTING, INCLUDING REMOVAL OF ANY RESIDUAL FORMS, TIES, CHAMFER STRIPS, ETC, FOR A NEAT APPEARANCE. PAINTED PNT-02b @ ALL EXPOSED ELEMENTS INCLUDING BUT NOT LIMITED TO EXPOSED CONDUIT, SPRINKLER PIPING, ETC. REFER TO DETAIL E5/A514 FOR EXPOSED UNISTRUT AREAS. TYPE E-1 DECORATIVE CLOUD CEILING, GYP WITH WOOD VENEER SURROUND, RE: CEILING DETAILS FOR ALL FINISH TYPES TYPE D1 NOTE: ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GAUGE METAL FRAMING AND MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION. DECORATIVE CLOUD CEILING, WOOD VENEER WV-01, RE: FINISH SCHEDULE TYPE D1 EXISTING CEILING TILE/GRID, PROTECT DURING CONSTRUCTION EXISTING DRYVIT "CCP 2 COMMERCIAL CEMENT PLASTER"ASSEMBLY - SEE ASSEMBLY SHEET FOR DETAILS FINISH TO BE "SANDPEBBLE FINE" COLOR - OFFWHITE TO BE SELECTED FROM FULL RANGE OF COLOR OPTIONS TYPE F-1 ACP-02: TECTUM PANELS, RE: FINISH SCHEDULE SUBMIT ACOUSTICAL PANEL LAYOUT FOR APPROVAL NOT IN SCOPE TYPE G-1 EXPOSED TO EXISTING STRUCTURE TYPE E-2 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02c TYPE B2 INTEGRATED PICTURE RAIL, SEE CEILING DETAILS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A131b Level 01 Area B Reflected Ceiling Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - CEILING 1 VERIFY ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS WITH MECHANICAL DRAWINGS 2 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CEILING PATTERN IS TO BE CENTERED IN THE ROOM, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION 3 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILL DIFFUSER & LOCATIONS, VENTS, AND QUANTITY WITH MECHANICAL PLANS 4 VERIFY ALL LIGHTS, SMOKE DETECTORS, AND EXIT DEVICE LOCATIONS AND QUANTITIES WITH ELECTRICAL DRAWINGS. SEE ARCHITECTURE FOR LIGHT LAYOUT LOCATION. LIGHT FIXTURES TO BE CENTERED AND SYMMETRICALLY LOCATED IN UNITS AND SHARED SPACES UNLESS NOTED OTHERWISE 5 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING; SEE SHEET SERIES AE500 6 MAKE FACTORY EDGE WHERE TILE IS CUT TYPICAL FOR ALL LAY-IN ACOUSTICAL TILE WITH REGULAR EDGE 7 SEE SHEET SERIES A600's FOR FINISH MATERIAL SPECIFICATIONS 8 VERIFY CEILING HEIGHTS IN UNITS WITH SHEET SERIES A400's. CONTRACTOR TO VERIFY AND MAXIMIZE CEILING HEIGHT IN ALL AREAS DEPENDENT ON DUCTWORK LOCATIONS 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 PAINT ALL EXPOSED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL 11 EXPOSED SPRINKLER PIPING HELD DIRECTLY AGAINST BOTTOM OF CONCRETE FLANGE, PREP AND PAINT ALL EXPOSED SPRINKLER PIPE AND ATTACHMENTS, WHERE OCCURS 12 PREP AND PAINT ALL EXPOSED MECHANICAL DUCTING, PIPING, AND ACCESSORIES 13 PREP AND PAINT ALL EXPOSED CONCRETE CEILING STRUCTURE KEY PLAN A B 1/8" = 1'-0"A1 Level 01 Area B Reflected Ceiling Plan KEYED NOTES 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 12.02 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: A1;A515 DETAIL, RE: FINISH SCHEDULE 12.05 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: E3;A514 DETAIL, RE: FINISH SCHEDULE 12.06 DOUBLE ROLLER WINDOW SHADE, MANUAL, RS-02, RE: E4;A514 DETAIL, RE: FINISH SCHEDULE SS SSSSSSSSSSSS SS PC PC 1 G J L M N P Q E C 2 3 4 5 A1 10' - 0" TECH SERVICES 238 MECHANICAL 2-D SHEET MUSIC 236 SCANNER 228C DCAM 228B VAULT 228E ARCHIVE 228D OFFICE 228A OFFICE 232 LARGE COMPUTER CLASSROOM 234 STAIR 2-G TECH SERV STORAGE 2-E ELEV 2-H MECH CHASE 2-J OPEN COMPUTERS 240 OPEN STUDY 53 JANITOR'S OFFICE 241 MOTHERS 243 ELECTRICAL ROOM 242 MEN'S RESTROOM 247 WOMEN'S RESTROOM 248 I.T. 245 STAIR 2-A OFFICE 200 OFFICE 202 STUDY (SM) 204 STUDY (SM) 208 STUDY (SM) 210 STUDY (SM) 212 STAIR 2-B OPEN STUDY 220 STUDY (MED) 214 STUDY (MED) 216 STUDY (MED) 218 INSTRUCTION 1 222 INSTRUCTION 2 224 PRESS ROOM 226 SPECIAL COLLECTIONS 228 OFFICE 230 B1 10' - 0" A1 10' - 0" A1 10' - 0" STAIR 2-A A1 10' - 0" B2 7' - 2" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" 6 A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" 31' - 3 3/4" B1 7' - 2" B1 10' - 0" FAMILY RR 244 A1 10' - 0" CLOSET 224a CLOSET 222aA1 10' - 0"A1 10' - 0" B1 10' - 0" B1 9' - 0" A1 8' - 0" JANITOR'S CLOSET 249 STUDY (MED) 206 A1 8' - 0" B1 10' - 0" B1 10' - 0" A1 10' - 0" A5 A515 TYP D6 A515 A1 10' - 0" C6 A515 B5 A515 A2 A561 TYP E5 A515 TYP C5 A512 C5 A512 B1 A516 B2 A516 HALL 2-K E1 A516 SIM. TYP. B1 A516 B1 A516 B1 A516 E5 A515 TYP E5 A515 TYP E5 A515 TYP F1 13' - 6 1/2"F1 13' - 6 1/2"F1 13' - 6 1/2" A1 8' - 0" IT 241A B1 9' - 0" B1 9' - 0" 1'-4" 3 1/2"1'-5 1/4" 1'-3 1/2" 8'-3"9'-0"8'-3"8'-3"9'-0"8'-3"8'-3"9'-0" 17 ' - 3 " 25 ' - 6 " 5' - 0 3 / 4 " 47 ' - 9 3 / 4 " CL CL CL CL CL CL CL CL 3'-7" 1'-4 1/2" 1'-5 1/4" 1'-4 1/2"CL E-2 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 B1 A515 TYP B1 A515 TYP B1 A515 TYP B1 A515 TYP B1 A515 TYP B1 A515 TYP B1 A515 TYP OPEN STUDY 250 PNT-02a PNT-02a PNT-02a PNT-02a B1 MATCH EXISITNG HEIGHT B1 MATCH EXISITNG HEIGHT ACT-01: 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE CEILING LEGEND TYPE A1 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02a TYPE B1 EXPOSED STRUCTURE, WAFFLE CEILING. CLEAN AND PREP CONCRETE CEILING PRIOR TO PAINTING, INCLUDING REMOVAL OF ANY RESIDUAL FORMS, TIES, CHAMFER STRIPS, ETC, FOR A NEAT APPEARANCE. PAINTED PNT-02b @ ALL EXPOSED ELEMENTS INCLUDING BUT NOT LIMITED TO EXPOSED CONDUIT, SPRINKLER PIPING, ETC. REFER TO DETAIL E5/A514 FOR EXPOSED UNISTRUT AREAS. TYPE E-1 DECORATIVE CLOUD CEILING, GYP WITH WOOD VENEER SURROUND, RE: CEILING DETAILS FOR ALL FINISH TYPES TYPE D1 NOTE: ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GAUGE METAL FRAMING AND MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION. DECORATIVE CLOUD CEILING, WOOD VENEER WV-01, RE: FINISH SCHEDULE TYPE D1 EXISTING CEILING TILE/GRID, PROTECT DURING CONSTRUCTION EXISTING DRYVIT "CCP 2 COMMERCIAL CEMENT PLASTER"ASSEMBLY - SEE ASSEMBLY SHEET FOR DETAILS FINISH TO BE "SANDPEBBLE FINE" COLOR - OFFWHITE TO BE SELECTED FROM FULL RANGE OF COLOR OPTIONS TYPE F-1 ACP-02: TECTUM PANELS, RE: FINISH SCHEDULE SUBMIT ACOUSTICAL PANEL LAYOUT FOR APPROVAL NOT IN SCOPE TYPE G-1 EXPOSED TO EXISTING STRUCTURE TYPE E-2 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02c TYPE B2 INTEGRATED PICTURE RAIL, SEE CEILING DETAILS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A132a Level 02 Area A Reflected Ceiling Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 02 Area A Reflected Ceiling Plan GENERAL NOTES - CEILING 1 VERIFY ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS WITH MECHANICAL DRAWINGS 2 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CEILING PATTERN IS TO BE CENTERED IN THE ROOM, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION 3 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILL DIFFUSER & LOCATIONS, VENTS, AND QUANTITY WITH MECHANICAL PLANS 4 VERIFY ALL LIGHTS, SMOKE DETECTORS, AND EXIT DEVICE LOCATIONS AND QUANTITIES WITH ELECTRICAL DRAWINGS. SEE ARCHITECTURE FOR LIGHT LAYOUT LOCATION. LIGHT FIXTURES TO BE CENTERED AND SYMMETRICALLY LOCATED IN UNITS AND SHARED SPACES UNLESS NOTED OTHERWISE 5 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING; SEE SHEET SERIES AE500 6 MAKE FACTORY EDGE WHERE TILE IS CUT TYPICAL FOR ALL LAY-IN ACOUSTICAL TILE WITH REGULAR EDGE 7 SEE SHEET SERIES A600's FOR FINISH MATERIAL SPECIFICATIONS 8 VERIFY CEILING HEIGHTS IN UNITS WITH SHEET SERIES A400's. CONTRACTOR TO VERIFY AND MAXIMIZE CEILING HEIGHT IN ALL AREAS DEPENDENT ON DUCTWORK LOCATIONS 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 PAINT ALL EXPOSED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL 11 EXPOSED SPRINKLER PIPING HELD DIRECTLY AGAINST BOTTOM OF CONCRETE FLANGE, PREP AND PAINT ALL EXPOSED SPRINKLER PIPE AND ATTACHMENTS, WHERE OCCURS 12 PREP AND PAINT ALL EXPOSED MECHANICAL DUCTING, PIPING, AND ACCESSORIES 13 PREP AND PAINT ALL EXPOSED CONCRETE CEILING STRUCTURE KEY PLAN A B KEYED NOTES 12.02 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: A1;A515 DETAIL, RE: FINISH SCHEDULE PC 161514 13 13121110987 K H F D B A WRITING CENTER OPEN TUTORING 256 PREP / STORAGE 256A OFFICE 256B OFFICE 256C CLASSROOM 258 CLASSROOM 260 OFFICE 264 OFFICE 265 STUDY 266 STUDY 267 STUDY 268 STUDY 269 OPEN TUTORING CENTER 270 PREFUNCTION 270F PRE-FUNCTION 270E STUDY 270H STORAGE 270J CLASSROOM 272 CLASSROOM 278 MEN'S RESTROOM 282 WOMEN'S RESTROOM 284 TR / COMM. 280 PRE-FUNCTION 270C PRE-FUNCTION 270D PREP / STORAGE 270B OPEN TUTORING 254 OFFICE 252E STORAGE 252F PREP / STORAGE 252G STUDY 252B STUDY 252A STUDY 252C OFFICE 252D STUDY SKILLS 252 STAIR 2-P STOR 299 ENGLISH TRANSITION CENTER 288 STORAGE 288H OFFICE 288B OFFICE 288C ADJUNCT OFFICE 286 A1 10' - 0" A1 10' - 0" A1 9' - 0" A1 9' - 0" A1 9' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" B1 10' - 0"B1 10' - 0"B1 10' - 0" A1 10' - 0"A1 10' - 0" B1 10' - 0" A1 10' - 0" B1 8' - 0" B1 8' - 0" A1 10' - 0" B1 8' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0"A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" STUDY 270G OPEN TUTORING CENTER 270 ELEV 2-R RECEPTION 270A A1 10' - 0" CLASSROOM 276 CLASSROOM 274 A1 10' - 0"A1 10' - 0" A1 10' - 0" STUDY 288A STUDY 288D STUDY 288E STUDY 288F STUDY 288G HALL 2-Q HALL 2-Q STUDY SKILLS 252 HALL 2-W HALL 2-U STUDY SKILLS 252 A4 A512 A1 10' - 0" B1 10' - 0" B1 8' - 4" A1 10' - 0" B1 10' - 0" B1 10' - 0" A5 A515 TYP A5 A515 TYP A2 A561 TYP C6 A515 A1 10' - 0" A5 A515 TYP A5 A515 TYP C5 A512 C5 A512 A5 A512 B5 A512 10.23 10.23 10.23 10.23 10.23 10.23 D4 A516 A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" B1 10' - 6 1/2" D3 A516 12.05 12' - 0"14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" A2 A512 C1 A516 1'-5 3/4"1'-5 1/4"1'-5 3/4"1'-5 3/4"1'-5 1/4"1'-5 3/4" E-2 E-2 12.05 12.0212.02 12.02 12.02 14'-0" 12 ' - 0 " 10.23 STAIRS 2-V 12.02 12.02 12.06 12.06 12.02 12.02 12.02 12.02 12.02 12.02 12.0212.02 ACT-01: 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE CEILING LEGEND TYPE A1 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02a TYPE B1 EXPOSED STRUCTURE, WAFFLE CEILING. CLEAN AND PREP CONCRETE CEILING PRIOR TO PAINTING, INCLUDING REMOVAL OF ANY RESIDUAL FORMS, TIES, CHAMFER STRIPS, ETC, FOR A NEAT APPEARANCE. PAINTED PNT-02b @ ALL EXPOSED ELEMENTS INCLUDING BUT NOT LIMITED TO EXPOSED CONDUIT, SPRINKLER PIPING, ETC. REFER TO DETAIL E5/A514 FOR EXPOSED UNISTRUT AREAS. TYPE E-1 DECORATIVE CLOUD CEILING, GYP WITH WOOD VENEER SURROUND, RE: CEILING DETAILS FOR ALL FINISH TYPES TYPE D1 NOTE: ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GAUGE METAL FRAMING AND MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION. DECORATIVE CLOUD CEILING, WOOD VENEER WV-01, RE: FINISH SCHEDULE TYPE D1 EXISTING CEILING TILE/GRID, PROTECT DURING CONSTRUCTION EXISTING DRYVIT "CCP 2 COMMERCIAL CEMENT PLASTER"ASSEMBLY - SEE ASSEMBLY SHEET FOR DETAILS FINISH TO BE "SANDPEBBLE FINE" COLOR - OFFWHITE TO BE SELECTED FROM FULL RANGE OF COLOR OPTIONS TYPE F-1 ACP-02: TECTUM PANELS, RE: FINISH SCHEDULE SUBMIT ACOUSTICAL PANEL LAYOUT FOR APPROVAL NOT IN SCOPE TYPE G-1 EXPOSED TO EXISTING STRUCTURE TYPE E-2 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02c TYPE B2 INTEGRATED PICTURE RAIL, SEE CEILING DETAILS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A132b Level 02 Area B Reflected Ceiling Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - CEILING 1 VERIFY ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS WITH MECHANICAL DRAWINGS 2 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CEILING PATTERN IS TO BE CENTERED IN THE ROOM, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION 3 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILL DIFFUSER & LOCATIONS, VENTS, AND QUANTITY WITH MECHANICAL PLANS 4 VERIFY ALL LIGHTS, SMOKE DETECTORS, AND EXIT DEVICE LOCATIONS AND QUANTITIES WITH ELECTRICAL DRAWINGS. SEE ARCHITECTURE FOR LIGHT LAYOUT LOCATION. LIGHT FIXTURES TO BE CENTERED AND SYMMETRICALLY LOCATED IN UNITS AND SHARED SPACES UNLESS NOTED OTHERWISE 5 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING; SEE SHEET SERIES AE500 6 MAKE FACTORY EDGE WHERE TILE IS CUT TYPICAL FOR ALL LAY-IN ACOUSTICAL TILE WITH REGULAR EDGE 7 SEE SHEET SERIES A600's FOR FINISH MATERIAL SPECIFICATIONS 8 VERIFY CEILING HEIGHTS IN UNITS WITH SHEET SERIES A400's. CONTRACTOR TO VERIFY AND MAXIMIZE CEILING HEIGHT IN ALL AREAS DEPENDENT ON DUCTWORK LOCATIONS 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 PAINT ALL EXPOSED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL 11 EXPOSED SPRINKLER PIPING HELD DIRECTLY AGAINST BOTTOM OF CONCRETE FLANGE, PREP AND PAINT ALL EXPOSED SPRINKLER PIPE AND ATTACHMENTS, WHERE OCCURS 12 PREP AND PAINT ALL EXPOSED MECHANICAL DUCTING, PIPING, AND ACCESSORIES 13 PREP AND PAINT ALL EXPOSED CONCRETE CEILING STRUCTURE KEY PLAN A B 1/8" = 1'-0"A1 Level 02 Area B Reflected Ceiling Plan KEYED NOTES 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 12.02 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: A1;A515 DETAIL, RE: FINISH SCHEDULE 12.05 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: E3;A514 DETAIL, RE: FINISH SCHEDULE 12.06 DOUBLE ROLLER WINDOW SHADE, MANUAL, RS-02, RE: E4;A514 DETAIL, RE: FINISH SCHEDULE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS PC 1 G J L M N P Q E C 2 3 4 51.5 STUDY (SM) 340 STUDY (SM) 338 STUDY (SM) 336 STUDY (SM) 334 STUDY (SM) 332 STUDY (SM) 330 ELECTRICAL 324B MAC EQUIP 324A OFFICE 322 STUDY (SM) 320 STUDY (SM) 318 STUDY (SM) 316 STUDY (SM) 314 OFFICE 312 OFFICE 310 ELECTRICAL 308 STORAGE 306 STUDY (MED) 304 STUDY (MED) 302 BRIDGE CONNECTION 3-A Bridge Connection - STAIR 1 3-B JUVENILE 300 STUDY (LG) 328 TEST RM 382 TEST RM 380 TEST RM 378 Janitors Closet 376 WOMENS 366 MENS 368 TEST RM 370 TEST RM 372 TEST RM 374 ELEC 364 TEST RM 356 TEST RM 358 TEST RM 360 OPEN STUDY 362 STORAGE 352 TEST RM 350 TEST RM 348 TEST RM 346 RESTROOM 344B KIDS PLAY 344C MOTHERS ROOM 344A FAMILY STUDY 344 ( QUIET ) OPEN STUDY 342 0' - 0"E1 0' - 0"E1 0' - 0"E1 0' - 0"E1 A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0"A1 10' - 0" A1 10' - 0"A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0"A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" A1 10' - 0" MAC LAB 324 STUDY (LG) 326 B1 9' - 6" B1 8' - 0" B1 8' - 0"B1 8' - 0" A1 10' - 0" A1 10' - 0" 6 B1 10' - 0" A1 10' - 0" B2 7' - 2" B2 7' - 2" B1 9' - 0" B1 10' - 0" B1 10' - 6"B1 10' - 6" B1 10' - 6"B1 10' - 6" B1 10' - 6"B1 10' - 6" A1 10' - 0" B1 10' - 0" A2 A561 TYP E5 A515 TYP C6 A515 C3 A515 TYP E5 A515 TYP D4 A515 TYP C3 A515 TYP B5 A515 D6 A515 D6 A515 D6 A515 A1 10' - 0" D2 A516 D1 A516 OPEN STUDY 383 A1 10' - 0" E1 A516 SIM. TYP. B4 A311 E5 A515 TYP E5 A515 TYP E5 A515 TYP E5 A515 TYP E5 A515 TYP 08.13 08.13 F1 13' - 6 1/2"F1 13' - 6 1/2" D1 9' - 0" 5'-0 3/4"11'-3"6'-0"8'-3"8'-3"6'-0"11'-3"5'-0 3/4" 15 ' - 4 1 / 2 " 5' - 0 3 / 4 " 5' - 0 3 / 4 " 15 ' - 4 1 / 2 " 5' - 0 3 / 4 " 15 ' - 4 1 / 2 " 5' - 0 3 / 4 " 5' - 0 3 / 4 " 8'-3"9'-0"8'-3"8'-3"9'-0"8'-3" 5' - 0 3 / 4 " 25 ' - 6 " 17 ' - 3 " 8' - 3 " 5'-9 3/4"5'-9 3/4" 9' - 1 1 1 / 4 " 4' - 9 1 / 4 " 12.02 B1 A515 TYP B1 A515 TYP 12.02 12.02 12.02 12.02 12.0212.0212.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 12.02 PNT-02a PNT-02a PNT-02a PNT-02a B1 MATCH EXISITNG HEIGHT B1 MATCH EXISITNG HEIGHT ACT-01: 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE CEILING LEGEND TYPE A1 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02a TYPE B1 EXPOSED STRUCTURE, WAFFLE CEILING. CLEAN AND PREP CONCRETE CEILING PRIOR TO PAINTING, INCLUDING REMOVAL OF ANY RESIDUAL FORMS, TIES, CHAMFER STRIPS, ETC, FOR A NEAT APPEARANCE. PAINTED PNT-02b @ ALL EXPOSED ELEMENTS INCLUDING BUT NOT LIMITED TO EXPOSED CONDUIT, SPRINKLER PIPING, ETC. REFER TO DETAIL E5/A514 FOR EXPOSED UNISTRUT AREAS. TYPE E-1 DECORATIVE CLOUD CEILING, GYP WITH WOOD VENEER SURROUND, RE: CEILING DETAILS FOR ALL FINISH TYPES TYPE D1 NOTE: ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GAUGE METAL FRAMING AND MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION. DECORATIVE CLOUD CEILING, WOOD VENEER WV-01, RE: FINISH SCHEDULE TYPE D1 EXISTING CEILING TILE/GRID, PROTECT DURING CONSTRUCTION EXISTING DRYVIT "CCP 2 COMMERCIAL CEMENT PLASTER"ASSEMBLY - SEE ASSEMBLY SHEET FOR DETAILS FINISH TO BE "SANDPEBBLE FINE" COLOR - OFFWHITE TO BE SELECTED FROM FULL RANGE OF COLOR OPTIONS TYPE F-1 ACP-02: TECTUM PANELS, RE: FINISH SCHEDULE SUBMIT ACOUSTICAL PANEL LAYOUT FOR APPROVAL NOT IN SCOPE TYPE G-1 EXPOSED TO EXISTING STRUCTURE TYPE E-2 5/8" GYPSUM BOARD CEILING OR CLOUD ON METAL STUD, PAINTED PNT-02c TYPE B2 INTEGRATED PICTURE RAIL, SEE CEILING DETAILS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A133a Level 03 Area A Reflected Ceiling Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - CEILING 1 VERIFY ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS WITH MECHANICAL DRAWINGS 2 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CEILING PATTERN IS TO BE CENTERED IN THE ROOM, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION 3 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILL DIFFUSER & LOCATIONS, VENTS, AND QUANTITY WITH MECHANICAL PLANS 4 VERIFY ALL LIGHTS, SMOKE DETECTORS, AND EXIT DEVICE LOCATIONS AND QUANTITIES WITH ELECTRICAL DRAWINGS. SEE ARCHITECTURE FOR LIGHT LAYOUT LOCATION. LIGHT FIXTURES TO BE CENTERED AND SYMMETRICALLY LOCATED IN UNITS AND SHARED SPACES UNLESS NOTED OTHERWISE 5 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING; SEE SHEET SERIES AE500 6 MAKE FACTORY EDGE WHERE TILE IS CUT TYPICAL FOR ALL LAY-IN ACOUSTICAL TILE WITH REGULAR EDGE 7 SEE SHEET SERIES A600's FOR FINISH MATERIAL SPECIFICATIONS 8 VERIFY CEILING HEIGHTS IN UNITS WITH SHEET SERIES A400's. CONTRACTOR TO VERIFY AND MAXIMIZE CEILING HEIGHT IN ALL AREAS DEPENDENT ON DUCTWORK LOCATIONS 9 ELECTRICIAN SHALL NOT SET ANY CEILING J-BOXES THAT ARE FOR LIGHTS BEFORE THE FINAL LOCATION OF THE DROPPED SOFFITS HAVE BEEN DETERMINED. THIS WILL ENSURE THAT THE LIGHTS THAT NEED TO BE CENTERED ARE CORRECTLY CENTERED BETWEEN THE SOFFITS 10 PAINT ALL EXPOSED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL 11 EXPOSED SPRINKLER PIPING HELD DIRECTLY AGAINST BOTTOM OF CONCRETE FLANGE, PREP AND PAINT ALL EXPOSED SPRINKLER PIPE AND ATTACHMENTS, WHERE OCCURS 12 PREP AND PAINT ALL EXPOSED MECHANICAL DUCTING, PIPING, AND ACCESSORIES 13 PREP AND PAINT ALL EXPOSED CONCRETE CEILING STRUCTURE KEY PLAN A B 1/8" = 1'-0"A1 Level 03 Area A Reflected Ceiling Plan KEYED NOTES 08.13 24" X 24" CEILING ACCESS PANEL PAINTED TO MATCH ADJACENT CEILING COLOR. 12.02 SINGLE ROLLER WINDOW SHADE, MANUAL, RS-01, RE: A1;A515 DETAIL, RE: FINISH SCHEDULE 3 TT FLOOR FINISH LEGEND CARPET TILE Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NUMBER FINISH KEY FINISH CODE; REFER TO ELEVATIONS FOR ENTIRE SCOPE. REFER TO FINISH SCHEDULE FOR BASIS OF DESIGN. CPT-02 CPT-01 LUXURY VINYL TILERF-01CONCRETE CONCRETE PSC-01 SC-01 NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED OUT IN PLANS OR ELEVATION CARPET TILE *MULTIPLE FINISHES; SEE ELEVATION TYP. ROOM FINISH TAG ACCENT TAG XX - X X EX T E N T O F F I N I S H SC O P E ENTRY MAT TILEEM-01 TL-01 PORCELAIN TILE CPT-03 CARPET TILE WDF-01 WOOD FLOOR D3 A301 D3 A301 C1 A301 C1 A301 TIER 2 016 CPT-01 WB-01 PNT-01 OFFICE 010 CPT-01 WB-01 PNT-01 OFFICE 026A CPT-01 WB-01 PNT-01 OFFICE 011 CPT-01 WB-01 PNT-01 BREAK ROOM 013 RF-01 WB-01 PNT-01 OFFICE 018 CPT-01 WB-01 PNT-01 STORAGE 032 CPT-01 WB-01 PNT-01 OFFICE 012 CPT-01 WB-01 PNT-01 OFFICE 026C CPT-01 WB-01 PNT-01 STUDENTS 026F CPT-01 WB-01 PNT-01 TECH ROOM 024 CPT-01 WB-01 PNT-01 SHORT TERM STORAGE 028 CPT-01 WB-01 PNT-01 QA 022A CPT-01 WB-01 PNT-01 OFFICE 020 CPT-01 WB-01 PNT-01 OPS 022 CPT-01 WB-01 PNT-01 STORAGE CUSTODIAL STORAGE BDF MEN'S RR WOMEN'S RR ELECTRICAL CUSTODIALMECH CHASEELEVSTAIR MECH CHASESTAIR MECH ROOM CHEMICALS ROOM IMAGING AND STORAGE OFFICE 026D CPT-01 WB-01 PNT-01 OFFICE 026E CPT-01 WB-01 PNT-01 OFFICE 026B CPT-01 WB-01 PNT-01 HALL 0-C CPT-01 WB-01 PNT-01 HALL 0-D CPT-01 WB-01 PNT-01 FTE 026 CPT-01 WB-01 PNT-01 HALL 0-B CPT-01 WB-01 PNT-01 HALL 0-A CPT-01 WB-01 PNT-01 HALL DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G HALL 253 CPT-01 WB-01 PNT-01 HALL 257 CPT-01 WB-01 PNT-01 E2 A571 ______________ E4 A572 TYP 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A141 Level 00 Area A Finish Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - FINISH 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION 5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION 6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS 8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS 9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES 10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK 11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT ON-SITE PRIOR TO INSTALLATION 12 ALL GROUT TO BE SEALED 13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER 14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS FOR LOCATIONS 15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES 16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's 17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION 19 ALL GYP BOARD WALLS TO BE FINISHED. SEE FINISH PLAN ROOM TAGS FOR PAINT COLOR AND/OR FINISH 1/8" = 1'-0"A1 Level 00 AREA A FINISH PLAN KEYED NOTES FLOOR FINISH LEGEND CARPET TILE Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NUMBER FINISH KEY FINISH CODE; REFER TO ELEVATIONS FOR ENTIRE SCOPE. REFER TO FINISH SCHEDULE FOR BASIS OF DESIGN. CPT-02 CPT-01 LUXURY VINYL TILERF-01CONCRETE CONCRETE PSC-01 SC-01 NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED OUT IN PLANS OR ELEVATION CARPET TILE *MULTIPLE FINISHES; SEE ELEVATION TYP. ROOM FINISH TAG ACCENT TAG XX - X X EX T E N T O F F I N I S H SC O P E ENTRY MAT TILEEM-01 TL-01 PORCELAIN TILE CPT-03 CARPET TILE WDF-01 WOOD FLOOR CHECK-IN 112 CPT-01 WB-01 PNT-01 OFFICE 129 CPT-01 WB-01 PNT-01 OFFICE 130 CPT-01 WB-01 PNT-01 OFFICE 131 CPT-01 WB-01 PNT-01 STUDY (MED) 132 CPT-02 WB-01 PNT-01 OFFICE 136 CPT-01 WB-01 PNT-01RECEPTION 134 CPT-01 WB-01 PNT-01 OFFICE 138 CPT-01 WB-01 PNT-01 CONFERENCE ROOM 140 CPT-01 WB-01 PNT-01 BREAKROOM 142 RF-01 WB-01 PNT-01 STUDY (SM) 128 CPT-02 WB-01 PNT-01 STUDY (MED) 124 CPT-02 WB-01 PNT-01 STUDY (MED) 125 CPT-02 WB-01 PNT-01 STUDY (SM) 126 CPT-02 WB-01 PNT-01 STUDY (SM) 127 CPT-02 WB-01 PNT-01 OPEN STUDY 122A CPT-01 WB-01 PNT-01 HD BOOK COLLECTION 122 CPT-01 WB-01 PNT-01 VESTIBULE 1-F EM-01 - - CIRCULATION RECEPTION 110 CPT-01 WB-01 * OFFICE 108 CPT-01 WB-01 PNT-01 INTER LIBRARY LOAN WORKSPACE 114 CPT-01 WB-01 PNT-01 FAMILY RR 144 TL-01 WB-02 * OPEN STUDY 122C CPT-02 WB-01 PNT-01 OPEN STUDY 122B CPT-02 WB-01 PNT-01 MENS WOMENS JANITORS OFFICE OFFICE 106 CPT-01 WB-01 PNT-01 OFFICE 104 CPT-01 WB-01 PNT-01 OFFICE 114A CPT-01 WB-01 PNT-01 STAIR STAIR VESTIBULE STAIR HALLWAY MECH CHASE MECH CHASE ELEVATOR Room Room 1-M NIC NIC PNT-01 RESERVE MEDIA 116 CPT-01 WB-01 PNT-01 MECH ELEC ROOM 102 SC-01 WB-01 PNT-01 OPEN STUDY 100 CPT-01 WB-01 PNT-01 ENTRY HALL 120A TL-01 WB-01 PNT-01 READING 150 CPT-01 WB-01 PNT-01 B5 A311 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03PNT-04 WB-03 PNT-04 WB-06 WV-01, WB-07 OPEN STUDY 118 CPT-01 WB-01 PNT-01 WC-01 LEVEL 5 FINISH WC-01 WC-01 ENTRY HALL 120B BDF 34 RESTROOM VESTIBULE 144A CPT-01 WB-01 PNT-01 CPT-02 CPT-02 17' - 7 13/16"6' - 5 11/16" 9' - 4 3/8" 31' - 4 11/16" 3' - 4 15/16" 16' - 1 1/16" 3' - 8" PNT-01 WB-05 PNT-01 WB-05 TL-01TL-02 PNT-05, WB-04 E2 A147 D1 A147 E3 A147 PNT-04, WB-06 EM-01 EM-01 WC-01 LEVEL 5 FINISH DI R E C T I O N O F F L O O R I N G WC-01 LEVEL 5 FINISH DI R E C T I O N O F F L O O R I N G WC-01 LEVEL 5 FINISH DI R E C T I O N O F F L O O R I N G WC-01 LEVEL 5 FINISH DI R E C T I O N O F F L O O R I N G WC-01 LEVEL 5 FINISH DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING D1 A571 TYP D1 A571 TYP E1 A571 ______________ D1 A571 TYP E2 A571 ______________ E2 A571 ______________ D1 A571 TYP D1 A571 TYP WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH 16'-1" ALIGN ALIGN TL-01 TL-02 2'-0" EM-01 WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH B2 A431 ALIGN ALIGN 6'-8 1/4" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A142 Level 01 Area A Finish Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - FINISH 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION 5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION 6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS 8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS 9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES 10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK 11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT ON-SITE PRIOR TO INSTALLATION 12 ALL GROUT TO BE SEALED 13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER 14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS FOR LOCATIONS 15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES 16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's 17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION 19 ALL GYP BOARD WALLS TO BE FINISHED. SEE FINISH PLAN ROOM TAGS FOR PAINT COLOR AND/OR FINISH 1/8" = 1'-0"A1 Level 01 AREA A FINISH PLAN KEYED NOTES STORAGE 170C CPT-01 WB-01 PNT-01 STUDY 170B CPT-02 WB-01 PNT-01 STUDY 170A CPT-02 WB-01 PNT-01 CLASSROOM 168 CPT-01 WB-01 PNT-01 CLASSROOM 166 CPT-01 WB-01 PNT-01 ADJUNCT OFFICE 180 CPT-01 WB-01 PNT-01 OFFICE 181 CPT-01 WB-01 PNT-01 OFFICE 182 CPT-01 WB-01 PNT-01 OFFICE 183 CPT-01 WB-01 PNT-01 OFFICE 184 CPT-01 WB-01 PNT-01 OFFICE 185 CPT-01 WB-01 PNT-01 OFFICE 186 CPT-01 WB-01 PNT-01 CONFERENCE ROOM 158 CPT-01 WB-01 PNT-01 CONFERENCE 188B CPT-01 WB-01 PNT-01 COLLABORATIVE SPACE 188 CPT-01 WB-01 PNT-01 CLASSROOM 162 CPT-01 WB-01 PNT-01 CLASSROOM 164 CPT-01 WB-01 PNT-01 OFFICE 190B CPT-01 WB-01 PNT-01 OFFICE 190A CPT-01 WB-01 PNT-01 TRAINING AREA 190 CPT-01 WB-01 PNT-01 OFFICE 192B CPT-01 WB-01 PNT-01 SMALL MEETING 192A CPT-01 WB-01 PNT-01 OFFICE 160A CPT-01 WB-01 PNT-01 OFFICE 160B CPT-01 WB-01 PNT-01 TUTORING ADMIN OPEN AREA 160 CPT-02 WB-01 * OFFICE 156F CPT-01 WB-01 PNT-01 PRACTICE 156E CPT-01 WB-01 PNT-01 WORKSPACE 156 CPT-01 WB-01 PNT-01 STORAGE 156D RF-01 WB-01 PNT-01 DROP IN MATH LAB 170 CPT-01 WB-01 PNT-01 WORKSTATIONS/ FLEX SPACE 192 CPT-01 WB-01 PNT-01 CLASSROOM 172 CPT-01 WB-01 PNT-01 STUDENT PREP 174 CPT-01 WB-01 PNT-01 STUDY 178 CPT-02 WB-01 PNT-01 STUDY 179 CPT-02 WB-01 PNT-01 MATH LAB RECEPTION 175 CPT-02 WB-01 * I.T. HELP DESK 176 CPT-02 WB-01 * OFFICE 188A CPT-01 WB-01 PNT-01 STORAGE 190C CPT-01 WB-01 PNT-01 STORAGE 192C CPT-01 WB-01 PNT-01 PRACTICE 156C CPT-01 WB-01 PNT-01 PRACTICE 156B CPT-01 WB-01 PNT-01 PRACTICE 156A CPT-01 WB-01 PNT-01 VESTIBULE 1-U EM-01 WB-01 PNT-01 ELECTRICAL VESTIBULE 1-Z EM-01 WB-01 PNT-01 MECH ELEV EQUIP ELEV MEN'S RESTROOM WOMEN'S RESTROOM HALL 1-S CPT-02 WB-01 PNT-01 HALL 1-R CPT-01 WB-01 PNT-01 HALL 1-P CPT-01 WB-01 PNT-01 STAIRS 1-N CPT-01 WB-01 PNT-01 MECH HALL 1-V CPT-01 WB-01 PNT-01 HALL 1-X CPT-01 WB-01 PNT-01HALL 1-Y TL-01 WB-01 PNT-01 PNT-04 WB-03 PNT-04 WB-03 2' - 0" 5' - 4 1/4" TL-02 TL-02 3' - 0" 2' - 6" 5' - 1" 2' - 2" 4' - 8" 2' - 0" CP T - 0 2 - A L I G N S W I T H E X P O S E D C E I L I N G CP T - 0 2 - A L I G N S W I T H E X P O S E D C E I L I N G ALIGN CPT-02 - ALIGNS WITH D1 CEILING CPT-02 - ALIGNS WITH D1 CEILING DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORINGDIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING RF-01 ALIGN TL-01 TL-02 TL-01 TL-02 WALL GRAPHICS LEVEL 5 FINISH WALL GRAPHICS LEVEL 5 FINISH WA L L G R A P H I C S , LE V E L 5 F I N I S H WALL GRAHPICS LEVEL 5 FINISH WALL GRAPHICS, LEVEL 5 FINISH 4' - 8" ALIGNS WITH CEILING CLOUD ALIGNS WITH CEILING CLOUD EM-01 ALIGN ALIGN 7' - 3" 10 1/4" D1 A571 TYP D1 A571 TYP D1 A571 TYP D1 A571 TYP D1 A571 TYP D1 A571 TYP D1 A571 TYP E2 A571 ______________ RESTROOM VESTIBULE 2V CPT-01 WB-01 PNT-01 EM-01 E4 A572 TYP D1 A571 TYP D2 A571 E5 A571 TYP WALL GRAPHICS LEVEL 5 FINISH DI R E C T I O N O F F L O O R I N G FLOOR FINISH LEGEND CARPET TILE Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NUMBER FINISH KEY FINISH CODE; REFER TO ELEVATIONS FOR ENTIRE SCOPE. REFER TO FINISH SCHEDULE FOR BASIS OF DESIGN. CPT-02 CPT-01 LUXURY VINYL TILERF-01CONCRETE CONCRETE PSC-01 SC-01 NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED OUT IN PLANS OR ELEVATION CARPET TILE *MULTIPLE FINISHES; SEE ELEVATION TYP. ROOM FINISH TAG ACCENT TAG XX - X X EX T E N T O F F I N I S H SC O P E ENTRY MAT TILEEM-01 TL-01 PORCELAIN TILE CPT-03 CARPET TILE WDF-01 WOOD FLOOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A143 Level 01 Area B Finish Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 01 AREA B FINISH PLAN GENERAL NOTES - FINISH 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION 5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION 6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS 8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS 9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES 10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK 11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT ON-SITE PRIOR TO INSTALLATION 12 ALL GROUT TO BE SEALED 13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER 14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS FOR LOCATIONS 15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES 16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's 17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION 19 ALL GYP BOARD WALLS TO BE FINISHED. SEE FINISH PLAN ROOM TAGS FOR PAINT COLOR AND/OR FINISH KEYED NOTES ELECTRICAL ROOM 242 SC-01 WB-01 PNT-01 TECH SERV STORAGE 2-E SC-01 WB-01 PNT-01 TECH SERVICES 238 CPT-01 WB-01 PNT-01 SHEET MUSIC 236 CPT-01 WB-01 PNT-01 LARGE COMPUTER CLASSROOM 234 CPT-01 WB-01 PNT-01 OPEN COMPUTERS 240 CPT-01 WB-01 PNT-01 MOTHERS 243 RF-01 WB-01 PNT-01 OPEN STUDY 53 CPT-01 WB-01 PNT-01 PRESS ROOM 226 WDF-01 WB-01 PNT-01 SPECIAL COLLECTIONS 228 CPT-01 WB-01 PNT-01 VAULT 228E CPT-01 WB-01 PNT-01 ARCHIVE 228D CPT-01 WB-01 PNT-01 INSTRUCTION 2 224 CPT-01 WB-01 PNT-01 INSTRUCTION 1 222 CPT-01 WB-01 PNT-01 DCAM 228B CPT-01 WB-01 PNT-01 OFFICE 228A CPT-01 WB-01 PNT-01 SCANNER 228C CPT-01 WB-01 PNT-01 OFFICE 232 CPT-01 WB-01 PNT-01 STUDY (MED) 216 CPT-02 WB-01 PNT-01 STUDY (MED) 214 CPT-02 WB-01 PNT-01 STUDY (MED) 218 CPT-02 WB-01 PNT-01 STUDY (SM) 204 CPT-02 WB-01 PNT-01 JANITOR'S OFFICE 241 CPT-01 WB-01 PNT-01 OFFICE 230 CPT-01 WB-01 PNT-01 OFFICE 202 CPT-01 WB-01 PNT-01 STUDY (SM) 212 CPT-02 WB-01 PNT-01 STUDY (SM) 210 CPT-02 WB-01 PNT-01 STUDY (SM) 208 CPT-02 WB-01 PNT-01 OFFICE 200 CPT-01 WB-01 PNT-01 OPEN STUDY 220 CPT-01 WB-01 PNT-01 MECHANICAL 2-D SC-01 WB-01 PNT-01 I.T. MEN'S RESTROOM WOMEN'S RESTROOM STAIR ELEV MECH CHASE STAIR STAIR 2-B OPEN STUDY 250 CPT-01 WB-01 PNT-01 MECH MECH CHASE HALL 2-K CPT-01 WB-01 PNT-01 Room HALL 2-M CPT-01 WB-01 PNT-01 FAMILY RR 244 TL-01 WB-02 * CLOSET 222a CPT-01 WB-01 PNT-01 CLOSET 224a CPT-01 WB-01 PNT-01 B5 A311 STUDY (MED) 206 CPT-02 WB-01 PNT-01 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 D4 A147 C2 A147 DIRECTION OF FLOORING DI R E C T I O N OF F L O O R I N G TL-01 TL-02 2' - 0" 5' - 4 3/4" JANITOR'S CLOSET 249 SC-01 WB-01 PNT-01 3' - 0" 3' - 0" FRP-01 DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N OF F L O O R I N G DI R E C T I O N OF F L O O R I N G DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DI R E C T I O N OF F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N OF F L O O R I N G DI R E C T I O N OF F L O O R I N G DIRECTION OF FLOORING C2 A571 ______________ C2 A571 ______________ E1 A571 ______________ E1 A571 ______________ E2 A571 ______________ D1 A571 TYP D1 A571 TYP E1 A571 ______________ E1 A571 ______________ IT 241A SC-01 WB-01 PNT-01 WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH FLOOR FINISH LEGEND CARPET TILE Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NUMBER FINISH KEY FINISH CODE; REFER TO ELEVATIONS FOR ENTIRE SCOPE. REFER TO FINISH SCHEDULE FOR BASIS OF DESIGN. CPT-02 CPT-01 LUXURY VINYL TILERF-01CONCRETE CONCRETE PSC-01 SC-01 NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED OUT IN PLANS OR ELEVATION CARPET TILE *MULTIPLE FINISHES; SEE ELEVATION TYP. ROOM FINISH TAG ACCENT TAG XX - X X EX T E N T O F F I N I S H SC O P E ENTRY MAT TILEEM-01 TL-01 PORCELAIN TILE CPT-03 CARPET TILE WDF-01 WOOD FLOOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A144 Level 02 Area A Finish Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 02 AREA A FINISH PLAN GENERAL NOTES - FINISH 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION 5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION 6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS 8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS 9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES 10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK 11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT ON-SITE PRIOR TO INSTALLATION 12 ALL GROUT TO BE SEALED 13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER 14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS FOR LOCATIONS 15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES 16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's 17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION 19 ALL GYP BOARD WALLS TO BE FINISHED. SEE FINISH PLAN ROOM TAGS FOR PAINT COLOR AND/OR FINISH KEYED NOTES CLASSROOM 276 CPT-01 WB-01 PNT-01 CLASSROOM 272 CPT-01 WB-01 PNT-01 OFFICE 288B CPT-01 WB-01 PNT-01OFFICE 288C CPT-01 WB-01 PNT-01 ENGLISH TRANSITION CENTER 288 CPT-01 WB-01 PNT-01 OPEN TUTORING 254 CPT-01 WB-01 PNT-01 STUDY SKILLS 252 CPT-01 WB-01 PNT-01 WRITING CENTER OPEN TUTORING 256 CPT-01 WB-01 PNT-01 STUDY 269 CPT-02 WB-01 PNT-01 STUDY 268 CPT-02 WB-01 PNT-01 STUDY 267 CPT-02 WB-01 PNT-01 STUDY 266 CPT-02 WB-01 PNT-01 OFFICE 265 CPT-01 WB-01 PNT-01 OFFICE 264 CPT-01 WB-01 PNT-01 STORAGE 270J CPT-01 WB-01 PNT-01 STUDY 270H CPT-02 WB-01 PNT-01 PREP / STORAGE 270B RF-01 WB-01 PNT-01 CLASSROOM 258 CPT-01 WB-01 PNT-01 CLASSROOM 260 CPT-01 WB-01 PNT-01 PREP / STORAGE 256A RF-01 WB-01 PNT-01 OFFICE 256B CPT-01 WB-01 PNT-01 OFFICE 256C CPT-01 WB-01 PNT-01 OPEN TUTORING CENTER 270 CPT-01 WB-01 PNT-01 ADJUNCT OFFICE 286 CPT-01 WB-01 PNT-01 TR / COMM. 280 CPT-01 WB-01 PNT-01 CLASSROOM 278 CPT-01 WB-01 PNT-01 PRE-FUNCTION 270C CPT-02 WB-01 PNT-01 PRE-FUNCTION 270D CPT-02 WB-01 PNT-01 PRE-FUNCTION 270E CPT-02 WB-01 PNT-01 RECEPTION 270A CPT-02 WB-01 PNT-01 PREFUNCTION 270F CPT-02 WB-01 PNT-01 STUDY 252B CPT-02 WB-01 PNT-01 PREP / STORAGE 252G RF-01 WB-01 PNT-01 OFFICE 252E CPT-01 WB-01 PNT-01 STORAGE 252F RF-01 WB-01 PNT-01 OFFICE 252D CPT-01 WB-01 PNT-01 STUDY 252A CPT-02 WB-01 PNT-01 STUDY 252C CPT-02 WB-01 PNT-01 STUDY 270G CPT-02 WB-01 PNT-01 ELEV WOMEN'S RESTROOM MEN'S RESTROOM STAIR 2-P CPT-01 WB-01 PNT-01 STOR MECH CLASSROOM 274 CPT-01 WB-01 PNT-01 HALL 2-Q CPT-01 WB-01 PNT-01 HALL 2-U CPT-01 WB-01 PNT-01 HALL 2-W CPT-01 WB-01 PNT-01 STORAGE 288H CPT-01 WB-01 PNT-01 STUDY 288G CPT-02 WB-01 PNT-01 STUDY 288F CPT-02 WB-01 PNT-01 STUDY 288E CPT-02 WB-01 PNT-01 STUDY 288D CPT-02 WB-01 PNT-01 STUDY 288A CPT-02 WB-01 PNT-01 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 PNT-04, WB-03 Room 142f CPT-01 WB-01 PNT-01 Room 142g TL-01 TL-02 2' - 0" 4' - 8" TL-01 TL-02 2' - 0" 5' - 1 3/8" CPT-02 CPT-02 ALIGN 2' - 5 3/4" ALGIN ALGIN 2' - 2 3/4" 2' - 6" 11' - 0 3/16" 4' - 8" 2' - 0" TL-01 TL-02 D1 A571 TYP D1 A571 TYP E2 A571 ______________ D1 A571 TYPD1 A571 TYPE2 A571 ______________ E2 A571 ______________ E2 A571 ______________ ALIGN ALIGN ALIGN CPT-02 2'-5 3/4" E4 A572 TYP WALL GRAPHICS, LEVEL 5 FINISH WALL GRAPHICS, LEVEL 5 FINISH WALL GRAPHICS, LEVEL 5 FINISH WALL GRAPHICS, LEVEL 5 FINISH STAIRS 2-V NIC WB-01 PNT-01 DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G DIRECTION OF FLOORINGDIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N O F F L O O R I N G FLOOR FINISH LEGEND CARPET TILE Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NUMBER FINISH KEY FINISH CODE; REFER TO ELEVATIONS FOR ENTIRE SCOPE. REFER TO FINISH SCHEDULE FOR BASIS OF DESIGN. CPT-02 CPT-01 LUXURY VINYL TILERF-01CONCRETE CONCRETE PSC-01 SC-01 NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED OUT IN PLANS OR ELEVATION CARPET TILE *MULTIPLE FINISHES; SEE ELEVATION TYP. ROOM FINISH TAG ACCENT TAG XX - X X EX T E N T O F F I N I S H SC O P E ENTRY MAT TILEEM-01 TL-01 PORCELAIN TILE CPT-03 CARPET TILE WDF-01 WOOD FLOOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A145 Level 02 Area B Finish Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"B1 Level 02 AREA B FINISH PLAN GENERAL NOTES - FINISH 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION 5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION 6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS 8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS 9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES 10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK 11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT ON-SITE PRIOR TO INSTALLATION 12 ALL GROUT TO BE SEALED 13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER 14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS FOR LOCATIONS 15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES 16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's 17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION 19 ALL GYP BOARD WALLS TO BE FINISHED. SEE FINISH PLAN ROOM TAGS FOR PAINT COLOR AND/OR FINISH KEYED NOTES STUDY (SM) 332 CPT-02 WB-01 PNT-01 STUDY (SM) 336 CPT-02 WB-01 PNT-01 STUDY (SM) 314 CPT-02 WB-01 PNT-01 STUDY (SM) 316 CPT-02 WB-01 PNT-01 ELEC 364 SC-01 WB-01 PNT-01 STUDY (SM) 320 CPT-02 WB-01 PNT-01 STUDY (SM) 338 CPT-02 WB-01 PNT-01 STUDY (SM) 318 CPT-02 WB-01 PNT-01 ELECTRICAL 324B SC-01 WB-01 PNT-01 STUDY (SM) 334 CPT-02 WB-01 PNT-01 OFFICE 310 CPT-01 WB-01 PNT-01 OFFICE 312 CPT-01 WB-01 PNT-01 JUVENILE 300 CPT-01 WB-01 PNT-01 STORAGE 306 CPT-01 WB-01 PNT-01 STUDY (MED) 304 CPT-02 WB-01 PNT-01 STUDY (MED) 302 CPT-02 WB-01 PNT-01 KIDS PLAY 344C CPT-03 WB-01 PNT-01 MOTHERS ROOM 344A RF-01 WB-01 PNT-01 RESTROOM 344B TL-01 WB-02 * FAMILY STUDY 344 CPT-02 WB-01 PNT-01 ( QUIET ) OPEN STUDY 342 CPT-01 WB-01 PNT-01 OPEN STUDY 362 CPT-01 WB-01 PNT-01 BRIDGE CONNECTION 3-A CPT-01 WB-01 PNT-01 STAIR 1 MENS WOMENS TEST RM 378 CPT-01 WB-01 PNT-01 STUDY (SM) 330 CPT-02 WB-01 PNT-01 Janitors Closet OFFICE 322 CPT-01 WB-01 PNT-01 MAC EQUIP 324A CPT-01 WB-01 PNT-01 STUDY (LG) 328 CPT-02 WB-01 PNT-01 STUDY (LG) 326 CPT-02 WB-01 PNT-01 MAC LAB 324 CPT-01 WB-01 PNT-01 TEST RM 374 CPT-01 WB-01 PNT-01 STUDY (SM) 340 CPT-02 WB-01 PNT-01 ELECTRICAL 308 SC-01 WB-01 PNT-01 STORAGE 352 CPT-01 WB-01 PNT-01 TEST RM 382 CPT-01 WB-01 PNT-01 TEST RM 380 CPT-01 WB-01 PNT-01 TEST RM 372 CPT-01 WB-01 PNT-01 TEST RM 370 CPT-01 WB-01 PNT-01 TEST RM 360 CPT-01 WB-01 PNT-01 TEST RM 358 CPT-01 WB-01 PNT-01 TEST RM 356 CPT-01 WB-01 PNT-01 TEST RM 350 CPT-01 WB-01 PNT-01 TEST RM 348 CPT-01 WB-01 PNT-01 TEST RM 346 CPT-01 WB-01 PNT-01 MECH CHASE MECH STAIRS STAIR ELEV MECH CHASE PNT-04 WB-03 PNT-04, WB-03 PNT-04 WB-03 TL-01 TL-02 TL-01 TL-02 TL-01TL-02 C1 A147 PNT-04, WB-03 DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F F L O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G DIRECTION OF FLOORING DIRECTION OF FLOORING DI R E C T I O N O F FL O O R I N G DI R E C T I O N O F FL O O R I N G 5' - 4 3/4" E2 A571 ______________D1 A571 TYP E1 A571 ______________ D1 A571 TYP D1 A571 TYP E1 A571 ______________ D1 A571 TYP WB-02 WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH DIRECTION OF FLOORING WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-01 LEVEL 5 FINISH WC-03 FLOOR FINISH LEGEND CARPET TILE Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NUMBER FINISH KEY FINISH CODE; REFER TO ELEVATIONS FOR ENTIRE SCOPE. REFER TO FINISH SCHEDULE FOR BASIS OF DESIGN. CPT-02 CPT-01 LUXURY VINYL TILERF-01CONCRETE CONCRETE PSC-01 SC-01 NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED OUT IN PLANS OR ELEVATION CARPET TILE *MULTIPLE FINISHES; SEE ELEVATION TYP. ROOM FINISH TAG ACCENT TAG XX - X X EX T E N T O F F I N I S H SC O P E ENTRY MAT TILEEM-01 TL-01 PORCELAIN TILE CPT-03 CARPET TILE WDF-01 WOOD FLOOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A146 Level 03 Area A Finish Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 03 AREA A FINISH PLAN GENERAL NOTES - FINISH 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION 5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION 6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS 8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS 9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES 10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK 11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT ON-SITE PRIOR TO INSTALLATION 12 ALL GROUT TO BE SEALED 13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER 14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS FOR LOCATIONS 15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES 16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's 17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION 19 ALL GYP BOARD WALLS TO BE FINISHED. SEE FINISH PLAN ROOM TAGS FOR PAINT COLOR AND/OR FINISH PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 WC-01 WB-03 WC-01 WB-03 WC-01 WB-03 WC-01 WB-03 WC-01 WB-03 PNT-05 WB-04 PNT-05 WB-04 PNT-05 WB-04 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 PNT-04, WB-03 PNT-04, WB-03 WC-01 WB-03 WC-01 WB-03 WC-01 WC-01 WB-03 WC-01 WC-01 WC-01 WB-03 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 PNT-04, WB-03 WC-01 WB-03WC-01 WB-03 PNT-05, WB-04 PNT-05, WB-04 CPT-02CPT-02CPT-02 CPT-02 CPT-02 CPT-02 CPT-02 CPT-02 CPT-02 PNT-05, WB-04 PNT-04 WB-03 WC-01 CPT-02 PNT-04 WB-03 WC-01 CPT-02 PNT-04 WB-03 WC-01 CPT-02 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 WC-01 WC-01 WB-03 WC-01 WB-03 WC-01 WB-03 WC-01 PNT-05 WB-04 PNT-05, WB-04 PNT-05, WB-04 PNT-04 WB-03 WC-01 WC-01 WB-03 WC-01 WB-03 WC-01 WB-03 PNT-04 WB-03 WC-01 PNT-04 WB-03 PNT-04 WB-03 PNT-04 WB-03 CPT-02 CPT-02 CPT-02 CPT-02 CPT-02 WC-01 WB-03 PNT-04 WB-03 WC-01 WB-03 PNT-04 WB-03 WC-01 WB-03 PNT-04 WB-03 WC-01 PNT-04 WB-03 WC-01 PNT-04 WB-03 WC-01 WC-01 WB-03 PNT-04 WB-03 PNT-05, WB-04 CPT-02CPT-02 CPT-02 CPT-02 CPT-02 PNT-05, WB-04 CPT-02 PNT-04 WB-03 CPT-02 PNT-04 WB-03 CPT-02WC-01 WB-03 PNT-05, WB-04 FLOOR FINISH LEGEND CARPET TILE Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NUMBER FINISH KEY FINISH CODE; REFER TO ELEVATIONS FOR ENTIRE SCOPE. REFER TO FINISH SCHEDULE FOR BASIS OF DESIGN. CPT-02 CPT-01 LUXURY VINYL TILERF-01CONCRETE CONCRETE PSC-01 SC-01 NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED OUT IN PLANS OR ELEVATION CARPET TILE *MULTIPLE FINISHES; SEE ELEVATION TYP. ROOM FINISH TAG ACCENT TAG XX - X X EX T E N T O F F I N I S H SC O P E ENTRY MAT TILEEM-01 TL-01 PORCELAIN TILE CPT-03 CARPET TILE WDF-01 WOOD FLOOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A147 Enlarged Finish Plans 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"E2 LEVEL 1 OPEN STUDY 122A NORTH BOOTHS - ENLARGED FINISH PLAN 1/4" = 1'-0"D1 LEVEL 1 OPEN STUDY 122A EAST BOOTHS - ENLARGED FINISH PLAN 1/4" = 1'-0"E3 LEVEL 1 OPEN STUDY 118 BOOTHS- ENLARGED FINISH PLAN 1/4" = 1'-0"D4 LEVEL 2 OPEN STUDY 53 NORTH BOOTHS - ENLARGED FINISH PLAN 1/4" = 1'-0"C2 LEVEL 2 OPEN STUDY 53 SOUTH BOOTHS - ENLARGED FINISH PLAN 1/4" = 1'-0"C1 Level 03 QUIET OPEN STUDY 342 BOOTHS - ENLARGED FINISH PLAN GENERAL NOTES - FINISH 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION 5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION 6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS 8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS 9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES 10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK 11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT ON-SITE PRIOR TO INSTALLATION 12 ALL GROUT TO BE SEALED 13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER 14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS FOR LOCATIONS 15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES 16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's 17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION 19 ALL GYP BOARD WALLS TO BE FINISHED. SEE FINISH PLAN ROOM TAGS FOR PAINT COLOR AND/OR FINISH LEVEL 01 100' - 0" LEVEL 02 114' - 0" LEVEL 03 128' - 0" G J L M N P QEC LEVEL 00 87' - 0" E6 A604 4'-0" 4'-0" 6'-0" 6'-0" 4'-0" LEVEL 01 100' - 0" LEVEL 02 114' - 0" 1 LEVEL 03 128' - 0" 16 15 14 13 12 11 10 9 8 7 2345 LEVEL 00 87' - 0" TUTORING BRIDGE LIBRARY 6 2'-4 1/2" 2'-4 1/2"11'-0" 9'-10" APPROXIMATE CEILING HEIGHT 10'-0" 2'-4 1/2" 2'-4 1/2" 4'-0" 4'-0" 6'-0" 4'-0" 4'-0" 6'-0" 37'-7 1/2" LEVEL 01 100' - 0" LEVEL 02 114' - 0" LEVEL 03 128' - 0" K H F D BGJLMNPQEC 10'-2 3/4" 4'-0" 6'-0" 4'-0" 8'-0" ESTIMATED CEILING HEIGHT 10'-0" 4'-0" 2'-3 1/2" 2'-6 3/4" LIBRARY TUTORNING LEVEL 01 100' - 0" LEVEL 02 114' - 0" 1 LEVEL 03 128' - 0" 161514131211109872345 BRIDGE TUTORINGLIBRARY 6 A2 A513 E5 A604 37'-7 1/2" 6'-0" 4'-0" 4'-0" 9'-10" 11'-0" 2'-4 1/2" 2'-4 1/2" 2'-4 1/2" 2'-4 1/2" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A201 Exterior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - EXTERIOR ELEVATIONS 1 EXISTING EXTERIOR WINDOW HEIGHTS ARE DIMENSIONED TO HELP DETERMINE ROLLER SHADES COVERAGE. SEE RCP'S FOR ROLLER SHADE LOCATIONS. 2 EXTERIOR ELEVATIONS ARE FOR REFERENCE AND CONTEXT. REFER TO FLOOR PLANS FOR FURTHER INFORMATION. 3 SEE CIVIL SHEETS FOR EXTERIOR RAILING TYPES 1/16" = 1'-0"C1 WEST ELEVATION 1/16" = 1'-0"D1 NORTH ELEVATION 1/16" = 1'-0"A1 TUTORING EAST ELEVATION 1/16" = 1'-0"B1 SOUTH ELEVATION LEVEL 01 100' - 0" LEVEL 02 114' - 0" LEVEL 03 128' - 0" G J L M N P QEC LEVEL 00 87' - 0" ROOF 142' - 0" OPEN STUDY 122A HD BOOK COLLECTION 122 CIRCULATION RECEPTION 110 SHEET MUSIC 236 ARCHIVE 228D INSTRUCTION 2 224 DCAM 228B SCANNER 228C OPEN STUDY 220 JUVENILE 300 ( QUIET ) OPEN STUDY 342 STUDY (LG) 326 OFFICE 114A HALL 0-G RESERVE MEDIA 116 ENTRY HALL 120A OPEN STUDY 383 LEVEL 01 100' - 0" LEVEL 02 114' - 0" 1 LEVEL 03 128' - 0" 16 15 14 13 12 11 10 9 8 7 2345 LEVEL 00 87' - 0" ROOF 142' - 0" 6 STUDY (SM) 338 OFFICE 010 ELECTRICAL ROOM 242 CONFERENCE ROOM 140 STUDY (SM) 127 OPEN STUDY 122A LARGE COMPUTER CLASSROOM 234 OPEN STUDY 53 VAULT 228E DCAM 228B DROP IN MATH LAB 170 ENGLISH TRANSITION CENTER 288 OPEN TUTORING CENTER 270 ADJUNCT OFFICE 286 TR / COMM. 280 ( QUIET ) OPEN STUDY 342 OPEN STUDY 362 PRE-FUNCTION 270C PRE-FUNCTION 270D PRE-FUNCTION 270E PREFUNCTION 270F OFFICE 012 SHORT TERM STORAGE 028 OPS 022 STORAGE 352 MECH ROOM 030 IMAGING AND STORAGE 009 OPEN STUDY 250 STOR 299 HALL 2-K HALL 1-R READING 150 HALL 1-V LEVEL 01 100' - 0" LEVEL 02 114' - 0" LEVEL 03 128' - 0" 16151413121110987 DROP IN MATH LAB 170 WORKSTATIONS/ FLEX SPACE 192 STUDY SKILLS 252 WRITING CENTER OPEN TUTORING 256 OPEN TUTORING CENTER 270 STUDY 178 STUDY 179 STORAGE 192C PREP / STORAGE 252G ELECTRICAL 173 HALL 1-Y ELECTRICAL 2-I LEVEL 01 100' - 0" LEVEL 02 114' - 0" LEVEL 03 128' - 0" KHFDBA CLASSROOM 164 OFFICE 192B OFFICE 160B TUTORING ADMIN OPEN AREA 160 OPEN TUTORING 254 WRITING CENTER OPEN TUTORING 256 OFFICE 256C STORAGE 190C STORAGE 192C MECH 2-T HALL 2-U HALL 1-R 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A301 Building Sections 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - SECTIONS 1 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 2 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 1/16" = 1'-0"D3 Building Section (Grid 3) 1/16" = 1'-0"C1 Building Section (Grid G) 1/16" = 1'-0"B3 Building Section (Grid D) 1/16" = 1'-0"A4 Building Section (Grid 11) A1 A311 10' - 0" 9' - 10" TYPC3 A515 A3 A311 B2 A431 TYPA2 A561 TYPICAL STUDY ROOM A1 10' - 0" STOREFRONT GLAZING FINISH FLOOR AS SCHEDULED TERMINATE STUD FRAMING AND GYP BD AT BOTTOM OF WAFFLE SLAB B2 A431 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A311 Wall Sections 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - SECTIONS 1 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 2 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 1/4" = 1'-0"A3 AREA A EAST/WEST CEILING SECTION 1/4" = 1'-0"A1 AREA A NORTH/SOUTH CEILING SECTION 3/8" = 1'-0"B4 Mechanical Access Panel @ Booth Section 1/4" = 1'-0"B5 TYPICAL STUDY ROOM SECTION F F A411D3 MOTHERS 243 FAMILY RR 244A411 D4 D5 C4 C5 D2 3' - 0" 22.17 12.03 D1 A581 ______________ 10.20 4' - 0" 8" 2' - 10" 3' - 0" 21 3/4" 10.06 A411 E2 E3 E4 E5 FAMILY RR 144 3' - 0" 10.15 E5 A571 TYP 144 7' - 2" 2' - 4" E5 A571 TYP 09.01 09.12 D3 A571 ______________ D3 A571 ______________ 10.03 7' - 2" 3' - 6" 2' - 10" 4" 3' - 6" 1' - 7 1/2"D1 A581 ______________E5 A571 TYP 09.01 09.12 10.20 22.17 12.03 D3 A571 ______________ 10.06 3'-0" B2 A431 7' - 2" 4' - 2" E5 A571 TYP 09.01 09.12 10.10 D3 A571 ______________ D3 A571 ______________B2 A431 CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED E5 A571 TYP 09.01 CL 3' - 0" 10.15 09.01 244 E5 A571 TYP 2' - 4" 7' - 2" 09.12 D3 A571 ______________ D3 A571 ______________ 10.03 7' - 2" 1' - 6" 2' - 10" 4" 3' - 8" 09.01 22.17 12.03 09.12 10.10 E5 A571 TYP 3' - 6" 10.20 D3 A571 ______________ 22.14 D1 A581 ______________ 3' - 0" 7' - 2" 09.01 09.12 10.10 E5 A571 TYP 4' - 6" D3 A571 ______________ D3 A571 ______________ A411 B2 B3 STORAGE 192C 24" 24"B4 A411 A5 A411B5 A411A4A2 A411 A3 SPECIAL COLLECTIONS RECEPTION 228b MIR A411 A3 6' - 5 1/8" 6' - 4 1/2" 08.15 30" 30" 8" SF45 228 228 SF45 230 230 4" FILLER 1" 12"50"12" FILLER 1" 4" 12.04 06.07 09.13 06.06 B5 A582 30" 34" 06.06 38" OPEN TO BEYOND A4 A582 SF44 36" 112 112 1 1/2"36"36"36" FILLER 1" 112 12.01 06.07 63 3/8" 6 1/4" 14 3/8" 22" 16" 06.06 B5 A582 A6 A582 TYP OPEN TO BEYOND 30" 56" 30" 102 102 102 36"36"36" 06.06 12.01 1 1/2" 16 1/8" 3/4" 17 1/4" 3/4" 35 1/4" 3/4" 17 1/4" 3/4" 16 1/8"1 1/2" B4 A581 100 100 06.07 36" 06.08 09.13 300 300 06.07 24"18" 24"18" 129 1/4" 24" 20" 20" D4 A581 ______________ 1' - 6" 10.03 12.03 CL 3' - 0" 10.15 A411 C2 STORAGE 156D C3 24" D4 A581 ______________ 1' - 5" 1' - 5" 1' - 5" 1' - 5" 8' - 11 5/8" 11.01 17" 17" 17" 17" 24" D4 A581 ______________ 20" 20" 24" 45 1/8" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A411 Enlarged Plans & Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"D1 MOTHERS 243/ FAMILY RR 244- ENLARGED PLAN 1/4" = 1'-0"D3 MOTHERS 243- WEST 1/4" = 1'-0"E1 FAMILY RR 144- ENLARGED PLAN 1/4" = 1'-0"E2 FAMILY RR 144- NORTH 1/4" = 1'-0"E3 FAMILY RR 144- EAST 1/4" = 1'-0"E4 FAMILY RR 144- SOUTH 1/4" = 1'-0"E5 FAMILY RR 144- WEST KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 08.15 OPENING FOR GROMMET 09.01 PAINTED GYP, PNT-01, RE: FINISH SCHEDULE 09.12 TILE WALL, TL-02, RE: FINISH SCHEDULE 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 10.03 WALL MOUNTED SOAP DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.06 PAPER TOWEL DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.10 32" GRAB BAR, STAINLESS STEEL; RE: ACCESSORY SCHEDULE; 10.15 FULLY RECESSED BABY CHANGING STATION, RE: ACCESSORY SCHEDULE 10.20 MIRROR, RE: ACCESSORY SCHEDULE 11.01 REFRIGERATOR; OFOI 12.01 QUARTZ COUNTER TOP, ST-01, RE: FINISH SCHEDULE 12.03 SOLID SURFACE COUNTER, SS-01, RE: FINISH SCHEDULE 12.04 QUARTZ COUNTER TOP, ST-02, RE: FINISH SCHEDULE 22.14 WALL HUNG WATER CLOSET, RE: PLUMBING 22.17 SINK, RE: PLUMBING GENERAL NOTES - INT PLAN/ELEV 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT. 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYP. 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE ALUMINUM EDGE MOULDING @ ALL TILE TO H.M. DOOR TRANSITIONS 9 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS. SEE: FINISH SCHEDULE 10 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS. SEE: FINISH SCHEDULE 11 ALL EXPOSED STEEL COLUMNS TO BE PAINTED TO MATCH ADJACENT WALL 12 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 13 COUNTERTOP EDGE PROFILES TO BE SQUARE EDGE. IF SHOWN IN ELEVATION, PROVIDE 4" BACKSPLASH 14 ALL WOOD GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 17 PROVIDE MILLWORK LOCKS WITH CAMPUS STANDARD LOCKS WHERE INDICATED WITH LOCK SYMBOL AT MILLWORK ELEVATION 1/4" = 1'-0"D4 FAMILY RR 244 - NORTH 1/4" = 1'-0"D5 FAMILY RR 244 - EAST 1/4" = 1'-0"C4 FAMILY RR 244 - SOUTH 1/4" = 1'-0"C5 FAMILY RR 244 - WEST 1/4" = 1'-0"B1 STORAGE 192C ENLARGED FLOOR PLAN 1/4" = 1'-0"A1 SPECIAL COLLECTIONS RECEPTION 1/4" = 1'-0"A4 SPECIAL COLLECTONS 228 - EAST 1/4" = 1'-0"A3 S.C. 228 - S 1/4" = 1'-0"A5 SPECIAL COLLECTIONS 228 - S 1/4" = 1'-0"A2 SPECIAL COLLECTONS 228 - WEST 1/4" = 1'-0"B5 S. C. 228 - W 1/4" = 1'-0"B2 STORAGE 192C - EAST 1/4" = 1'-0"B3 STORAGE 192C - SOUTH 1/4" = 1'-0"D2 MOTHERS 243 - SOUTH 1/4" = 1'-0"C1 STORAGE 156D - ENLARGED PLAN 1/4" = 1'-0"C2 STORAGE 156D - NORTH 1/4" = 1'-0"C3 STORAGE 156D - EAST 1/4" = 1'-0"B4 STORAGE 192C - WEST F 302302302 230 30" 20" 34" 30"36"30"1 5/8" 1 5/8"18"18"18"30" 06.07 06.09 12.04 OPEN TO BEYOND 11.05 11.05 230230 D3 A581 ______________A412 E2 E3 A412 E4 BREAK ROOM CUBBIES 142b BREAKROOM 142 18" 18" MIR A412 E4 34" 20" 30" 211 152 301 302 301 18"36" 18"36"12" 06.09 06.07 3" 18" 12.04 22.17 3" 10.03 10.06 A412 B3 C1 C2 A412B4 B2 A412 C3 TUTORING ADMIN OPEN AREA 160 29" 33" 25 1/2" 29" 08.15 TYP.4 230 1 1/2" 15" 06.06 06.07 30" 8" OPEN TO BEYOND 09.13 12.04 A3 A582 B5 A582 A4 A582 30" 8" 230 230 15"79"7 1/2"88 1/2"15" 30" 8" FILLER 1" 4"63 3/4"4" FILLER 1" OPEN TO BEYOND 12.01 06.07 06.06 09.13 TYP TYP TYP TYP. 2 B5 A582 OPEN TO BEYOND 101 61 5/8"24" 1 1/2" 12.01 06.07 09.13 30" A4 A582 06.06 OPEN TO BEYOND 59 1/2"60 5/8" 30" 8" 12.04 B5 A582 A3 A582 A5 A582 TYP 6 1/4" 9" A412 A3 A2 A412 B5 A412A5 OPEN STUDY 383 MIR A412 B5 MIR A412 A5 MIR A412A4 MIR A412 A2 A3 A4 3' - 3" 4' - 4 1/16" 2' - 2 1/8" 28 1/2" 83" 28 1/2" 28 1/2" 28 1/2" 08.15 TYP.2 230 12" FILLER 1" 4" 30" 8" OPEN TO BEYOND 8" 14" 12" 12.04 06.07 09.13 06.06 B5 A582 A4 A582 09.23 211 4" FILLER 1" 24" 30" OPEN TO BEYOND 22" 12" 4" 06.07 06.06 09.13 A3 A582 A4 A582 09.23 84" 13 1/2"48"48" 420 420 06.07 TYP 15 1/4" TYP 15 1/4" 400 160A 160B 09.11 10" 14" 10.30 3" 8'-8" 22'-10 1/2" CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 211 30" 4" FILLER 1" 24" OPEN TO BEYOND 06.07 12.04 09.13 A3 A582 OPEN TO BEYOND 22 " 16 " 06.06 12 1/2" 6" 97 1/2"12 1/2" 6" 80 1/2"63 3/4" TYP B5 A582 B5 A582 A5 A582 TYP A5 A582 TYP OPEN TO BEYOND 38" 22" 16" 63 3/4" 6 1/4" 13" 06.06 B5 A582 A6 A582 TYP09.23 10.24 30" 8" OPEN TO BEYOND 13 3/8" 6 1/4" 46"39"32 1/2" 12.04 TYP A6 A582 TYP A3 A582 SIM A416A5 SIM A416A5 SIM A416A5 SIM A416A5 A5 A5 A5 A5 STUDY 288G STUDY 288F STUDY 288E STUDY 288D A412D3 D2 MAC EQUIP 324A 400222222222 84" 34" 5"33"30"33" 06.08 06.07 09.13 10.33 06.07 222222 34 " FILLER 1" 36"36" FILLER 2 1/8" 06.08 06.07 09.13 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A412 Enlarged Plans & Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"E2 BREAKROOM 142- NORTH 1/4" = 1'-0"D1 BREAKROOM 142 - ENLARGED PLAN 1/4" = 1'-0"E3 BREAKROOM 142- WEST 1/4" = 1'-0"B1 TUTORING ADMIN OPEN AREA 160 - ENLARGED PLAN 1/4" = 1'-0"B3 TUTORING ADMIN 160 DESK INT. - EAST 1/4" = 1'-0"C1 TUTORING ADMIN 160 DESK INT. - SOUTH 1/4" = 1'-0"C2 TUTORING ADMIN 160 DESK INT. - WEST 1/4" = 1'-0"B4 TUTORING ADMIN 160 DESK EXT - WEST 2 1/4" = 1'-0"A1 LEVEL 3 CIRC DESK- ENLARGED PLAN 1/4" = 1'-0"A3 LEVEL 3 CIRC DESK INT. - EAST/WEST 1/4" = 1'-0"A4 LEVEL 3 CIRC DESK EXT. - NORTH/WEST 1/4" = 1'-0"E4 TYPICAL BREAKROOM CUBBIES 142b - NORTH/SOUTH 1/4" = 1'-0"B2 TUTORING ADMIN OPEN AREA 160- NORTH KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.09 PLASTIC LAMINATE, PL-03, RE: FINISH SCHEDULE 08.15 OPENING FOR GROMMET 09.11 HATCH PATTERN INDICATES EXTENT OF FULL COLOR VINYL WALL GRAPHIC, SEE SIGN SCHEDULE, PREP WALL WITH LEVEL 5 FINISH PRIOR TO INSTALLING VINYL 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.23 WALL BASE, WB-08, RE: FINISH SCHEDULE 10.03 WALL MOUNTED SOAP DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.06 PAPER TOWEL DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.24 SIGNAGE, SEE SIGNAGE SCHEDULE 10.30 SIGNAGE, SEE SIGNAGE SCHEDULE 10.33 MARKER BOARD, 4'x 4', OFOI 11.05 MICROWAVE, OFOI 12.01 QUARTZ COUNTER TOP, ST-01, RE: FINISH SCHEDULE 12.04 QUARTZ COUNTER TOP, ST-02, RE: FINISH SCHEDULE 22.17 SINK, RE: PLUMBING GENERAL NOTES - INT PLAN/ELEV 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT. 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYP. 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE ALUMINUM EDGE MOULDING @ ALL TILE TO H.M. DOOR TRANSITIONS 9 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS. SEE: FINISH SCHEDULE 10 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS. SEE: FINISH SCHEDULE 11 ALL EXPOSED STEEL COLUMNS TO BE PAINTED TO MATCH ADJACENT WALL 12 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 13 COUNTERTOP EDGE PROFILES TO BE SQUARE EDGE. IF SHOWN IN ELEVATION, PROVIDE 4" BACKSPLASH 14 ALL WOOD GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 17 PROVIDE MILLWORK LOCKS WITH CAMPUS STANDARD LOCKS WHERE INDICATED WITH LOCK SYMBOL AT MILLWORK ELEVATION 1/4" = 1'-0"A2 LEVEL 3 CIRC DESK INT. - NORTH/SOUTH 1/4" = 1'-0"C3 TUTORING ADMIN OPEN AREA 160 - NORTH 1/4" = 1'-0"A5 LEVEL 3 CIRC DESK EXT. - EAST/WEST 1/4" = 1'-0"B5 LEVEL 3 CIRC DESK EXT. - N/S 1/4" = 1'-0"D4 STUDY ROOMS 288D-G ENLARGED FLOOR PLAN 1/4" = 1'-0"C5 MAC EQUIP 324A - ENLARGED PLAN 1/4" = 1'-0"D2 MAC EQUIP 324A - NORTH 1/4" = 1'-0"D3 MAC EQUIP 324A - WEST F F A413 E3 A413 E4 A413 C5 D3 D4 D5A413 C3 B5 A413 B3 B2B4 B1 FAMILY STUDY 344 KIDS PLAY 344C MOTHERS ROOM 344A C4 22.18 344B 344A OPEN TO BEYOND IN BACKGROUND 2' - 8" 4' - 0 5/8" 7' - 0" 22.18 09.12 3' - 6" D3 A571 ______________ D3 A571 ______________ D3 A571 ______________ CL 09.07 E5 A571 TYP 344 SF91 10.24 4 1/2" 09.04 09.09 223223 15"28 1/2"15" 06.09 06.07 11.10 10.43 6'-10" 11'-6" 2'-4" 5'-10" OPEN TO BEYOND 3' - 6" 09.22 10.24 COORDINATE WITH WALL GRAPHIC OPEN TO BEYOND 1'-6" 1'-11 1/4" 1'-9" 10.40 CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 4" 3' - 6" 3' - 0" 22.17 12.03 D1 A581 ______________ 10.20 10.15 IN FOREGROUND CL3' - 0" 7' - 0" 4' - 6" 09.12 10.10 09.01 E5 A571 TYP D3 A571 ______________ D3 A571 ______________ 344B E5 A571 TYP CL 2' - 1" 10.15 7' - 0" 3' - 0" 09.01 09.12 10.06 CL3' - 0" E5 A571 TYP D3 A571 ______________ D3 A571 ______________ 7' - 0" 2' - 10" 4" 3' - 6" 09.01 09.12 10.20 22.17 12.03 E5 A571 TYP 3' - 4" D1 A581 ______________ 1' - 6" 10.03 10.06 CL4' - 6" A413 A4 A413 A3 HALL 1-X STUDY 178 STUDY 179 HALL 1-Y 4' - 8" 4' - 8" 7' - 2" EQ EQ 09.12 OPEN TO BEYOND 22.20 8' - 8" 179 178 09.04 09.09 IN FOREGROUND SF24A SF24B JANITOR'S CLOSET 249 A413 C2 5'-0" 3'-0" 1'-7" 4'-0" 06.16 10.41 22.11 22.22 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A413 Enlarged Plans & Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"D1 FAMILY STUDY 344- ENLARGED PLAN 1/4" = 1'-0"E3 FAMILY STUDY 344 - SOUTH 1/4" = 1'-0"E4 EXT FAMILY STUDY 344 - EAST 1/4" = 1'-0"C5 KIDS PLAY 344B- NORTH 1/4" = 1'-0"D3 KIDS PLAY 344B- EAST 1/4" = 1'-0"D4 KIDS PLAY 344B- SOUTH 1/4" = 1'-0"D5 KIDS PLAY 344B- WEST KEYED NOTES 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.09 PLASTIC LAMINATE, PL-03, RE: FINISH SCHEDULE 06.16 FIBRE-REINFORCED PLASTIC, FRP-01, RE: FINISH SCHEDULE 09.01 PAINTED GYP, PNT-01, RE: FINISH SCHEDULE 09.04 PAINTED GYP, PNT-04, RE: FINISH SCHEDULE 09.07 TILE WALL BASE, WB-02, RE: FINISH SCHEDULE 09.09 WALL BASE, WB-03, RE: FINISH SCHEDULE 09.12 TILE WALL, TL-02, RE: FINISH SCHEDULE 09.22 WALLCOVERING, WC-03, RE: FINISH SCHEDULE 10.03 WALL MOUNTED SOAP DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.06 PAPER TOWEL DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.10 32" GRAB BAR, STAINLESS STEEL; RE: ACCESSORY SCHEDULE; 10.15 FULLY RECESSED BABY CHANGING STATION, RE: ACCESSORY SCHEDULE 10.20 MIRROR, RE: ACCESSORY SCHEDULE 10.24 SIGNAGE, SEE SIGNAGE SCHEDULE 10.40 ACTIVITY WALL PANEL, RE: ACCESSORY SCHEDULE 10.41 MOP/BROOM HOLDER, OFOI 10.43 HATCH INDICATES EXTENT OF FULL COLOR WINDOW VINYL GRAPHIC, SEE SIGNAGE SCHEDULE 11.10 PRINTER, OFOI, RE: ACCESSORY SCHEDULE; POWER AND DATAT TO BE PROVIDED, RE:ELECTRICAL 12.03 SOLID SURFACE COUNTER, SS-01, RE: FINISH SCHEDULE 22.11 MOP SINK, RE: PLUMBING 22.17 SINK, RE: PLUMBING 22.18 DRINKING FOUNTAINS DESIGNED SPECIFICALLY FOR CHILDREN SPOUT 30 INCHES HIGH MAX A.F.F. RE: PLUMBING 22.20 DRINKING FOUNTAIN TYPE VARIES, RE: FLOOR PLAN FOR TYPES, RE: PLUMBING 22.22 CHEMICAL STATION, RE: PLUMBING GENERAL NOTES - INT PLAN/ELEV 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT. 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYP. 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE ALUMINUM EDGE MOULDING @ ALL TILE TO H.M. DOOR TRANSITIONS 9 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS. SEE: FINISH SCHEDULE 10 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS. SEE: FINISH SCHEDULE 11 ALL EXPOSED STEEL COLUMNS TO BE PAINTED TO MATCH ADJACENT WALL 12 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 13 COUNTERTOP EDGE PROFILES TO BE SQUARE EDGE. IF SHOWN IN ELEVATION, PROVIDE 4" BACKSPLASH 14 ALL WOOD GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 17 PROVIDE MILLWORK LOCKS WITH CAMPUS STANDARD LOCKS WHERE INDICATED WITH LOCK SYMBOL AT MILLWORK ELEVATION 1/4" = 1'-0"C3 MOTHER'S ROOM 344A - SOUTH 1/4" = 1'-0"B5 MOTHER'S ROOM 344A - EAST 1/4" = 1'-0"B4 RESTROOM 344B - WEST 1/4" = 1'-0"B1 RESTROOM 344B - NORTH 1/4" = 1'-0"B2 RESTROOM 344B - EAST 1/4" = 1'-0"B3 RESTROOM 344B - SOUTH 1/4" = 1'-0"C4 MOTHER'S ROOM 344A - WEST 1/4" = 1'-0"A1 Level 01 Area B Floor Plan - Callout 2 1/4" = 1'-0"A3 DRINKING FOUNTAIN 1/4" = 1'-0"A4 STUDY ROOM 178/179 - SOUTH 1/4" = 1'-0"C1 LEVEL 2 JANITOR'S CLOSET 249 ENLARGED PLAN 1/4" = 1'-0"C2 JANITOR'S CLOSET 249 - EAST A414 E3 A414 D3 D4 A414 C1 A414 C5 A414 E2 D2 A414 C3 C2C4 I.T. HELP DESK 176 STUDENT PREP 174 HALL 1-V MATH LAB RECEPTION 175 3' - 10 5/8"A414 E5 33" 28" 33" 08.15 TYP.3 2'-1 1/4" 15" FILLER 1" 4" 8" 30 " OPEN TO BEYOND 06.07 06.06 230 09.13 12.04 B5 A582 OPEN TO BEYOND 4" FILLER 1" 15"53 7/8" 12.01 06.07 30" 230 38" 09.13 A3 A582 OPEN TO BEYOND OPEN TO BEYOND 8" 30" 06.06 230 230 117 7/8"15"15"71" 06.07 09.13 FILLER 1 1/2" FILLER 1 1/2" 12.04 TYP TYP TYP TYP B5 A582 A4 A582 A4 A582 OPEN TO BEYOND OPEN TO BEYOND 06.06 22" 12" 4" 6"28 1/16"24 1/2"6 5/8" A5 A582 TYP A5 A582 TYP B5 A582 OPEN TO BEYOND 06.06 1' - 10" 1' - 0" 4" 30" 80 1/8" 12.04 A5 A582 TYP A3 A582 A414 A4 A414B5 A414 B2 A414 B1 A3 A2 A5 B3 PREP / STORAGE 270B RECEPTION 270A 14" 18" 14" 36" ALIGN B4 30" 30" 08.15 TYP.2 PREP 2U SIM A414 C5 14" 36" 19" 17" D4 A581 ______________ 100100 33"36"1 5/8" 06.08 06.07 09.13 14" 30"81 5/8"15" FILLER 1 1/2" 8" 30" OPEN TO BEYOND 06.07 09.13 TYP 230 TYP 12.04 06.06 B5 A582 A4 A582 OPEN TO BEYOND 38" 06.06 102 1/8"6"20" B5 A582 A5 A582 TYP OPEN TO BEYOND 8" 30" 06.06 A3 A582 12.04 72" CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 20" 30" 20" 34" 100M 100M100 BEHIND WALL 24"30"24" BEHIND WALL 300M300300M FILLER 24"30"24"FILLER 22.17 12.03 06.07 06.07 10.06 10.08 174 OPEN TO BEYOND 09.11 09.11 10" 10.30 3" 10" 3"10.30 42" 87 1/2" D5 A581 TYP 8'-8" 12'-7 3/4"8'-6" OPEN TO BEYOND 06.06 38" 19" 6 1/2" 66 1/2" 101101 76 3/4"30"30" 42" 12.04 06.07 09.13 D5 A581 TYP TYP 12.01 A5 A582 TYP A3 A582 09.23 21" 17" 17" 17" D4 A581 ______________ 72 1/4"14" 174 400 400 400 18"18"18" 06.07 84" 15 1/4" 16 1/2" 17" 17" 17" 21" D4 A581 ______________ 75 1/2"24" 50"18"18"18"18" 400 400 400 400 84" 06.07 15 1/4" 16 1/2"09.13 14" 17" 19" 36" 24 3/4"36"36" 36" 19" 17" D4 A581 ______________ 100100100 06.08 06.07 09.13 270B OPEN TO BEYOND 09.11 5'-4 1/2" CL CLEQ EQ 10.29 10" 3" 8'-8" 11'-3 1/2" 10.24 270B17" 54" 14" D4 A581 ______________ 5'-0" 4" 3/4" A3 A582 OPEN TO BEYOND 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A414 Enlarged Plans & Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"D1 I.T. HELP DESK 176 AND MATH LAB RECEPTION. 175- ENLARGED PLAN 1/4" = 1'-0"E3 I.T. HELP DESK 176 INT. - NORTH 1/4" = 1'-0"D3 MATH LAB 175 RECEPTION DESK EXT. - SOUTH 1/4" = 1'-0"D4 MATH LAB 175, IT HELP DESK RECEPTION DESK INT. - WEST 1/4" = 1'-0"C1 MATH LAB 175 RECPECTION DESK EXT. - EAST 1/4" = 1'-0"E5 MATH LAB RECPECTION. 175- NORTH 1/4" = 1'-0"A1 RECEPTION 270A AND STORAGE 270B - ENLARGED PLAN 1/4" = 1'-0"A4 STORAGE 270B- SOUTH 1/4" = 1'-0"B5 RECEPTION DESK INT. 270A - WEST 1/4" = 1'-0"B2 RECEPTION 270A- EAST 1/4" = 1'-0"B1 RECEPTION 270A- NORTH KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 08.15 OPENING FOR GROMMET 09.11 HATCH PATTERN INDICATES EXTENT OF FULL COLOR VINYL WALL GRAPHIC, SEE SIGN SCHEDULE, PREP WALL WITH LEVEL 5 FINISH PRIOR TO INSTALLING VINYL 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.23 WALL BASE, WB-08, RE: FINISH SCHEDULE 10.06 PAPER TOWEL DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.08 42" GRAB BAR, STAINLESS STEEL; RE: ACCESSORY SCHEDULE; 10.24 SIGNAGE, SEE SIGNAGE SCHEDULE 10.29 TV, CONTRACTOR TO PROVIDE 3/4" SHEATHING FOR THE ENTIRE WALL, OFOI 10.30 SIGNAGE, SEE SIGNAGE SCHEDULE 12.01 QUARTZ COUNTER TOP, ST-01, RE: FINISH SCHEDULE 12.03 SOLID SURFACE COUNTER, SS-01, RE: FINISH SCHEDULE 12.04 QUARTZ COUNTER TOP, ST-02, RE: FINISH SCHEDULE 22.17 SINK, RE: PLUMBING GENERAL NOTES - INT PLAN/ELEV 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT. 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYP. 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE ALUMINUM EDGE MOULDING @ ALL TILE TO H.M. DOOR TRANSITIONS 9 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS. SEE: FINISH SCHEDULE 10 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS. SEE: FINISH SCHEDULE 11 ALL EXPOSED STEEL COLUMNS TO BE PAINTED TO MATCH ADJACENT WALL 12 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 13 COUNTERTOP EDGE PROFILES TO BE SQUARE EDGE. IF SHOWN IN ELEVATION, PROVIDE 4" BACKSPLASH 14 ALL WOOD GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 17 PROVIDE MILLWORK LOCKS WITH CAMPUS STANDARD LOCKS WHERE INDICATED WITH LOCK SYMBOL AT MILLWORK ELEVATION 1/4" = 1'-0"C5 HALL 1-V CLOSET/PREP 2U - NORTH 1/4" = 1'-0"D2 MATH LAB RECPECTION 175 INT. - EAST 1/4" = 1'-0"E2 I.T. HELP DESK 176 EXT. - SOUTH 1/4" = 1'-0"C3 STUDENT PREP 174 - SOUTH 1/4" = 1'-0"C4 STUDENT PREP 174 - WEST 1/4" = 1'-0"C2 STUDENT PREP 174 - EAST 1/4" = 1'-0"A2 STORAGE 270B - NORTH 1/4" = 1'-0"A3 STORAGE 270B - EAST 1/4" = 1'-0"B3 RECEPTION 270 A - EAST 1/4" = 1'-0"A5 STORAGE 270B - WEST 1/4" = 1'-0"B4 RECEPTION 270A - INT. SOUTH F C1 CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED A415 C1 A415 D4 A415 A3 B5 A5 B3 A415 C4 CIRCULATION RECEPTION 110 INTER LIBRARY LOAN WORKSPACE 114 A415C3A415C2 3' - 6 7/8" 1'-1 1/2"1'-6 1/2" A571 A5 RECESSED OPENING ELEVATION 08.15 08.15 1'-1 3/4" 2'-11 3/4" 2'-6 1/2" 3'-10 1/2"4'-3" OPEN TO BEYOND 09.01 06.06 12.01 101 3/4"144"101 3/4" 40" C3 A582 C1 A582 TYP 30" 09.19 OPEN TO BEYOND 230230M110110100230M 39 1/2"15"24"53 1/4"36"24"24"53 3/4"18"24"36" 10" 30" 09.01 06.06 09.19 12.01 06.06 TYP. 06.07 100 09.13 14" C3 A582 C1 A582 TYP A1 A582 34" A1 A582 TYP. EQ EQ OPEN TO BEYOND OPEN TO BEYOND REFERENCE LINE CEILING CLOUD 24" 3/4" 5 1/2" 3/4" 33 3/4" 3/4" 18" 3/4" 3"65 1/2"3" 3/4" 18" 3/4" 33 3/4" 3/4" 5 1/2" 3/4" 24" 4"3/4" 32" 3/4" 48" 3/4" 33 3/4" 3" 5 1/2" 3" 5 1/2" 10.24 06.06 08.10 08.11 08.10 08.1008.10 08.11 08.1108.11 2'-0 1/2" B2 A571 TYP 24 3/4" 5 1/2" 35 1/4"18" 3/4"3" 65 1/2" A1 A571 ______________ NOTE: SEE SOUTH RECEPTION WALL RECESSED OPENING ELEVATION DETAIL ON A5/A571 EQEQ TYP. 6 OPEN TO BEYOND 12"2 1/4" 10" 30" 230 09.01 06.06 12.01 06.07 09.13 B3 A582 B1 A582 OPEN TO BEYOND 06.06 12.01 100 2 1/2"53 1/8"30" 6" 34" 06.07 09.13 C5 A582 TYP EQ EQ 402 212 212 36"36"36" 36"36" 30" 20" 34" 302302 06.07 06.08 06.07 84" TYP OPEN TO BEYOND 09.04 TYP 4" 32 3/4" 3/4" 48" 3/4" 33 3/4" 18 21/32" 3/4" 9" 3/4"41"3/4"48 13/16"3/4"41"3/4" 9" 3/4" 18 17/32" 4" 32 3/4" 3/4" 48" 3/4" 33 3/4" 18 17/32" 3/4" 9" 3/4"41"3/4"71 1/2"3/4"41"3/4" 9" 3/4" 18 17/32" 5 1/2"3/4" 09.17 TYP D5 A571 TYP D5 A571 TYP D5 A571 TYP D5 A571 TYP D6 A571 TYP D6 A571 TYP OPEN TO BEYOND 09.01 06.06 12.01 09.19 06.06 40" 34"85 5/8" C1 A571 TYP 34" B2 A571 TYP C5 A582 TYP 10.24 18"8 1/2"18"6 3/4" 08.09 OPEN TO BEYOND 09.01 06.06 09.19 12.01 06.06 30" 13 5/8"72"34" 40" C1 A571 TYP B2 A571 TYP B3 A582 B1 A582 A415 E2 SIM A415E2 SIM A415 E2 SIM A415 E2 TYP. TYP. SB3.1SA4.1 6'-1 1/4" 6'-1 1/4" 3'-0 3/4"3'-0 3/4" 3'-0 3/4" 3'-0 3/4" TYP TYP TYP D5 A581 TYP 30" 24"44 3/8" 09.15 09.01 06.08 A415 D2 D3 A415 INTEGRAL BOOK DROP ASSEMBLY MODEL -"AMERICAN BOOK RETURNS - HCU FOR BOOKS" STOREFRONT, SEE WINDOW TYPES BOOK DROP BOX BY OWNER 1-F.1 A415 E5 E4 SIM A415 E4 SIM A415E4SIM A415 E4 E5 E5 E5 3'-10 1/2"3'-10 1/2" 3'-10 1/2" 3'-10 1/2" 7'-9" 7'-9" SA4.1 SB2.1 TYP. TYP. OPEN TO BEYOND 09.10 09.15 OPEN TO BEYOND 09.10 09.15 D3 A415 3'-0" 1'-2" 3'-0" 1'-10" EQ R.O. 1'-5"EQ R.O. 1'-0" STAINLESS STEEL COVER PLATE EDGES TO ALIGN WITH EDGES OF STOREFRONT FRAMING D6 A551 BOOK DROP BOX INTEGRAL BOOK DROP ASSEMBLY MODEL -"AMERICAN BOOK RETURNS - HCU FOR BOOKS" STOREFRONT, SEE WINDOW TYPES BOOK DROP BOX BY OWNER 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A415 Enlarged Plans & Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 08.09 BOOK DROP, OPENING IN COUNTERTOP 08.10 DECORATIVE GLASS, GP-01, RE: FINISH SCHEDULE 08.11 DECORATIVE GLASS, GP-02, RE: FINISH SCHEDULE 08.15 OPENING FOR GROMMET 09.01 PAINTED GYP, PNT-01, RE: FINISH SCHEDULE 09.04 PAINTED GYP, PNT-04, RE: FINISH SCHEDULE 09.10 WALLCOVERING, LEVEL 5 FINISH PROVIDED, WC-01, RE: FINISH SCHEDULE 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.15 WALL BASE, WB-01, RE: FINISH SCHEDULE 09.17 WALL BASE, WB-06, RE: FINISH SCHEDULE 09.19 PAINTED MILLWORK FINISH, TO MATCH PNT-04, RE: FINISH SCHEDULE 10.24 SIGNAGE, SEE SIGNAGE SCHEDULE 12.01 QUARTZ COUNTER TOP, ST-01, RE: FINISH SCHEDULE GENERAL NOTES - INT PLAN/ELEV 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET GI003 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT. 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYP. 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE ALUMINUM EDGE MOULDING @ ALL TILE TO H.M. DOOR TRANSITIONS 9 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS. SEE: FINISH SCHEDULE 10 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS. SEE: FINISH SCHEDULE 11 ALL EXPOSED STEEL COLUMNS TO BE PAINTED TO MATCH ADJACENT WALL 12 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 13 COUNTERTOP EDGE PROFILES TO BE SQUARE EDGE. IF SHOWN IN ELEVATION, PROVIDE 4" BACKSPLASH 14 ALL WOOD GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 17 PROVIDE MILLWORK LOCKS WITH CAMPUS STANDARD LOCKS WHERE INDICATED WITH LOCK SYMBOL AT MILLWORK ELEVATION 1/4" = 1'-0"A1 CIRCULATION RECEPTION 110 - ENLARGED PLAN 1/4" = 1'-0"C1 CIRCULATION 110 RECEPTION EXT. - SOUTH 1/4" = 1'-0"A3 CIRCULATION RECEPTION 110 DESK INT. - NORTH 1/4" = 1'-0"B3 CIRCULATION RECEPTION 110 - SOUTH 1/4" = 1'-0"A5 CIRCULATION RECEPTION 110 DESK INT. - EAST 1/4" = 1'-0"B5 CIRCULATION RECEPTION 110 DESK INT. - WEST 1/4" = 1'-0"C4 INTER LIBRARY LOAN WORKSPACE - NORTH 1/4" = 1'-0"D4 INTER LIBRARY LOAN WORKSPACE EXT - SOUTH 1/4" = 1'-0"C2 CIRCULATION 110 RECEPTION DESK EXT. - EAST 1/4" = 1'-0"C3 CIRCULATION 110 RECEPTION DESK EXT. - WEST 1/4" = 1'-0"E1 OPEN STUDY 342 INTEGRATED DESKS - ENLARGED PLAN 1/4" = 1'-0"E2 TYP. OPEN STUDY 342 INTEGRATED DESKS ELEV. 1/4" = 1'-0"D1 VESTIBULE 1-F BOOK DROP - ENLARGED PLAN 1/4" = 1'-0"E3 OPEN STUDY 220 WRITABLE WALLS - ENLARGED PLAN 1/4" = 1'-0"E4 TYP. OPEN STUDY 220 WRITABLE WALL 1 1/4" = 1'-0"E5 TYP. OPEN STUDY 220 WRITABLE WALL 2 1/4" = 1'-0"D2 VESTIBULE 1-F BOOK DROP - EAST 1/4" = 1'-0"D3 VESTIBULE 1-F BOOK DROP SECTION CL EQEQ 5' - 0" VARIES; RE: FLOOR PLANS 10.29CL B2 A431 CL EQEQ 5' - 0" VARIES; RE: FLOOR PLANS 10.32CL B2 A431 CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 09.10 22.07 09.10 8" LEVEL 5 FINISH 26' - 4"8"8" LEVEL 5 FINISH 22' - 1 1/4"8" TYP 8' - 2" TYP 8" 9' - 10" 06.06 06.06 OPEN TO BEYOND EQ 30"EQ 34" 12.04 D1 A582 ______________ 06.07 09.13 D1 A572 ______________D1 A572 ______________ 1' - 6" 132 TYP.5 IN BACKGROUNDIN MIDGROUND 09.04 09.09 09.04 09.04 09.04 09.04 09.04 09.05 09.1009.13 8' - 8" SF17 7' - 2" IN FOREGROUND 09.15 TYP. 5 TYP TYPB1 A581 TYPB2 A581 09.05 09.10 09.0409.0409.0409.0409.0409.04 SF18 SF18 15"55 1/4"15" FILLER 1 1/2" 11.1011.1011.10 11.10 06.09 30" IN FOREGROUND TYP. 6 TYPB1 A581 B1 A581 TYPTYPB2 A581 D5 A581 TYP 223 22306.07 TYP 09.13 09.15 09.13 TYP TYP TYP 09.04 09.04 09.05 09.10 09.13 09.04 TYPB2 A581 TYPB1 A581 09.15 CL8' - 10 3/32" 5' - 6 1/2" 10.29 124 125 126 127 128 IN MIDGROUND 10.12 09.09 SF12 SF13 SF14 SF15 SF168' - 8" 09.04 B5 A311 TYP. 5' - 0" EQ EQ 10.32 CL CL EQ EQ 5' - 0" 10.29 CL 09.0409.0409.04 09.09 7' - 2" 11.10 09.10 TYP. 3 15"30"15"38 3/8" 30" 11.10 TYP 223 223 06.08 06.07 TYP 09.04 B1 A581 TYP09.13 SF19B 08.19 OPEN TO BEYOND OPEN TO BEYOND 09.01 11.09 09.16 1' - 7 1/4"3/4"6' - 8"3/4"1' - 7 1/4" 4" 2' - 8 3/4" 3/4" 6' - 10 1/2" EQ EQ EQEQ CL CL B6 A571 ______________ D5 A571 TYP D5 A571 TYP E1 A572 ______________ OPEN TO BEYOND OPEN TO BEYOND 09.01 09.16 4" 2' - 8 3/4" 3/4" 6' - 10 1/2" 2' - 4" D5 A571 TYP D5 A571 TYP OPEN TO BEYOND OPEN TO BEYOND 09.10 LEVEL 5 FINISH OPEN TO BEYOND OPEN TO BEYOND 09.10 LEVEL 5 FINISH OPEN TO BEYOND OPEN TO BEYOND 06.07 3/4" 22" 3/4" 34" C2 A581 09.13 5' - 0" 10.33 4' - 0" 9"1' - 6" CL EQEQ C1 A581 ______________ CL SIDE VARIES; RE: PLAN VIEW BEHIND DOOR 4' - 0" 1'-6"9" C1 A581 ______________ CLEQ EQ 5' - 0" 10.33CL 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A416 Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"A4 TYPICAL STUDY ROOM WALL - TV 1/4" = 1'-0"A5 TYPICAL STUDY ROOM WALL - WHITE BOARD GENERAL NOTES - INTERIOR ELEVATIONS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYPICAL 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS; SEE DETAILS AND FINISH SCHEDULE 9 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS; SEE DETAILS AND FINISH SCHEDULE 10 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 11 CONTRACTOR TO PROVIDE RESTROOM ACCESSORIES; SEE ACCESSORY SCHEDULE 12 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS 13 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 14 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 15 SEE SHEET SERIES A500's FOR CASEWORK DETAILS 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.09 PLASTIC LAMINATE, PL-03, RE: FINISH SCHEDULE 08.19 24" X 24" ACCESS PANEL PAINTED TO MATCH ADJACENT WALL COLOR. 09.01 PAINTED GYP, PNT-01, RE: FINISH SCHEDULE 09.04 PAINTED GYP, PNT-04, RE: FINISH SCHEDULE 09.05 NEW GYP BD WALL TO ALIGN AND VISUALLY BLEND WITH EXISTING GYP BD WALL, MATCH EXISTING WALL PAINT 09.09 WALL BASE, WB-03, RE: FINISH SCHEDULE 09.10 WALLCOVERING, LEVEL 5 FINISH PROVIDED, WC-01, RE: FINISH SCHEDULE 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.15 WALL BASE, WB-01, RE: FINISH SCHEDULE 09.16 WALL BASE, WB-05, RE: FINISH SCHEDULE 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.29 TV, CONTRACTOR TO PROVIDE 3/4" SHEATHING FOR THE ENTIRE WALL, OFOI 10.32 MARKER BOARD, 6'x 4', OFOI 10.33 MARKER BOARD, 4'x 4', OFOI 11.09 ELECTRIC FIREPLACE, RE: ACCESSORY SCHEDULE 11.10 PRINTER, OFOI, RE: ACCESSORY SCHEDULE; POWER AND DATAT TO BE PROVIDED, RE:ELECTRICAL 12.04 QUARTZ COUNTER TOP, ST-02, RE: FINISH SCHEDULE 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 1/4" = 1'-0"D3 OPEN STUDY 122B/122C - EAST 1/4" = 1'-0"E1 OPEN STUDY 122A - NORTH 1/4" = 1'-0"D1 OPEN STUDY 122A - EAST 1/4" = 1'-0"E3 OPEN STUDY 122 - NORTH 1/4" = 1'-0"C1 OPEN STUDY 122 - WEST 1/4" = 1'-0"A2 TYP PRACTICE ROOM WHITE BOARD WALL 1/4" = 1'-0"A3 TYP PRACTICE ROOM TV WALL 1/4" = 1'-0"B1 OPEN STUDY 118 - EAST 1/4" = 1'-0"B2 CIRCULATION RECEPTION 110 FIREPLACE - SOUTH / MIRROR NORTH 1/4" = 1'-0"B3 CIR. RECEPTION 1110 FIREPLACE E/W 1/4" = 1'-0"E5 OPEN STUDY 122A WHITE BOARD WALL 1- N + S 1/4" = 1'-0"C4 OPEN STUDY 122A TYP. WHITE BOARD WALL 2- N 1/4" = 1'-0"C5 OPEN STUDY 122A OPAC CL 1/4" = 1'-0"A1 TYP OFFICE WHITE BOARD/COAT HOOK WALL 1/4" = 1'-0"B4 OFFICE 018 & 020 COAT HOOK - SOUTH 1/4" = 1'-0"B5 OFFICE 018 & 020 WHITE BOARD WALL CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 8' - 8" 206 208 210 212 09.04 09.09 SF37 SF38 SF39 TYP 214 SF40 216 218 SF41 SF42 TY P IN MIDGROUND IN MIDGROUND 15 1/2" 3/4" 69" 3/4" EQ 3/4"48"3/4"168"3/4"48"3/4"EQ 06.0609.18 CL EQEQ 10.29 10.39 4' - 2" TYP CL TYP E2 A572 TYP E3 A572 TYP E3 A572 TYP E3 A572 TYP 10.12 09.04 09.09 200 202 204 8' - 8" SF35 09.05 09.0409.0409.0409.0409.04 09.10 09.13 IN FOREGROUND TYP. 5 7' - 2" 09.15B1 A581 TYP TYPB2 A581 TYPB1 A581 34" 06.07 D1 A582 ______________ EQ 30"EQ 12.04 09.13 RECESSED 4' - 8 3/16" 10' - 0" IN FOREGROUND 09.05 09.10 09.0409.0409.0409.0409.04 09.13EQEQ 22.20 09.12 B1 A581 TYP TYPB1 A581 TYPB2 A581 267 268266 09.04 09.09 8' - 8" SF61 SF62 SF63 IN MIDGROUND 4' - 10" 10.29CL 10' - 11 7/8" 4' - 3" A5 A581 ______________ 15' - 0" 27"21"2" 211 34" D3 A581 ______________ 11.0111.01 11.05 11.05 06.08 06.07 TYP 09.13 4' - 10" 4' - 6" 10.33 CL CL 140 140 18"36"36"36"18"FILLER 3 1/8" 222 222101 101 34" 06.08 06.07 222 3' - 0" 142.2 06.12 CL EQEQ 4' - 10" 10.29 CL 156E 156F EQ EQ 5' - 0" 10.29CL CL EQ EQ 4' - 10" 10.23 10.31 10.3310.33CL CL CLEQ EQ 4' - 10" 19010.31 CL CLEQ EQ 5' - 0" 10.32 CL CLEQ EQ 5' - 0" 10.29CL OPEN TO BEYOND 100 100 34" 24"24" 06.07 06.08 09.13 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A417 Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - INTERIOR ELEVATIONS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYPICAL 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS; SEE DETAILS AND FINISH SCHEDULE 9 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS; SEE DETAILS AND FINISH SCHEDULE 10 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 11 CONTRACTOR TO PROVIDE RESTROOM ACCESSORIES; SEE ACCESSORY SCHEDULE 12 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS 13 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 14 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 15 SEE SHEET SERIES A500's FOR CASEWORK DETAILS 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.12 TECH STATION OWNER PROVIDED OWNER INSTALLED 09.04 PAINTED GYP, PNT-04, RE: FINISH SCHEDULE 09.05 NEW GYP BD WALL TO ALIGN AND VISUALLY BLEND WITH EXISTING GYP BD WALL, MATCH EXISTING WALL PAINT 09.09 WALL BASE, WB-03, RE: FINISH SCHEDULE 09.10 WALLCOVERING, LEVEL 5 FINISH PROVIDED, WC-01, RE: FINISH SCHEDULE 09.12 TILE WALL, TL-02, RE: FINISH SCHEDULE 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.15 WALL BASE, WB-01, RE: FINISH SCHEDULE 09.18 WALLCOVERING, WC-02, RE: FINISH SCHEDULE 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 10.29 TV, CONTRACTOR TO PROVIDE 3/4" SHEATHING FOR THE ENTIRE WALL, OFOI 10.31 MARKER BOARD, 8'x 4', OFOI 10.32 MARKER BOARD, 6'x 4', OFOI 10.33 MARKER BOARD, 4'x 4', OFOI 10.39 SPECIALTY WALL SLAT PANEL, SP-03, RE: FINISH SCHEDULE 11.01 REFRIGERATOR; OFOI 11.05 MICROWAVE, OFOI 12.04 QUARTZ COUNTER TOP, ST-02, RE: FINISH SCHEDULE 22.20 DRINKING FOUNTAIN TYPE VARIES, RE: FLOOR PLAN FOR TYPES, RE: PLUMBING 1/4" = 1'-0"D1 OPEN STUDY 220- SOUTH ELEVATION 1/4" = 1'-0"E4 OPEN STUDY 220 - EAST 1/4" = 1'-0"E1 OPEN STUDY 53 - EAST 1/4" = 1'-0"E2 OPEN STUDY 53 - EAST CONT. 1/4" = 1'-0"A4 HALL 2-W - NORTH 1/4" = 1'-0"A1 OPS 022 - SOUTH 1/4" = 1'-0"A2 TIER 2 015 - EAST 1/4" = 1'-0"B5 BREAK ROOM 013 - SOUTH 1/4" = 1'-0"C5 TECH ROOM 024 - NORTH 1/4" = 1'-0"B1 CONFERNECE ROOM 140 - NORTH 1/4" = 1'-0"B3 CONFERENCE ROOM 140 - WEST 1/4" = 1'-0"B2 CONFERENCE ROOM 140 - SOUTH 1/4" = 1'-0"B4 WORKSPACE 156 - NORTH 1/4" = 1'-0"C4 TRAINING AREA 190 - WEST 1/4" = 1'-0"C3 TRAINING AREA 190 - EAST 1/4" = 1'-0"C1 SMALL MEETING 192A - EAST 1/4" = 1'-0"C2 SMALL MEETING 192A - WEST 1/4" = 1'-0"A3 TIER 2 015 WORK BENCH - NORTH/SOUTH 320318316314 10.12 09.04 09.09 SF73 SF74 SF75 SF76 TYP CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 09.05 09.13 09.0409.0409.0409.04 09.04 IN FOREGROUND 09.15 TYP. 3 304302 09.04 09.09 8' - 8" SF71 SF72 IN MIDGROUND 330 332 334 336 338 340 IN BACKGROUND 8' - 8" 09.04 09.09 SF85 SF86 SF87 SF88 SF89 SF90 IN MIDGROUND TYP 09.05 09.13 09.0409.0409.04 OPEN TO BEYOND IN FOREGROUND 09.15 TYP. 2 09.10 B4 A311 06.12 OPEN TO BEYOND OPEN TO BEYOND CL EQEQ 5' - 0" 10.29CL CL EQEQ 4' - 10" 162 10.22 06.13 TYP ALL WALLS 32" CL A1 A581 TYP CL 10' - 11 3/4" 4' - 10" 10.22 10.33 10.33 TYP ALL WALLS 32" 06.13 CL A1 A581 TYP 1' - 0" 10.34 CL 10' - 9 3/8"11' - 0" 4' - 4 1/2" 10.22 TYP ALL WALLS 32" 06.13 CL A1 A581 TYP 06.12 CLEQ EQ 4' - 10" 10.2210.33 10.33 TYP ALL WALLS 32" 06.13 CL 9' - 0" 10.34 A1 A581 TYP EQEQ 5' - 0" 10.31 CL CL EQ EQ 5' - 0" 10.29 CL CL TYP ALL WALLS 32" 06.13 A1 A581 TYP CL EQEQ 10.34 9'-0" CL 8' - 6 3/4"3' - 0" 5'-0" CL 10.33 10' - 6 5/8"11' - 2" 4' - 10"06.12 10.22 TYP ALL WALLS 32" 06.13 CL A1 A581 TYP 10.34 1' - 0" CLEQ EQ SF77 230 230 101 101 101 230 230 101 101 101 230 230 FILLER 1 1/16" 21"24"24"24"24"24"24"24"24"24"24"21" FILLER 1 1/16" 06.07 06.08 06.13 12" 12" 12" 42" 88 3/4" 324B TYP ALL WALLS 32" 06.13 A1 A581 TYP E4 A582 ______________ 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A418 Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"B1 JUVENILE 300- WEST ELEVATION KEYED NOTES 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.12 TECH STATION OWNER PROVIDED OWNER INSTALLED 06.13 WOOD CHAIR RAIL, WHITE OAK, STAINED AND ROUTED TO MATCH ARCHITECT SAMPLE 09.04 PAINTED GYP, PNT-04, RE: FINISH SCHEDULE 09.05 NEW GYP BD WALL TO ALIGN AND VISUALLY BLEND WITH EXISTING GYP BD WALL, MATCH EXISTING WALL PAINT 09.09 WALL BASE, WB-03, RE: FINISH SCHEDULE 09.10 WALLCOVERING, LEVEL 5 FINISH PROVIDED, WC-01, RE: FINISH SCHEDULE 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.15 WALL BASE, WB-01, RE: FINISH SCHEDULE 10.12 SEMI-RECESSED FIRE EXTINGUISHER CABINET 10.22 MARKER BOARD, 12'x 4', OFOI 10.29 TV, CONTRACTOR TO PROVIDE 3/4" SHEATHING FOR THE ENTIRE WALL, OFOI 10.31 MARKER BOARD, 8'x 4', OFOI 10.33 MARKER BOARD, 4'x 4', OFOI 10.34 WALL MOUNTED PROJECTOR SCREEN, OFOI, BACKING PROVIDED BY CONTRACTOR, VERIFY MOUNTING HEIGHT WITH MFGR REQ. GENERAL NOTES - INTERIOR ELEVATIONS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYPICAL 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS; SEE DETAILS AND FINISH SCHEDULE 9 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS; SEE DETAILS AND FINISH SCHEDULE 10 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 11 CONTRACTOR TO PROVIDE RESTROOM ACCESSORIES; SEE ACCESSORY SCHEDULE 12 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS 13 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 14 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 15 SEE SHEET SERIES A500's FOR CASEWORK DETAILS 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 1/4" = 1'-0"B3 OPEN STUDY 342 - NORTH 1/4" = 1'-0"A4 OPEN STUDY 383 - SOUTH 1/4" = 1'-0"A1 OPEN STUDY 342 - WEST 1/4" = 1'-0"B4 OPEN STUDY 342 - EAST 1/4" = 1'-0"E1 WORKSTATIONS/FLEX SPACE 192 - NORTH 1/4" = 1'-0"E3 CONFERENCE ROOM 158 - NORTH 1/4" = 1'-0"D1 CLASSROOM 162 & 164 - NORTH 1/4" = 1'-0"D2 CLASSROOM 162 & 164 - EAST 1/4" = 1'-0"D3 CLASSROOM 162 - SOUTH 1/4" = 1'-0"D5 CLASSROOM 162 & 164 - WEST 1/4" = 1'-0"E4 CONFERENCE 188B - NORTH 1/4" = 1'-0"E5 CONFERENCE 188B - WEST 1/4" = 1'-0"C2 MAC LAB 324 - NORTH 1/4" = 1'-0"C1 CLASSROOM 164 - SOUTH 1/4" = 1'-0"E2 WORKSTATIONS/FLEX SPACE 192 - WEST 1/4" = 1'-0"C4 MAC LAB 324 - SOUTH 1/4" = 1'-0"C5 MAC LAB 324 - WEST CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED CLEQ EQ 4' - 10" 10.33 10.3310.22CL 4' - 10" CLEQ EQ CLCLEQEQ CLCLEQ EQ 10.32 10.3210.29CL 34" 102 36"58 9/16"36"3" 102 06.08 06.07 34" 102 102 3"36"62 3/4"36"36"1 1/2" 102 06.08 06.07 TYP ALL WALLS 32" 06.13 CLEQ EQ 10.23 8' - 3"CL A1 A581 TYP 4'-10" 10.31 10.33 10.33 C1 A581 ______________ 24" 30" 48" 18"16" 18"18"18"18" 400 400 400 400 06.07 93" 21" 17" 17" 17" 11.01 D4 A581 ______________18" 06.14 C1 A581 ______________ 30" 48" 58" 4"4"4" 18"18"18" 400 400 400 06.07 11.01 84" 4' - 10" CLEQ EQ 256A 10.33 CL CLEQ EQ 4' - 10" 10.32CL CLEQ EQ 10.23 4' - 10" 10.33 10.33 10.22 TYP ALL WALLS 32" 06.138' - 3" CL A1 A581 TYP 3' - 0" 06.12 278 TYP ALL WALLS 32" 06.13 A1 A581 TYP 02.41 STAIR LANDING 09.01 09.16 09.01 09.15 4" 3' - 3" 3/4" 1' - 0 1/4" 3/4" 9' - 3 1/4" 8" 3/4" 2' - 3 1/4" STONE REVEAL 1' - 11 1/4" 3/4"5 1/4" 3/4" STONE REVEAL 7' - 8 1/4" 3/4" 5 1/4"3/4" 1' - 11 1/4" 2' - 5 1/4" 3/4" 1' - 4 1/4" 3/4" 4' - 10 1/4" 3/4" 1' - 4 1/4" 3/4" D5 A571 TYP D5 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP OPEN TO BEYOND OPEN TO BEYOND TYP 4 3/4" TYP 8 1/2" 10.3710.3710.37 10.38 10.38 10.38 10.38 B2 A431 OPEN TO BEYOND OPEN TO BEYOND 10.37 10.38 10.38 10.37 10.38 10.38 10.37 10.38 10.38 10.37 TYP 4 3/4" TYP 8 1/2"B2 A431 3' - 0"TYP ALL WALLS 32" 06.12 06.13 A1 A581 TYP 258 TYP ALL WALLS 32" 4' - 10" CL EQEQ 10.22 10.3310.33 06.13 CL A1 A581 TYP 4' - 10" CLEQ EQ TYP ALL WALLS 32" 10.22 06.13 CL A1 A581 TYP 10.22 10.33 CL EQEQ 3' - 0" 4' - 10" TYP ALL WALLS 32" 06.12 06.13 CL A1 A581 TYP 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A419 Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEYED NOTES 02.41 EXISTING STONE WALL, TO BE PROTECTED DURING CONSTRUCTION, TO BE CLEANED THROROUGHLY, MATCHING PATCH MATERIAL TO BE USED AND APPROVED BY ARCHITECT AT ANY HOLES FROM ELECTRICAL ITEMS RELOCATING 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.12 TECH STATION OWNER PROVIDED OWNER INSTALLED 06.13 WOOD CHAIR RAIL, WHITE OAK, STAINED AND ROUTED TO MATCH ARCHITECT SAMPLE 06.14 WOOD COAT STRIP, WHITE OAK, STAINED AND ROUTED TO MATCH CAMPUS STANDARD, 3 HOOKS AT EACH TO MATCH CAMPUS STANDARD 09.01 PAINTED GYP, PNT-01, RE: FINISH SCHEDULE 09.15 WALL BASE, WB-01, RE: FINISH SCHEDULE 09.16 WALL BASE, WB-05, RE: FINISH SCHEDULE 10.22 MARKER BOARD, 12'x 4', OFOI 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 10.29 TV, CONTRACTOR TO PROVIDE 3/4" SHEATHING FOR THE ENTIRE WALL, OFOI 10.31 MARKER BOARD, 8'x 4', OFOI 10.32 MARKER BOARD, 6'x 4', OFOI 10.33 MARKER BOARD, 4'x 4', OFOI 10.37 SPECIALTY WALL PARTITION, SP-01, RE: FINISH SCHEDULE 10.38 SPECIALTY WALL PARTITION, SP-02, RE: FINISH SCHEDULE 11.01 REFRIGERATOR; OFOI GENERAL NOTES - INTERIOR ELEVATIONS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYPICAL 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS; SEE DETAILS AND FINISH SCHEDULE 9 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS; SEE DETAILS AND FINISH SCHEDULE 10 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 11 CONTRACTOR TO PROVIDE RESTROOM ACCESSORIES; SEE ACCESSORY SCHEDULE 12 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS 13 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 14 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 15 SEE SHEET SERIES A500's FOR CASEWORK DETAILS 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 1/4" = 1'-0"A1 STUDY (LG) 326 - EAST 1/4" = 1'-0"A2 STUDY (LG) 326 & 328 - WEST 1/4" = 1'-0"A4 JUVENILE 300 - EAST 1/4" = 1'-0"A5 JUVENILE 300 - SOUTH 1/4" = 1'-0"D3 CLASSROOM 258 & 260 - EAST 1/4" = 1'-0"E2 PREP/STORAGE 252G - EAST 1/4" = 1'-0"E1 PREP/STORAGE 252G - NORTH 1/4" = 1'-0"E3 PREP/STORAGE 252G - SOUTH 1/4" = 1'-0"E5 PREP/STORAGE 256A- EAST 1/4" = 1'-0"E4 PREP/STORAGE 256A- NORTH 1/4" = 1'-0"D1 PREP/STORAGE 256A- SOUTH 1/4" = 1'-0"B4 TYP PRE-FUNCTION WHITEBOARD WALL 1/4" = 1'-0"C3 CLASS. 278 & READING CENTER 272 - W 1/4" = 1'-0"C2 CLASS. 278 & READING CENTER 272 - N 1/4" = 1'-0"B5 STAIRS 2-U - EAST 1/4" = 1'-0"B1 ENRY HALL 120A TRANSLUCENT PARTITION WALL 1 1/4" = 1'-0"B2 ENRY HALL 120A TRANSLUCENT PARTITION WALL 2 1/4" = 1'-0"D2 CLASSROOM 258 - NORTH 1/4" = 1'-0"D4 CLASSROOM 258 & 260 - SOUTH 1/4" = 1'-0"C1 CLASSROOM 258 & 260 - WEST 1/4" = 1'-0"C4 CLASSROOM 260 - SOUTH CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 36"24"24"1 1/2" 434 400 400 84" 06.07 09.13 188 10.13 SF22 09.11 RECESSED 09.01 06.0606.0602.41 6"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8" 6 3/4" 2'-0 1/8" 1' - 11 1/4" 5' - 1 1/4" 8" 2' - 3 1/2" D5 A571 TYP D5 A571 TYP D5 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP 61 1/4" 35 1/4" EQ 54"EQ 06.06 02.41 10.26 C4 A571 TYP C4 A571 TYP C4 A571 TYP B1 A571 TYP EQ EQ EQ EQ 10.303" 5" 192 190192 SF21 RECESSED 09.11 5' - 0" CL 10.29 3' - 1 3/8" CL 09.01 06.0602.41 02.41 1' - 11 1/4" 5' - 1 1/4" 2' - 11 1/2" 06.06 09.01 EQ 54"EQ 35 1/4" 61 1/4" D5 A571 TYP D5 A571 TYP D5 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP C3 A571 TYP 3'-5 1/4"6 3/4"4'-0 3/8"4'-0 3/8"4'-0 3/8"6" 10" 3"10.30 FILLER 30"30"30"30"FILLER 34" 20" 30" 1/2"30"30"30"30"7/8" 212 212 212 212 302 302 302 302 06.07 06.08 06.07 09.15 180 4' - 10" 10.33 CL 4' - 0" 7 1/8"1' - 6" C1 A581 ______________ 6' - 9" CL 10' - 1 1/2"11' - 1 1/2" 4' - 10" 10.22 3' - 0" 06.12 TYP. ALL WALLS 32" 06.13 CL A1 A581 TYP CLEQ EQ 10.22 CLEQ EQ 4' - 10" 10.31 TYP. ALL WALLS 32" 06.13 CL A1 A581 TYP CL 10' - 7 1/8"10' - 7 7/8" 4' - 10" 17210.22 TYP. ALL WALLS 32" 06.13 CL 10.33 A1 A581 TYP 4' - 10" CLEQ EQ 10.31 10.31 TYP. ALL WALLS 32" 06.13 CL 10.22 10.34 A1 A581 TYP 1' - 0" CL EQEQ 4' - 10" 166 10.22 TYP. ALL WALLS 32" 06.13CL A1 A581 TYP 4' - 10" 3' - 0" 06.12 10.33 10.22 TYP ALL WALLS 32" 06.13CL 10' - 9 3/4"11' - 1 3/4" CL A1 A581 TYP 4' - 4 1/2" 10.23 CL EQEQ 10.2210.32 10.32 TYP. ALL WALLS 32" 06.13 COORINATE WITH WINDOW A1 A581 TYP CL CLEQ EQ 4' - 10" 10.2210.33 10.33 TYP. ALL WALLS 32" 06.13 CL A1 A581 TYP 4' - 10" 5' - 8 5/8"5' - 8 5/8"5' - 7 3/4" 168 10.31 10.31 TYP ALL WALLS 32" 06.13 CL CLCLCL A1 A581 TYP E1-Z.4 E1-Z.5 E1-Z.6E1-Z.5 E1-Z.6E1-Z.4 09.01 2' - 0 13/16" CLEQ EQ 4' - 10" 10.22 06.12 CL TYP ALL WALLS 32" A1 A581 TYP 06.13 222.1 TYP ALL WALLS 32" A1 A581 TYP 06.13 10.31 EQEQ CL 5'-0" CLEQ EQ CL 10.29OPEN TO BEYOND 256.1 SF64 SF65 256.2 OPEN TO BEYOND 10" 3"09.11 10.30 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A420 Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - INTERIOR ELEVATIONS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYPICAL 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS; SEE DETAILS AND FINISH SCHEDULE 9 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS; SEE DETAILS AND FINISH SCHEDULE 10 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 11 CONTRACTOR TO PROVIDE RESTROOM ACCESSORIES; SEE ACCESSORY SCHEDULE 12 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS 13 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 14 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 15 SEE SHEET SERIES A500's FOR CASEWORK DETAILS 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 1/4" = 1'-0"D2 COLLABORATIVE SPACE 188 - EAST 1/4" = 1'-0"E1 HALL 1-Y - EAST 1/4" = 1'-0"E3 HALL 1-Y - WEST 1/4" = 1'-0"D3 COLLABORATIVE SPACE 188 - S 1/4" = 1'-0"D4 ADJUNCT OFFICE 180 - WEST 1/4" = 1'-0"C1 CLASSROOM 172 - NORTH 1/4" = 1'-0"C2 CLASSROOM 172 - EAST 1/4" = 1'-0"C3 CLASSROOM 172 - SOUTH 1/4" = 1'-0"C5 CLASSROOM 172 - WEST 1/4" = 1'-0"B1 CLASSROOM 166 - NORTH 1/4" = 1'-0"B2 CLASSROOM 166 & 168 - EAST 1/4" = 1'-0"B3 CLASSROOM 166 & 168 - SOUTH 1/4" = 1'-0"B5 CLASSROOM 166 & 168 - WEST 1/4" = 1'-0"A1 CLASSROOM 168 - NORTH 1/4" = 1'-0"D1 HALL 1-Y - NORTH KEYED NOTES 02.41 EXISTING STONE WALL, TO BE PROTECTED DURING CONSTRUCTION, TO BE CLEANED THROROUGHLY, MATCHING PATCH MATERIAL TO BE USED AND APPROVED BY ARCHITECT AT ANY HOLES FROM ELECTRICAL ITEMS RELOCATING 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.12 TECH STATION OWNER PROVIDED OWNER INSTALLED 06.13 WOOD CHAIR RAIL, WHITE OAK, STAINED AND ROUTED TO MATCH ARCHITECT SAMPLE 09.01 PAINTED GYP, PNT-01, RE: FINISH SCHEDULE 09.11 HATCH PATTERN INDICATES EXTENT OF FULL COLOR VINYL WALL GRAPHIC, SEE SIGN SCHEDULE, PREP WALL WITH LEVEL 5 FINISH PRIOR TO INSTALLING VINYL 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.15 WALL BASE, WB-01, RE: FINISH SCHEDULE 10.13 FULLY RECESSED FIRE EXTINGUISHER CABINET 10.22 MARKER BOARD, 12'x 4', OFOI 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 10.26 SIGNAGE, SEE SIGNAGE SCHEDULE 10.29 TV, CONTRACTOR TO PROVIDE 3/4" SHEATHING FOR THE ENTIRE WALL, OFOI 10.30 SIGNAGE, SEE SIGNAGE SCHEDULE 10.31 MARKER BOARD, 8'x 4', OFOI 10.32 MARKER BOARD, 6'x 4', OFOI 10.33 MARKER BOARD, 4'x 4', OFOI 10.34 WALL MOUNTED PROJECTOR SCREEN, OFOI, BACKING PROVIDED BY CONTRACTOR, VERIFY MOUNTING HEIGHT WITH MFGR REQ. 1/4" = 1'-0"A2 INSTRUCTION 222 & 224 - NORTH 1/4" = 1'-0"A3 INSTRUCTION 222 & 224 - SOUTH 1/4" = 1'-0"A4 OPEN TUTORING 254 - TV - WEST 1/4" = 1'-0"D5 WRITING CENTER 256 - NORTH CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 4' - 10" EQEQ 10.22 10.22 CL CL 4' - 10" EQ EQ IN BACKGROUND 10.22 10.22 10.23 CL CL 8' - 3" 270J 270H 8' - 8" 09.04 09.09 SF55A OPEN 270G SF55B EQ EQ 7' - 6" 22.07 09.12 CL 15"56 3/4"15" 7 5/8" D5 A581 TYP 06.08 11.1011.1011.10 30" 223 22306.07 11.10 09.13 TYP TYP 156SF32 SF32156 17 1/4" IN BACKGROUND OPEN TO BEYOND 11.10 10'-3 1/2" 10" 3" 10.3009.11 31'-6" 9'-8" 30" 60" OPEN TO BEYOND 06.08 11.10 D5 A582 ______________ 11.10 11.10 17" 17" 17" 21" D4 A581 ______________ 109 3/8"24" 17" 17" 17" 21" D4 A581 ______________ 16"63 1/8" SF56 09.04 OPEN TO BEYOND 272 5' - 0" 10.31 10.32 10.33 10.22 CLEQ EQ CLEQ EQ 10.33 CLEQ EQ CL TYP ALL WALLS 32" 06.13 A1 A581 TYP 1'-0" 10.34 CL17' - 7 7/8" CL EQEQ 10.22 5' - 0" CL 5' - 0" CLEQ EQ 10.33 10.3310.22OPEN TO BEYONDCL TYP ALL WALLS 32" 06.13 A1 A581 TYP 11.10 30" 222.1 D5 A581 TYP 17' - 11 1/4" 06.08 06.07 15"30"15" 09.13 11.10 TYP TYP 30" 15"96 7/8"15" 11.10 D5 A581 TYP 06.08 223223 06.07 TYP 09.13 TYP IN FOREGROUND SF46 228 SF45 228 SF45 OPEN TO BEYOND 06.06 09.113" 10" 10.30 20'-3 1/4" 1'-10" 280 11.10 30" 15"30"15" OPEN TO BEYOND06.08 D5 A581 TYP 11.10 223 223 06.07 11.10TYP 09.13 TYP 38" 24"24"24"24" 06.07 06.07 A2 A581 TYP 10.44 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A421 Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - INTERIOR ELEVATIONS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYPICAL 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS; SEE DETAILS AND FINISH SCHEDULE 9 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS; SEE DETAILS AND FINISH SCHEDULE 10 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 11 CONTRACTOR TO PROVIDE RESTROOM ACCESSORIES; SEE ACCESSORY SCHEDULE 12 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS 13 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 14 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 15 SEE SHEET SERIES A500's FOR CASEWORK DETAILS 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 1/4" = 1'-0"E1 STUDY SKILLS 252-NORTH 1/4" = 1'-0"E2 STUDY SKILLS 252 - WEST 1/4" = 1'-0"C1 STUDY 270G-J - WEST 1/4" = 1'-0"E3 LEVEL 3 RECESSED DRINKING FOUNTAIN 1/4" = 1'-0"D1 LEVEL 3 PRINT STATION 1/4" = 1'-0"D2 HALL 1-R - NORTH 1/4" = 1'-0"D3 HALL 1-S - WEST 1/4" = 1'-0"E4 STORAGE 252F - NORTH 1/4" = 1'-0"E5 STORAGE 252F - EAST 1/4" = 1'-0"C2 STUDY 270 G - SOUTH 1/4" = 1'-0"B1 OPEN TUTORING CENTER - EAST 1/4" = 1'-0"B4 OPEN TUTORING CENTER- SOUTH 1/4" = 1'-0"A1 OPEN TUTORING CENTER - WEST 1/4" = 1'-0"C3 OPEN STUDY 220 - NORTH 1/4" = 1'-0"D4 OPEN COMPUTERS 240 - NORTH 1/4" = 1'-0"A2 HALL 2-K - WEST KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.13 WOOD CHAIR RAIL, WHITE OAK, STAINED AND ROUTED TO MATCH ARCHITECT SAMPLE 09.04 PAINTED GYP, PNT-04, RE: FINISH SCHEDULE 09.09 WALL BASE, WB-03, RE: FINISH SCHEDULE 09.11 HATCH PATTERN INDICATES EXTENT OF FULL COLOR VINYL WALL GRAPHIC, SEE SIGN SCHEDULE, PREP WALL WITH LEVEL 5 FINISH PRIOR TO INSTALLING VINYL 09.12 TILE WALL, TL-02, RE: FINISH SCHEDULE 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 10.22 MARKER BOARD, 12'x 4', OFOI 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 10.30 SIGNAGE, SEE SIGNAGE SCHEDULE 10.31 MARKER BOARD, 8'x 4', OFOI 10.32 MARKER BOARD, 6'x 4', OFOI 10.33 MARKER BOARD, 4'x 4', OFOI 10.34 WALL MOUNTED PROJECTOR SCREEN, OFOI, BACKING PROVIDED BY CONTRACTOR, VERIFY MOUNTING HEIGHT WITH MFGR REQ. 10.44 CEILING MOUNTED DISPLAY TV, OFOI, CONTRACTOR TO PROVIDE TV MOUNT AND SUPPORT AT CEILING 11.10 PRINTER, OFOI, RE: ACCESSORY SCHEDULE; POWER AND DATAT TO BE PROVIDED, RE:ELECTRICAL 22.07 HI LO DRINKING FOUNTAIN WITH BOTTLE FILLER - ADA COMPLIANT, RE: PLUMBING 1/4" = 1'-0"D5 LEVEL 2B PRINT STATION - SOUTH 1/4" = 1'-0"A5 JUVENILE 300 - SHELVING EAST 1/4" = 1'-0"B5 ENTRY HALL 120A - EAST CASEWORK TAG 101M AWS STANDARD CASEWORK TYPE MODIFIED CASEWORK TYPE REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES CASEWORK SYMBOL INDICATES LOCKS REQUIRED 2' - 11 1/8" TYP ALL WALLS 32" 06.12 A1 A581 TYP 06.1310.22 10.32 2 1/4" TYP ALL WALLS 32" 5' - 0" CL 10.31 10.3110.22 EQ EQ CL A1 A581 TYP 06.13 10.23 CL 8' - 0" 12' - 6" 252E 1'-6"9"IN BACKGROUND C1 A581 ______________ 4'-0" CL IN BACKGROUND 10.42 10.42 TYP ALL WALLS 32" A1 A581 TYP 06.13 36" 06.12 10.34 23'-3 3/8" 1'-0" OF WINDOWS ALIGN WITH BOTTOM 62 3/8" 10.4210.42 EQEQ 10.22 10.22 FILLER 1 1/2" 15"28 1/2"15" 30" 11.10 06.08 06.07 223 223 D5 A581 TYP 11.10 09.13 TYP TYP 224.1 06.06 12.01 102102102102102102102 56 1/2" 29 1/2" 36"36"36"36"36"36"36" B4 A581 35 1/4"3/4"34 1/8"1 1/2" 310 CLEQ EQ 5'-0" CL 10.33 3'-10" 1'-6"9" C1 A581 ______________ 402 230 36"15" 84" 30" 06.08 06.07 06.07 09.13 TYP 230 230 230 230 164"24"24"24"24" 30" D5 A581 TYP 06.08 06.07 10.31 09.13 EQ 30"EQ 34" 06.07 D1 A582 ______________ 12.04 OPEN TO BEYOND 5'-0" 8" CL 10.29OPEN TO BEYOND 6' - 0" 09.12 22.20 09.01 EQ EQ FOR TILE WIDTH RE: FLOOR PLAN D3 A571 ______________ D3 A571 ______________D3 A571 ______________ E5 A571 TYP SF48 SF49OPEN TO BEYOND 3" 10" 10.30 09.11 1'-10" 48'-9" 6'-10" OPEN TO BEYOND 498 3" 10" 09.1110.30 14'-5" 8'-8" FILLER 30"24 13/16" FILLER 24 5/8"30"1" 15" 33" 36" 302 152 12.04 06.07 09.13 22.17 11.02 E3 A582 06.07 11.05 302 10.06 10.03 3/4" 69" 3/4" 24 3/4" 11'-8"11'-8" 4'-7 1/4"14'-1 1/2"4'-7 1/4" 06.06 09.18 E5 A572 TYP E5 A572 TYP 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A422 Interior Elevations 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - INTERIOR ELEVATIONS 1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK 2 DO NOT SCALE DRAWINGS 3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT 4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE 5 UNLESS NOTED OTHERWISE, MATCH UPPER CABINET WIDTH DIMENSIONS TO BASE CABINETS - TYPICAL 6 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED HORIZONTALLY 7 PROVIDE SAFETY INSULATION ON ALL EXPOSED SUPPLY WATER LINES AND WASTE LINES 8 PROVIDE METAL TRIM AT ALL OUTSIDE EDGES ON TILE WALLS; SEE DETAILS AND FINISH SCHEDULE 9 PROVIDE METAL TRIM AT ALL TILE TO FLOOR TRANSITIONS; SEE DETAILS AND FINISH SCHEDULE 10 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE 11 CONTRACTOR TO PROVIDE RESTROOM ACCESSORIES; SEE ACCESSORY SCHEDULE 12 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS 13 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES 14 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES 15 SEE SHEET SERIES A500's FOR CASEWORK DETAILS 16 ALL SIGNAGE, LETTERING, GRAPHICS TO BE COORDINATED WITH OWNER PER CAMPUS GRAPHIC STANDARDS 1/4" = 1'-0"E2 LARGE COMPUTER CLASSROOM 234 - SOUTH 1/4" = 1'-0"E4 LARGE COMPUTER CLASSROOM 234 - WEST KEYED NOTES 06.06 WOOD VENEER, WV-01, RE: FINISH SCHEDULE 06.07 PLASTIC LAMINATE, PL-01, RE: FINISH SCHEDULE 06.08 PLASTIC LAMINATE, PL-02, RE: FINISH SCHEDULE 06.12 TECH STATION OWNER PROVIDED OWNER INSTALLED 06.13 WOOD CHAIR RAIL, WHITE OAK, STAINED AND ROUTED TO MATCH ARCHITECT SAMPLE 09.01 PAINTED GYP, PNT-01, RE: FINISH SCHEDULE 09.11 HATCH PATTERN INDICATES EXTENT OF FULL COLOR VINYL WALL GRAPHIC, SEE SIGN SCHEDULE, PREP WALL WITH LEVEL 5 FINISH PRIOR TO INSTALLING VINYL 09.12 TILE WALL, TL-02, RE: FINISH SCHEDULE 09.13 WALL BASE, WB-04, RE: FINISH SCHEDULE 09.18 WALLCOVERING, WC-02, RE: FINISH SCHEDULE 10.03 WALL MOUNTED SOAP DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.06 PAPER TOWEL DISPENSER, OWNER FURNISHED, OWNER INSTALLED 10.22 MARKER BOARD, 12'x 4', OFOI 10.23 CEILING MOUNTED PROJECTOR, OFOI, STEEL PIPE SUPPORT PROVIDED BY CONTRACTOR 10.29 TV, CONTRACTOR TO PROVIDE 3/4" SHEATHING FOR THE ENTIRE WALL, OFOI 10.30 SIGNAGE, SEE SIGNAGE SCHEDULE 10.31 MARKER BOARD, 8'x 4', OFOI 10.32 MARKER BOARD, 6'x 4', OFOI 10.33 MARKER BOARD, 4'x 4', OFOI 10.34 WALL MOUNTED PROJECTOR SCREEN, OFOI, BACKING PROVIDED BY CONTRACTOR, VERIFY MOUNTING HEIGHT WITH MFGR REQ. 10.42 MARKER BOARD, 12'x 3'6", OFOI 11.02 UNDER CABINET REFRIGERATOR, OFOI 11.05 MICROWAVE, OFOI 11.10 PRINTER, OFOI, RE: ACCESSORY SCHEDULE; POWER AND DATAT TO BE PROVIDED, RE:ELECTRICAL 12.01 QUARTZ COUNTER TOP, ST-01, RE: FINISH SCHEDULE 12.04 QUARTZ COUNTER TOP, ST-02, RE: FINISH SCHEDULE 22.17 SINK, RE: PLUMBING 22.20 DRINKING FOUNTAIN TYPE VARIES, RE: FLOOR PLAN FOR TYPES, RE: PLUMBING 1/4" = 1'-0"D1 WRITING CENTER OPEN TUTORING 256 - NORTH 1/4" = 1'-0"C4 OFFICE 252E/TECH SERVICES 238 COAT HOOK 1/4" = 1'-0"C1 OFFICE 252E WHITE BOARD - WEST 1/4" = 1'-0"D2 DROP IN MATH LAB 170 - EAST 1/4" = 1'-0"E1 LARGE COMPUTER CLASSROOM 234 - NORTH 1/4" = 1'-0"C2 LEVEL 3 PRINT STATION - EAST 1/4" = 1'-0"C3 SPECIAL COLLECTIONS 228 - WEST 1/4" = 1'-0"C5 OFFICE 310 - EAST 1/4" = 1'-0"B1 OFFICE 310 - SOUTH 1/4" = 1'-0"B2 INTER LIBRARY LOAN WORK SPACE 114 - EAST 1/4" = 1'-0"B3 INTER LIBRARY LOAN WORK SPACE 114 - SOUTH 1/4" = 1'-0"B4 BOOK CHECK OUT LEVEL 3 - EAST 1/4" = 1'-0"B5 1B & 2B CORRIDOR TVS 1/4" = 1'-0"A1 TYP DRINKING FOUNTAIN 1/4" = 1'-0"A2 ENGLISH TRANSTION CENTER 288 - SOUTH 1/4" = 1'-0"A4 STUDY SKILLS 252 - N 1/4" = 1'-0"A5 FLEX SPACE 192 - NORTH 1/4" = 1'-0"D5 LEVEL 2A STAIR - NORTH J L M 2 3 4 51.5 CLEAR 3'-8 1/4"8'-3"18'-1"5'-9"1'-8"25'-6"8'-10" HD BOOK COLLECTION 122 OPEN STUDY 122C OPEN STUDY 122B ENTRY HALL 120B 36'-0" 20'-6 1/2" 36"36"36"36"36"36"36"30"24" 36"36"36"36"36"36"36"30"24" 36"36"36"36"36"36"36"30"24" 36"36"36"36"36"36"36"30"24" 36"36"36"36"36"36"36"30"24" 36"36"36"36"36"36"36"30"24" 52" 30"24"24" 3 3/8" 25 1/4" 1 3/8" 36"36"36"36"30"24" SHELVING WIDTH 25'-6" TOTAL SHELVING WIDTH 26'-4" 7'-10"17'-8" TYPICAL 26 5/8" 2'-0" OVERHANG2'-0" OVERHANG 5'-4 1/2"5'-4 1/2"5'-4 1/2"5'-4 1/2" CLEAR 3'-8" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" 36"36"30"36"36"36"36"30"24" REQUIRED 20'-6 1/2" 27'-7 1/4" 53" 26 5/8" 2'-0" 6' - 7 3/4"5' - 3"5' - 3"5' - 3"5' - 3" 36"36"36"36"36"36"36"30"30"30"30"30"30" 11" 5'-4" 9'-10 3/4" 36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 4'-4 3/4" 36"36"36"36"36"36"36"30"30"30"30"30"30" 6'-4 3/4"6'-4 3/4"6'-4 3/4"6'-4 3/4"6'-4 3/4" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 36"36"36"36"36"36"36"30"30"30"30"30"30" 27'-7 1/4" 36'-0" 25'-0" SHELVING WIDTH 36'-0" TOTAL SHELVING WIDTH 36'-10" 2'-0" OVERHANG A5 A431 ______________ A5 A431 ______________ A3 A431 ______________ A3 A431 ______________ A3 A431 ______________ A3 A431 ______________TYP. TYP. TYP. TYP.A5 A431 ______________ A5 A431 ______________ 1'-0" 1 1/2" CONCRETE STRUCTURAL POUR BACK FOR HIGH DENSITY SHELVING, SEE STRUCTURAL SECOND CONCRETE POUR BACK - THIS OCCURS AFTER HIGH DENSITY SHELVING RAILS HAVE BEEN INSTALLED BY SHELVING CONTRACTOR FINISH FLOOR AS SCHEDULED INVERTED CHANNEL PROVIDED TO PROTECT RAIL DURRING SECOND CONCRETE POUR HIGH DENSITY SHELVING RAIL SYSTEM INSTALLED PER MFR REQUIREMENTS COORDINATE WITH MFR 4 1/2"3"4 1/2" 1'-0" CONCRETE STRUCTURAL POUR BACK FOR HIGH DENSITY SHELVING, SEE STRUCTURAL SECOND CONCRETE POUR BACK - THIS OCCURS AFTER HIGH DENSITY SHELVING RAILS HAVE BEEN INSTALLED BY SHELVING CONTRACTOR FINISH FLOOR AS SCHEDULED INVERTED CHANNEL PROVIDED TO PROTECT RAIL DURRING SECOND CONCRETE POUR HIGH DENSITY SHELVING RAIL SYSTEM INSTALLED PER MFR REQUIREMENTS COORDINATE WITH MFR 8" 4 1/2"3"4 1/2" CL 1'-2" 8" 2'-0" EDGE OF CANTALIEVER FOR HIGH DENSITY SHELVING 6" EXISTING CONCRETE FLOOR EXISTING CONCRETE WALL MECHANICAL TUNNEL STRUCTURAL REINFORCING AS REQUIRED BY STRUCTURAL, SEE STRUCTURAL RAIL CL RAIL 10" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A431 High Density Shelving Equipment Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/4" = 1'-0"B2 Enlarged High Density Shelving Layout 3" = 1'-0"A5 HIGH DENSITY SHELVING RAIL DETAIL 3" = 1'-0"A3 HIGH DENSITY SHELVING RAIL DETAIL AT TUNNEL 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A440 INTERIOR RENDERINGS 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1 1/2" = 1'-0"D1 TUTORING RECEPTION RENDERING 1 1/2" = 1'-0"D3 EAST ENTRY 1 1/2" = 1'-0"B1 LIBRARY CIRCULATION DESK THE RENDERINGS SHOWN ARE A LOOSE REPRESENTATION ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES 1 1/2" = 1'-0"B3 OPEN STUDY - AREA A STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT (BOTH SIDES) RUNNER TRACK SOUND INSULATION TO DECK, AS NOTED IN SCHEDULE BELOW SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SA_ 5/8" GYP. BOARD, TYPE X, BOTH SIDES STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT RUNNER TRACK SOUND INSULATION TO DECK, AS NOTED IN SCHEDULE BELOW SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SB_ 5/8" GYP. BOARD, TYPE X STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT RUNNER TRACK R-13- BATT INSULATION EXTEND TO B.O. STRUCTURE / WAFFLE SLAB SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SC_ 5/8" GYP. BOARD, TYPE X 3" CLOSED CELL SPRAY FOAM INSULATION R-15 MIN EXTEND TO B.O. STRUCTURE / WAFFLE SLAB EXISTING EXTERIOR MASONRY WALL 1/2" STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT BOTH SIDES TYP. RUNNER TRACK SOUND INSULATION TO DECK, AS NOTED IN SCHEDULE BELOW SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SD_ 5/8" GYP. BOARD, TYPE X BOTH SIDES TYP. 3/4" PLYWOOD SHEATHING STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT BOTH SIDES TYP. RUNNER TRACK SOUND INSULATION TO DECK, AS NOTED IN SCHEDULE BELOW SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SE_ 3/4" PLYWOOD SHEATHING BOTH SIDES TYP. 5/8" GYP. BOARD, TYPE X BOTH SIDES TYP. 7/8" STEEL HAT CHANNEL STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT EXISTING WALL SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SF_ 5/8" GYP. BOARD, TYPE X 3/4" PLYWOOD SHEATHING 7/8" STEEL HAT CHANNEL STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT EXISTING WALL SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SG_ 5/8" GYP. BOARD, TYPE X STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT (BOTH SIDES) RUNNER TRACK SOUND INSULATION TO DECK, AS NOTED IN SCHEDULE BELOW SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION 2SH_ 2 LAYERS 5/8" GYP. BOARD, TYPE X, BOTH SIDES CORE SIZE LEGEND C = CONCRETE WALLS, MASONRY S = STEEL STUDS W = WOOD STUDS G = GLAZING CORE MATERIAL LEGEND STEEL STUDS 1 =A7/8" 2 = 1 5/8" 3 = 2 1/2" 4 = 3 5/8" 5 = 6 = 6" 8 = 8" 10 = 12 = 14 = 16 = SUPERSCRIPT NOTES - A - HAT CHANNEL FURRING IN LIEU OF METAL STUD STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT RUNNER TRACK BATT INSULATION (R-13) SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE EXTERIOR PARTITION ESA_ 5/8" GYP. BOARD, TYPE X RIGID INSULATION (R-10) AIR BARRIER ACM METAL PANEL SYSTEM GYPSUM SHEATHING 1/2" 2 1/4"2"5/8"3 5/8"5/8" FINISH COAT PRIMER COAT COMMERCIAL CEMENT PLASTER BASE GALVANIZED SELF-FURRING LATH EXTERIOR GYPSUM SHEATHING FLUID APPLIED AIR BARRIER EXISTING SOFFIT STEEL FRAMING TO REMAIN R-38 BATT INSULATION DRYVIT "CCP 2 COMMERCIAL CEMENT PLASTER" SOFFIT SYSTEM EXTEND GYP BOARD, ACOUSTICAL BATT INSULATION AND STUD FRAMING INTO WAFFLE SLAB CEILING PANS STUD FRAMING IN WALL AS SCHEDULED EXISTING STRUCTURAL WAFFLE SLAB ACOUSTICAL CAULK ENTIRE PERIMETER (BOTH SIDES) WHERE GYP/STUD FRAMING MEETS CONCRETE WAFFLE SLAB - SEAL ALL PENETRATIONS BOTH SIDES (CAULK SHOWN AS DARK LINE) DEFLECTION AND INNER SLIP TRACK TO WITHSTAND LOADING & DEFLECTION NOTE: ACOUSTICAL CAULK ALSO AT WALL JAMB AND BASE CONDITION TYPICAL (BOTH SIDES) SEAL ALL GAPS / PENETRATIONS EXTEND GYP BOARD AND STUD FRAMING TO B.O. WAFFLE SLAB CEILING STUD FRAMING IN WALL AS SCHEDULED EXISTING STRUCTURAL WAFFLE SLAB CONT. DEFLECTION AND INNER SLIP TRACK TO WITHSTAND LOADING & DEFLECTION EXISTING WALL SCHEDULED CEILING TILE - SEE RCP STUD FRAMING AS SCHEDULED CEILING EDGE TRIM 6" STEEL FRAMING (RE: CORE SIZE LEGEND) STEEL FRAMING (RE: CORE SIZE LEGEND) SEALANT (BOTH SIDES) RUNNER TRACK SOUND INSULATION TO DECK, AS NOTED IN SCHEDULE BELOW SILL PLAN FIRE RATING: SEE SCHEDULE SOUND RATING (STC): SEE SCHEDULE UL DESIGN NUMBER: SEE SCHEDULE INTERIOR PARTITION SJ_ 5/8" GYP. BOARD, TYPE X 5/8" GYP. BOARD, TYPE X 15 MIL POLYFILM (OVERLAP FILM 6" MIN, TAPE ALL SEAMS 5/8" GYP. BOARD, TYPE X HU M I D I T Y C O N T R O L L E D S I D E 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A501 Wall & Soffit Assemblies 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - WALL TYPES 1 REFER TO A100's SHEET SERIES FOR LOCATION OF WALL TYPES 2 REFER TO SCHEDULES & DETAILS FOR FINISHES 3 "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF EACH WALL TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. RATED WALLS ARE TO TERMINATE AT STRUCTURAL MEMBERS WITH A FIRE RESISTANT RATING. WHERE REQUIRED APPROPRIATE FRAMING AND GYP BOARD IS TO BE INSTALLED AND OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS SUCH AS PIPING OR DUCTWORK, TO MAINTAIN THE FIRE RESISTANCE RATING. NON-RATED WALLS THAT CONTINUE TO STRUCTURE ARE TO TERMINATE AT PROPER LOCATIONS TO MAINTAIN THE INTENT OF THE CONTINUOUS PLANE OF ONE LAYER OF GYP BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER. SEE HEAD AND SILL DETAILS FOR MORE INFORMATION 4 ALL GYP BOARD SHALL BE 5/8", UNLESS NOTED OTHERWISE 5 ALL RATED WALLS SHALL BE CONSTRUCTED FIRST AND HAVE CONTINUITY PRIORITY OVER NON-RATED WALLS. SECONDARY, OR NON-RATED WALLS, ARE TO ABUTT, BUT NOT PENETRATE THE RATED WALLS 6 FIRESTOPPING TO BE PROVIDED AT ALL PENETRATIONS THROUGH RATED WALLS AS SPECIFIED. COORDINATE WITH CODE PLANS 7 APPROPRIATE SUBMITTAL INFORMATION MUST BE PROVIDED TO SUBSTANTIATE THAT THE MATERIALS AND ASSEMBLY USED BY THE CONTRACTOR HAVE BEEN TESTED BY A RECOGNIZED TESTING AGENCY TO MEET THE FIRE RESISTANCE RATING SCHEDULED ON THESE WALL TYPES 8 ALL GYPSUM WALL BOARD MUST BE MOISTURE RESISTANT AT THE FOLLOWING LOCATIONS: a. TOILET ROOMS b. WET WALLS c. SHOWERS d. JANITOR'S CLOSETS 9 SOUND ATTENUATION BLANKETS SHALL EXTEND THE FULL HEIGHT OF THE WALLS 10 SPACING OF THE METAL STUDS HAS NOT BEEN INDICATED ON THE WALL TYPES OR DETAILS. STUD SPACING IS TO BE DETERMINED BY THE HEIGHT OF THE PARTITION AS SHOWN IN THE TABLE ON SHEET A503. EACH STUD GOING TO STRUCTURE AND EXCEEDING ALLOWABLE HEIGHTS SHALL BE BRACED 45 11 REFER TO INTERIOR DETAILS FOR ADDITIONAL INFORMATION 12 UL DESIGN NUMBERS REFER TO FIRE RESISTANCE IN MOST CURRENT EDITION OF THE UL DIRECTORY 13 IN PARTITIONS WITHOUT GYP BOARD ON BOTH SIDES, SUPPORT INSULATION WITH WIRE MESH TO STRUCTURE 14 MAINTAIN 1/2" SPACE BETWEEN FLOOR SLAB AND BOTTOM OF GYP BOARD ON ALL WALLS 15 STOP STUD 1" BELOW METAL RUNNER (TOP TRACK) TO ALLOW FOR VERTICAL EXPANSION; DO NOT ATTACH STUDS OR GYP BOARD TO TOP TRACK 16 SEE STRUCTURAL DRAWINGS FOR EXTERIOR METAL STUD WALL SPACING, GAUGES, BRACING, AND CONNECTIONS 17 PROVIDE NEOPRENE FLASHING BETWEEN ALL DISSIMILAR METALS, TYPICAL 18 EXTERIOR SILL PLATES OR TRACKS TO BE SET IN 3 DISTINCT BEADS OF CONTINUOUS SEALANT 19 EIFS BASIS OF DESIGN - DRYVIT OUTSULATION PLUS MD OR EQUAL, SYSTEM SHALL BE INSTALLED PER MFR'S RECOMMENDED INSTALLATION DETAILS PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING SA4 R-13 BATT 3 5/8" 4 0' - 4 7/8" SA4.1 3 5/8" 4 0' - 4 7/8" SA4.1 NONE 3 5/8" 4 0' - 4 7/8" SA6 6" 6 0' - 7 1/4" SA6 R-13 BATT A5/A501 6" 6 0' - 7 1/4" SA6.1 NONE 6" 6 0' - 7 1/4" SA8 R-13 BATT 8" 8 0' - 9 1/4" PARTITION TAG INSULATIO N TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING SB1 NONE 7/8" 1 0' - 1 1/2" SB2 NONE 1 5/8" 2 0' - 2 1/4" SB2.1 NONE 1 5/8" 2 0' - 2 1/4" SB3.1 NONE 2 1/2" 3 0' - 3 1/8" SB4 R-13 BATT A5/A501 3 5/8" 4 0' - 4 1/4" SB4.1 3 5/8" 4 0' - 4 1/4" SB4.1 NONE 3 5/8" 4 0' - 4 1/4" SB4.1 NONE B5/A501 3 5/8" 4 0' - 4 1/4" PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING SC4 SPRAY/BATT D5/A551 3 5/8" 4 0' - 6 3/4" SC6 SPRAY/BATT D5/A551 6" 6 0' - 11 1/8" PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING SD4 R-13 BATT A5/A501 3 5/8" 4 0' - 5 5/8" SD4.1 NONE B5/A501 3 5/8" 4 0' - 5 5/8" SD6 R-13 BATT A5/A501 6" 6 0' - 7 3/4" PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING SE4.1 NONE B5/A501 3 5/8" 4 0' - 6 3/8" PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING SF1 NONE C6/A501 7/8" 1 0' - 2 1/4" PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING SG1 NONE C6/A501 7/8" 1 0' - 1 1/2" PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING 2|2SH4 R-13 BATT 2 HR A5/A501 3 5/8" 4 0' - 6 1/8" PARTITION TAG INSULATION TYPE FIRE RATING HEAD DETAIL STUD DEPTH CORE SIZE (NOM.) TOTAL THICKNESS LOAD BEARING FIRE TEST STC RATING ESA4 3 5/8" 4 <varies> 3/4" = 1'-0"B5 Acoustical Wall Head Termination at Waffle Slab Detail 3/4" = 1'-0"A5 Typical Wall Head Termination at Waffle Slab Detail WHERE WALL IS FIRE RATED - PROVIDE FIRE CAULK IN LIEU OF ACOUSTICAL CAULK 1 1/2" = 1'-0"C6 Typical Furring Wall Head Termination Detail BOTTOM TRACK - SEE PARTITION TYPE GENERAL NOTE 21. STUD - SEE WALL SCHEDULE JAMB BASE ATTACHMENT - SEE JAMB SCHEDULE BOTTOM TRACK ATTACHMENT - SEE PARTITION TYPE GENERAL 21. JAMB STUDS - SEE JAMB SCHEDULE ADDITIONAL ANCHOR AS REQ'D. BY JAMB SCHEDULE JAMB STUDS - SEE JAMB SCHEDULE JAMB BASE ATTACHMENT - SEE JAMB SCHEDULE BOTTOM TRACK ATTACHMENT - SEE PARTITION TYPE GENERAL 21. BOTTOM TRACK - SEE PARTITION TYPE GENERAL NOTE 21. OPENING ADDITIONAL ANCHOR AS REQ'D. BY JAMB SCHEDULEPLAN VIEW BOTTOM TRACK - SEE PARTITION TYPE GENERAL NOTE 21. BOTTOM TRACK ATTACHMENT - SEE PARTITION TYPE GENERAL 21. A (1) #8 SCREW @ EACH FLANGE STUD - SEE WALL SCHEDULE JAMB BASE CONNECTIONS SCALE: NONE TYPICAL BOTTOM TRACK CONNECTIONS SCALE: NONE TYPICAL STEEL STUD JAMB SECTIONS SCALE: NONE STANDARD FRAMING JAMB STUD SCHEDULE TSN MID WALL SCHEDULE (W/ HANDRAIL LOAD): TSN MID WALL SCHEDULE: J1 ONE TRACK ONE STUD J2 ONE TRACK TWO STUDS J3 TWO TRACKS TWO STUDS J4 TWO TRACKS THREE STUDS MATCH WALL BOTTOM TRACK & STUD SIZE TYPICAL UNO #10 @ 12" O.C. TYP UNO TOP CONNECTION TYPE 1 (DEFLECTION TRACK ATTACHMENT WITHOUT VERTICLIP) SCALE: NONE DEFLECTION TRACK STUD STURUCTURE TRACK ATTACHMENT - SEE PARTITION TYPES GENERAL NOTES 22 ATTACH TO CONCRETE SLAB: PARALLEL TO FLUTE AT FLUTE STUD DEFLECTION TRACK STRUCTURE TRACK ATTACHMENT - SEE PARTITION TYPES GENERAL NOTE 22. SEE DETAIL WITH ADDITIONAL 68mil PLATE IF OVERLAPPING <3" ATTACH TO CONCRETE SLAB ON METAL DECK: PARALLEL TO FLUTE BETWEEN FLUTES FIRE PROOFING IF REQUIRED TRACK ATTACHMENT - SEE PARTITION TYPES GENERAL NOTES 22. 68 MIL x 14" x CONTINUOUS PLATE W (1) ROWS OF HILTI X-U @ 6" O.C. EACH SIDE. EMBEDMENT = 1" MIN. PERPENDICULAR TO FLUTE STUD DEFLECTION TRACK TRACK ATTACHMENT - SEE PARTITION TYPES GENERAL NOTES 22. FIRE PROOFING IF REQUIRED PARALLEL TO FLUTE AT FLUTE DEFLECTION TRACK TRACK ATTACHMENT - SEE PARTITION TYPES GENERAL NOTES 22. METAL DECK PARALLEL TO FLUTE BETWEEN FLUTES PERPENDICULAR TO FLUTE 68 MIL x 8" x CONTINUOUS PLATE W/ # 10 SCREWS EACH SIDE @ 4" O.C. FIRE PROOFING IF REQUIRED TRACK ATTACHMENT - SEE PARTITION TYPES GENERAL NOTES 22. STUD DEFLECTION TRACK TRACK ATTACHMENT - SEE PARTITION TYPES GENERAL NOTES 22. FIRE PROOFING IF REQUIRED ATTACH TO METAL DECK: ATTACH TO STEEL BEAM: STUD HILTI X-U15 PAF'S AT 8" O.C. STAGGERED STEEL BEAM STUD HILTI X-U15 PAF'S AT 8" O.C. STAGGERED STEEL BEAM 54 MIL PLATE x 6" x 12" AT 32" O.C. (2) #10 SCREWS AT EACH PLATE STEEL BEAM (2) HILTI X-U15 ANCHORS PER Z-CLIP 54 MIL Z-CLIP FOR FIREPROOFING AT 32" MAX. SPACING DEFLECTION TRACK STUD TYPICAL STUD SPACING WALL HEIGHT TYPICAL WALL STUD TWO ADJACENT MIDWALL™ SUPPORTS REQUIRED AT TYPICAL STUD SPACING FOR END OF WALL MIDWALL™ STANDARD TOP TRACK STEEL BEAM HILTI X-U15 PAF'S AT 8"O.C. STAGGERED STUD TSN VERTICLIP SLD AT EACH JAMB W/ (2) #8 SCREWS IN EACH JAMB & (2) #8 SCREWS INTO TRACK (2) HILTI X-U15 PAF'S AT EACH PLATE 54 MIL PLATE x 6" x 12" AT 32" O.C. TSN VERTICLIP SLD AT EACH JAMB W/ (2) #8 SCREWS IN EACH JAMB & (2) #8 SCREWS INTO TRACK AND PLATE STUD STEEL BEAM STEEL BEAM (2) HILTI X-U15 ANCHORS PER Z-CLIP 54 MIL Z-CLIP FOR FIRE PROOFING AT 32" MAX. SPACING DEFLECTION TRACK STUD ATTACH TO METAL DECK: ATTACH TO STEEL BEAM: TOP TRACK. EACH SIDE OF JAMB CONNECTION (WHERE OCCURS). SEE SS08 FOR DEFLECTION TRACK AND SLOTTED TRACK INFORMATION (1) #12 SCREWS PER FLUTE METAL DECK TSN VERTICLIP SLD AT EACH JAMB W/ (2) #8 SCREWS IN EACH JAMB & (2) #8 SCREWS INTO TRACK AND PLATE 68 MIL x 12" x 25" PLATE AT EACH JAMB JAMB STUD TSN VERTICLIP SLD AT EACH JAMB W/ (2) #8 SCREWS IN EACH JAMB & (2) #8 SCREWS INTO TRACK 68 MIL x 12" x 25" PLATE AT EACH JAMB TYPICAL STUD (5) #12 SCREWS IN EACH FLUTE - (10) TOTAL METAL DECK DEFLECTION TRACK JAMB STUDS TRACK PARALLEL TO FLUTE AT FLUTE PERPENDICULAR TO FLUTE ATTACH TO CONCRETE SLAB ON METAL DECK: TRACK (4) 3/8" HILTI KH-EZ ANCHOR W/ 2-1/2" EMBEDMENT AT EACH LOWER FLUTE IF CLIP IS LOCATED PARTIALLY ON PLATE AND ON CONCRETE, REPLACE SCREWS INTO CONCRETE WITH 1/4" HILTI KH-EZ ANCHORS WITH 2" MINIMUM EMBEDMENT 12" TSN VERTICLIP SLD AT EACH JAMB W/ (2) #8 SCREWS IN EACH JAMB & (2) #8 SCREWS INTO TRACK AND PLATE JAMB STUD DEFLECTION TRACK CONCRETE SLAB ON METAL DECK 68 MIL x 14" x 25" PLATE AT EACH JAMB 68 MIL x 14" x 25" PLATE AT EACH JAMB DEFLECTION TRACK (4) 3/8" DIA. HILTI KH- EZ ANCHORS W/ 2-1/2" EMBEDMENT IN EACH FLUTE. (4) TOTAL. CONCRETE SLAB ON METAL DECK TYPICAL STUD JAMB STUDSTSN VERTICLIP SLD AT EACH JAMB W/ (2) #8 SCREWS IN EACH JAMB & (2) #8 SCREWS INTO TRACK AND PLATE 12" TRACK TRACKPARALLEL TO FLUTE AT FLUTE PERPENDICULAR TO FLUTE ATTACH TO CONCRETE SLAB: TOP CONNECTION TYPE 2 (DEFLECTION TRACK ATTACHMENT WITH VERTICLIP) SCALE: NONE NOTE: • ONLY ONE CLIP IS REQ'D FOR JAMBS AT TYPICAL LOCATION. WHERE JAMB CONFIG J3 AND J4 ARE USED, THE CLIP MUST BE LOCATED AT THE CENTER JAMB, OR TWO CLIPS MUST BE USE ONE ON EACH SIDE OF BUILT UP JAMB CONCRETE SLAB DEFLECTION TRACK TSN VERTICLIP SLD W/ (2) SLOTS @ EACH JAMB W/ (2) #8 SCREWS IN EACH JAMB & (2) 1/2" DIA. HILTI HUS-EZ ANCHORS W/ 3" EMBEDMENT TYPICAL STUD STUD TO FIT TIGHT AGAINST RADIUS OF TRACK SECTION APLAN VIEW MIDWALL SUPPORT DETAIL SCALE: NONE Typ. Stud Spacing Max Wall Height Mid Wall to base connection Comment 250MW-24: 16"O.C. 4'-0" 1/2" dia HAS-E Threaded Epoxy Anchor w/ HIT-HY 200. Embed=6"min For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 24"O.C. 4'-0" 1/2" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=6"min For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 250MW-48: 16"O.C. 7'-0" 1/2" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=6"min For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 24"O.C. 5'-0" 1/2" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=6"min For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 362MW-24: 16"O.C. 3'-6" (2) 3/8" dia Kwik Bolt 3. Embed=2.375" For Concrete over metal deck 4'-0" (2) 3/8" dia HAS-E Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab 24"O.C. 3'-0" (2) 3/8" dia Kwik Bolt 3. Embed=2.375" For Concrete over metal deck 4'-0" (2) 3/8" dia HAS-E Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab 362MW-48: 16"O.C. 8'-6" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 24"O.C. 7'-6" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 600MW-24: 16"O.C. 4'-0" (2) 3/8" dia Kwik Bolt 3. Embed=2.375" For Concrete over metal deck (2) 3/8" dia HAS-E Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab 24"O.C. 3'-6" (2) 3/8" dia Kwik Bolt 3. Embed=2.375" For Concrete over metal deck 4'-0" (2) 3/8" dia HAS-E Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab 600MW-48: 16"O.C. 4'-6" (2) 3/8" dia Kwik Bolt 3. Embed=2.375" For Concrete over metal deck 10'-6" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab 24"O.C. 9'-0" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min For Concrete Slab only, EOR must deign base connection for concrete over metal deck application Note: Max wall height are calculated base on one 5/8" GYP BD on each side MidWall attaches to every other stud, studs attach to MidWall=xxxS162-54. All other typ stud=xxxS137-33, typ top track=xxxT125-33 Base connection based on concrete slab or concrete on metal deck with minimum compressive strength, f'c=3000psi Typ. Stud Spacing Max Wall Height Mid Wall to base connection Comment 250MW-24: 16"O.C. 4'-0" 1/2" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=6"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 250MW-48: 16"O.C. 7'-0" 1/2" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=6"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 362MW-24: 16"O.C. 4'-0" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 24"O.C. 4'-0" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 362MW-48: 16"O.C. 8'-6" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 24"O.C. 7'-0" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 600MW-24: 16"O.C. 4'-0" (2) 3/8" dia HAS-E Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 24"O.C. 4'-0" (2) 3/8" dia HAS-Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 600MW-48: 16"O.C. 10'-6" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application 24"O.C. 9'-0" (2) 3/8" dia HAS Super Threaded Epoxy Anchor w/ HIT-HY 200. Embed=2.375"min to Concrete Slab For Concrete Slab only, EOR must deign base connection for concrete over metal deck application Note: Max wall height are calculated base on one 5/8" GYP BD on each side MidWall attaches to every other stud, studs attach to MidWall=xxxS162-54. All other typ stud=xxxS137-33, typ top track=xxxT125-33 Handrail loads (50plf or 200lb point live load) are applied at 3'-0" above the base connection Base connection based on concrete slab or concrete on metal deck minimum compressive strength f'c=3000psi JAMB DEPTH MAX. JAMB HEIGHT MAX. OPENING WIDTH JAMB COMPONENTS CONFIGURATION BASE CONNECTION TOP CONNECTION 2-1/2" 12'-0" 4'-0"(2)250S162-33 & (1)250T150-33 J2 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0" (1 layer Gyp each side Max.) (2)250S162-33 & (1)250T125-54 J2 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0" (1 layer Gyp 1 side Max.) (2)250S162-33 & (2)250T150-43 J3 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 3-5/8" 10'-0" 4'-0"362S137-33 & 362T125-33 J1 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0"362S137-33 & 362T125-33 J1 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0"362S137-33 & 362T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 15'-0" 4'-0"362S137-33 & 362T125-33 J1 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0"362S200-33 & 362T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0"(2)362S137-33 & (1)362T125-33 J2 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 16'-0" (1 layer Gyp each side Max.) (2)362S137-33 & (2)362T125-33 J3 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 18'-0" 4'-0"362S162-33 & 362T125-33 J1 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0"(2)362S162-33 & (1)362T150-33 J2 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0"(2)362S200-33 & (2)362T150-33 J3 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 16'-0" (1 layer Gyp each side Max.) (3)362S200-33 & (2)362T150-33 J4 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 6" 10'-0" 4'-0"600S137-33 & 600T125-33 J1 (1) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0"600S137-33 & 600T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0"600S137-33 & 600T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 16'-0"600S137-33 & 600T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 15'-0" 4'-0"600S137-33 & 600T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0"600S137-33 & 600T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0"600S137-33 & 600T125-33 J1 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 16'-0"600S162-33 & 600T150-33 J1 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 20'-0" 4'-0"600S137-33 & 600T125-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0"(2)600S137-33 & (1)600T125-33 J2 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0"(2)600S137-33 & (1)600T125-33 J2 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 16'-0"(2)600S162-33 & (2)600T150-33 J3 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 25'-0" 4'-0"600S162-33 & 600T150-33 J1 (2) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 1 8'-0"(2)600S137-33 & (1)600T125-33 J2 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12'-0"(2)600S200-33 & (1)600T200-33 J2 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 16'-0"(3)600S162-33 & (2)600T150-33 J4 (3) 3/8" HILTI KH-EZ w/ embed=3-1/4" (SOG) or 1-5/8" (COMD) Type 2 12" 50-0" 16'-8"(3)1200S350-118 & (2)1200T200-54 J4 (3) 3/8" HILTI KH-Fz w/ embed=3-1/4" (SOG) SEE DETAILS ATTACHED NOTE: SOG=SLAB ON GRADE COMD=CONCRETE ON METAL DECK 6" METAL STUD SIMPSON RCKW5.5 @ 48" O.C. WITH (6) #12 SCREWS TO STUD (2) 3/8" Ø BY 2.5" TITEN HD ANCHOR EXISTING CONCRETE FLOOR SCHEDULED STOREFRONT WINDOW SYSTEM A5 A561 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A503 Structural Steel Framing Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3" = 1'-0"D6 STRUCTURAL KNEE WALL ANCHOR DETAIL WALL AS SCHEDULED BELOW ADHERE GYP BD TO EXISTING MASONRY EXISTING EXTERIOR WALL BELOW EXISTING STOREFRONT EXISTING STRUCTURAL COLUMN SEALANT WALL AS SCHEDULED WALL BELOW AS SCHEDULED EXISTING EXTERIOR WALL BELOW EXISTING STOREFRONT EXISTING STRUCTURAL COLUMN ADHERE GYP BD TO EXISTING MASONRY TERMINATE SPRAY INSULATION AT OUTSIDE EDGE SEALANT BOTH SIDES, TYP. SOLID SURFACE WINDOW SILL CAP, SEE INTERIOR FINISHES WALL AS SCHEDULED WALL BELOW AS SCHEDULED EXISTING WALL EXISTING EXTERIOR WALL BELOW EXISTING STOREFRONT EXISTING STRUCTURAL COLUMN ADHERE GYP BD TO EXISTING MASONRY TERMINATE SPRAY INSULATION AT OUTSIDE EDGE SEALANT SOLID SURFACE WINDOW SILL CAP, SEE INTERIOR FINISHES WALL AS SCHEDULED EXISTING STRUCTURAL WALL AS SCHEDULED 1/2" GAP 1/2" GAP WALL AS SCHEDULED EXISTING STRUCTURAL WALL AS SCHEDULED 1/2" GAP ADHERE GYP BD TO EXISTING COLUMN WALL AS SCHEDULED EXISTING STRUCTURAL WALL AS SCHEDULED 1/2" GAP ADHERE GYP BD TO EXISTING COLUMN WALL AS SCHEDULED ADHERE GYP BD TO EXISTING COLUMN STOREFRONT SYSTEM, AS SCHEDULED BACKER ROD AND SEALANT, BOTH SIDES 18 GA. ALUMINUM BREAK METAL TO MATCH STOREFRONT RETURN ENDS 5/8" GYP. BD. OVER 3 5/8" FRAMING HYDRONIC SUPPLY LINES, SEE PLUMBING 18 GA. ALUMINUM INFILL PANEL TO MATCH STOREFRONT RIGID INSULATION BATT INSULATION EXISTING SHAFT WALL 2 LAYERS OF TYP X 5/8" GYP, BOTH SIDES 10" STUD FRAMING EXISTING GYP. BOARD ALIGN INFILL WALL TO CONTINUE 2 HOUR RATED STAIR WELL ENCLOSURE ALIGN FIRE CAULK OR FIRE SAFE ALL PENENTRATIONS 1'-2" ± SEE SPEC PLAN SEE G011.1 FOR MOUNTING HEIGHT 3" MAX SECTION SEMI-RECESSED FIRE EXTINGUISHER CABINET - SEE SPEC PROVIDE RECESS FOR F.E. CABINET AS REQ'D - REFER TO WALL TYPES FOR WALL CONSTRUCTION EXISTING COLUMN SEE STRUCTURAL VINYL WALLCOVERING OVER EXISTING FRAMED WALLS NEW 1/4" GYP BD OVER EXISTING WALL ON ALL EXPOSED WALL COVERING 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A511 Plan Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set3/4" = 1'-0"A5 TYPICAL EXTERIOR COLUMN CORNER DETAIL 3/4" = 1'-0"E6 TYPICAL EXTERIOR COLUMN @ 2 STOREFRONT 3/4" = 1'-0"D6 TYPICAL EXTERIOR COLUMN @ 1 STOREFRONT 3/4" = 1'-0"A6 TYPICAL INTERIOR COLUMN 3/4" = 1'-0"B6 TYPICAL INTERIOR COLUMN @ 2 WALLS 3/4" = 1'-0"C6 TYPICAL INTERIOR COLUMN @ 3 WALLS 1 1/2" = 1'-0"B5 SNOWMELT PIPE CHASE DETAIL3/4" = 1'-0"B4 Stair Shaft Door Infill Detail 3/4" = 1'-0"A4 Semi-Recessed Fire Extinguisher Detail 3/4" = 1'-0"C5 TYPICAL INTERIOR COLUMN DETAIL 11 1_ 2" 5'-3 3_ 4" Equal Equal Acoustic barrier: two layers gypsum board, both sides, with acoustic material to provide an equal/comparable acoustic performance as the Skyfold partition (by others). (Ref: ASTM E 557) Typical detail Suspended ceiling tile only (by others)LC Lateral brace as required (by others) "J" or "U" trim 10'- 1" 11'-5 1_ 2"A.F.F. 11'-6 1_ 2"A.F.F. B. B.O. Acoustic barrier T.O. Pocket 9" (REF) Framing (by others) must not interfere with motor unit, lifting mechanisms & cables. 12'-7" A.F.F. B.O. C8 x 11.5 ceiling0" A.F.F. O. Pocket Ceiling supports to be attached to Structural Framing before construction of acoustic barrier & pocket Skyfold wall Acoustic barrier 11'-5 1_ 2"A.F.F. 1" B.O. Acoustic barrier Structural Framing (RE: STRUCTURAL) Adapter plate (by Skyfold) 12'-7" A.F.F. B.O. C8 x 11.5 2'-1 3__ 16"± 0.5 HP motor maximum torque 4075 lbin. Sh a f t 3 3_4" Motor unit weight (450 lbs ±) is offset from wall centerline: 4 1_ 4"± 17" min clearance required 6 1__16 " CR CL CL BRACKET 7 1/2" GAGE 5" SOFFIT 10 1/4" FABRICATION HEIGHT 9'-0" DOOR OPENING HEIGHT 3/4" 1'-2 1/2" STUD FRAMING EXTEND 2 LAYERS OF 5/8" GYP. BOARD AND STUD FRAMING TO DECK, PROVIDE ACOUSTICAL SEALANT TO SEAL ALL PENETRATIONS 0.5" DIA. X 9" LONG HANGER RODS BY MODERNFOLD ROLLER CHAIN HANGER BRACKET BY MODERNFOLD STEEL, BALL BEARING TROLLEY OFF WHITE BAKED ENAMEL SOFFIT TRIM PAN BY MODERNFOLD #14 GUIDE RAIL PRE-PAINTED OFF WHITE VINYL TOP SEAL FLOATING BOTTOM SEAL PROVIDES 3" OPERATING CLEARANCE (+.50" / -2.50") FLOORING AS SCHEDULED AC TILE CEILING AS SCHEDULED GYP. BOARD SOFFIT 1'-5 1/4" 1'-0" 9" ACOUSTICAL BATT INSULATION LEVEL 02 114' - 0" 2'-9" 10'-0" 1'-0" 11'-0" DASHED LINE REPRESENTS DOOR IN POCKET OPERABLE DOOR DUCTING, SEE MECHANICAL EXISTING ROOF STRUCTURE STEEL BEAM, SEE STRUCTURAL EXTEND STUD FRAMING AND GYP BOARD TO DECK PROVIDE ACOUSTICAL SEALANT TO SEAL ALL PENETRATIONS FINISH FLOOR, SEE FINISH SCHEDULE CONCRETE FLOOR, SEE STRUCTURAL 9'-0" OPERABLE DOOR POCKET, PAINT INTERIOR POCKET SAME AS ADJACENT COLOR C5 A512 10'-0" CEILING HEIGHT A5 A512 B5 A512 TOP OF STEEL BEAM 12'-6" B.O. POCKET 9'-0" SKYFOLD OPERABLE DOOR COORDINATE DUCTING, SEE MECHANICAL EXISTING ROOF STRUCTURE STEEL BEAM, SEE STRUCTURAL EXTEND STUD FRAMING AND GYP BOARD TO DECK PROVIDE ACOUSTICAL SEALANT TO SEAL ALL PENETRATIONS FINISH FLOOR, SEE FINISH SCHEDULE CONCRETE FLOOR, SEE STRUCTURAL POCKET DEPTH 1'-6 1/2" TOP OF DOOR POCKET 10'-6 1/2" CLEAR POCKET WIDTH 5'-3 3/4" ACOUSTIC BARRIER, SEE DETAILS SEAL AT ROOF STRUCTURE, ACOUSTICALLY SEAL ALL PENETRATIONS, OPENINGS OR GAPS 3'-0" CLEAR 4'-2" CL 2'-1"2'-1"ALIGN WALLS TO FRONT FACE OF CLOSED PANEL. FIELD VERIFY AND CONSULT SHOP DRAWINGS. INTERIOR OR DOOR POCKET TO BE PAINTED TO MATCH ADJACENT / ROOM FINISH CL 2'-5" CLEAR 4'-4" ALIGN WALLS TO FRONT FACE OF CLOSED PANEL. FIELD VERIFY AND CONSULT SHOP DRAWINGS. INTERIOR OR DOOR POCKET TO BE PAINTED TO MATCH ADJACENT / ROOM FINISH 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A512 Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set3/4" = 1'-0"A5 SKYFOLD CEILING POCKET DETAIL 3/4" = 1'-0"B5 SKYFOLD MECHANICAL DETAIL 1 1/2" = 1'-0"C5 MODERNFOLD DETAIL 1/2" = 1'-0"A2 MODERNFOLD SECTION - LEVEL 2 AREA B 1/2" = 1'-0"A4 SKYFOLD SECTION - LEVEL 2 AREA B 1/2" = 1'-0"E6 MODERNFOLD 7 PANEL POCKET DETAIL 1/2" = 1'-0"E5 MODERNFOLD 5 PANEL POCKET DETAIL F CR F 1/8" / 1'-0" STOREFRONT GLAZING C5 A513 C6 A513 EXISTING BRICK TO BE REINSTALLED, SEE DETAILS EXISTING EXTERIOR BRICK B.O. STEEL/ BOTTOM OF DECK FULLY ADHERED 60 MILL PVC OVER VAPOR BARRIER, LAP AND ADHEAR INTO COLLECTOR BOX PREFINISHED METAL COUNTER FLASHING SEE SECTION DETAIL STEEL DECKING, RE: STRUCTURAL ACM PANEL SYSTEM FLUID APPLIED AIR BARRIER OVER GYPSUM SHEATHING EL. 108' - 9" FULLY ADHERED 60 MILL PVC MEMBRANE OVER AIR BARRIER WRAP UP AND OVER PARAPET, WRAP INTO COLLECTOR BOX ACM PANEL SYSTEM FLUID APPLIED AIR BARRIER ON GYPSUM SHEATHING STEEL BEAM, SEE STRUCTURAL 2" DRAIN PIPE TO OVERFLOW SCUPPER BELOW 4" STUD FRAMING EL. 109' - 6" T.O. ACM PANEL SYSTEM EL. 108' - 9" B.O. STEEL BEAM COVER BOARD OVER SHAPED AND TAPERED INSULATION - SLOPE TO DRAIN GUTTER COLLECTOR BOX FULLY ADHERED 60 MILL PVC WRAP UP WALL MIN 8" STEEL BEAM, RE: STRUCTURAL EXISTING EXTERIOR BRICK COLUMN PREFINISHED METAL COUNTER FLASHING WITH DRIP, PREP BRICK TO RECIEVE BARBED ATTACHMENT, SET IN SEALANT B.O. STEEL/ BOTTOM OF DECK FULLY ADHERED VAPOR BARRIER WRAP UP EXISTING BRICK COLUMN PREFINISHED METAL COUNTER FLASHING SEE SECTION DETAIL EL. 108' - 9" STEEL DECKING, RE: STRUCTURAL ACM PANEL SYSTEM FLUID APPLIED AIR BARRIER OVER GYPSUM SHEATHING 1/2" COVER BOARD OVER SHAPED AND TAPERED INSULATION - SLOPE TO DRAIN K EXISTING BRICK AND BRICK LEDGER RECTANGULAR STEEL TUBE, RE: STRUCTURAL 60 MILL PVC MEMBRANE WRAP UP WALL MIN 8" 6"X3" STEEL LINTEL ANGLE, RE: STRUCTURAL INSTALL RECLAIMED BRICK FROM ENTRANCE DEMOLTITION AS NEW BRICK SYSTEM, INCLUDING WEEPS, BRICK TIES, AND PROPER DRAINAGE ELEMENTS E5 A513 FLEXIBLE FLASHING UP AND OVER PREFINISHED METAL COUNTER FLASHING WITH DRIP EL. 108' - 9" B.O. STEEL/ BOTTOM OF DECK OUTSIDE BEAM TO OUTSIDE BEAM 1'-8 1/2" 1'-0" ACM PANEL SYSTEM, COLOR TO MATCH CLEAR ANODIZED STOREFRONT SYSTEM C4 A513 FLUID APPLIED AIR BARRIER OVER GLASSMAT SHEATHING LAP VAPOR BARRIER OVER FLUID APPLIED AIR BARRIER PREFINISHED METAL COUNTER FLASHING WITH DRIP LAP NEW FLUID APPLIED AIR BARRIER OVER EXISTING WEATHER BARRIER WITH CHEMICALLY NEUTRAL TRANSITION SLOPE RIGID TAPERED INSULATION ACM PANEL SYSTEM, COLOR TO MATCH CLEAR ANODIZED STOREFRONT SYSTEM SIM. EL. 109' - 8 1/2" B.O. STEEL LEDGER, COORDINATE WITH BRICK COURSING 12 K 1'-5" 1'-0 1/2" 8" 2'-3 1/2" AL I G N ACM PANEL SYSTEM RIGID INSULATION, SEE WALL TYPES AIR BARRIER OVER GLASS MAT SHEATHING BATT INSULATION, SEE WALL TYPES EXISTING STRUCTURAL COLUMN, RE: STRUCTURAL EXISTING EXTERIOR WALL EXISTING INTERIOR WALL ESA4A513A3 3/4" OPEN JOINT SimB3 A513 E5 A513 LINE OF CANOPY ABOVE FULLY RECESSED ADA ACTUATOR FULLY RECESSED KNOX BOX ABOVE K ACM PANEL SYSTEM RIGID INSULATION, SEE WALL TYPES AIR BARRIER OVER GLASS MAT SHEATHING 3 5/8" STUD FRAMING ROOF DRAIN. RE: PLUMBING EXISTING EXTERIOR WALL COW TONGUE DOWNSPOUT 1'-5" 1'-1" R-21 BATT INSULATION AIR BARRIER OVER GLASS MAT SHEATHING STRUCTURAL COLUMN RE: STUCTURAL BATT INSULATION, SEE WALL TYPES E5 A513 1'-5 3/4" SB4 LINE OF CANOPY ABOVE ACM PANEL JOINT ACM PANEL 17'-1" 1'-1" 9'-6" 1'-0" A5 A513 C5 A513 C6 A513ACM PANEL SYSTEM FACIA 1-U.21-U.1 ACM PANEL JOINT ACM PANEL SYSTEM EXISTING BRICK COLUMN FULLY RECESSED ADA ACTUATOR 3'-0" FULLY RECESSED KNOX BOX 4'-6" 3'-4" KNOX BOX 3/4". ACM PANEL SYSTEM MASONRY WALL, RE: STRUCTURAL FLUID APPLIED AIR & MOISTURE BARRIER 4" MINERAL WOOL BATT INSULATION VERTICAL GIRT AND CLIP SYSTEM 4 1/2"2 1/4" 1" X 1" X 1/8" X 3/4" LONG EXTRUSION (CORNER CLIP) CORNER BRACE ATTACHED TO VERTICAL AND HORIZONTAL ALUMINUM EXTRUSION SHIM AS REQUIRED FASTENER: EXPOSED SCREWS TO BE (S.B.A.) [STAINLESS STEEL OR PAINTED TO MATCH ALUMINUM EXTRUSION] LIGHT GAGE "Z" FRAMING (1 1/2" x 1" x 1 1/4") [SEE WALL TYPES] ALUMINUM EXTRUSION WITH 1/8" WEEP HOLES TRIMMED AT VERTICAL ALUMINUM EXTRUSION COLOR TO BE (S.B.A.) *BOTH VERTICAL AND HORIZONTAL ALUMINUM EXTRUSIONS MUST BE STRUCTURALLY ATTACHED TO THE WALL. METAL PANEL COLOR TO BE (S.B.A.) 3/4". WATERTIGHT FULLY WELDED GUTTER COLLECTION BOX 2" DRAIN PIPE, WELDED TO BOTTOM OF COLLECTION F U L L L E N G T H 3". SLOPESLOPE SL O P E SL O P E WATERTIGHT FULLY WELDED GUTTER COLLECTION BOX 2" DRAIN PIPE, WELDED AND PLAN VIEW AXONOMETRIC VIEW SECTION VIEW 2" DRAIN PIPE, WELDED AND WATERTIGHT FULLY WELDED GUTTER COLLECTION BOX PROVIDE DEBRIS SCREEN AT TOP OF PIPE DEBRIS SCREEN 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A513 Entrance Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/4" = 1'-0"E5 CANOPY SECTION 3" = 1'-0"C5 CANOPY SECTION 3" = 1'-0"C6 CANOPY SECTION 1 1/2" = 1'-0"A5 EAST WING SOUTH VESTIBULE SHROUD DETAIL 1 1/2" = 1'-0"D3 SOUTHEAST VESTIBULE SHROUD PLAN DETAIL - EAST 1 1/2" = 1'-0"D1 SOUTHEAST VESTIBULE SHROUD PLAN DETAIL - WEST 1/4" = 1'-0"A1 EAST VESTIBULE 1/4" = 1'-0"A2 EAST WING SOUTH VESTIBULE ELEVATION-2 1/4" = 1'-0"A3 WEST VESTIBULE 1 1/2" = 1'-0"B3 ACM MASONRY WALL 6" = 1'-0"C4 ACM METAL PANEL VERTICAL JOINT B1 EXTERIOR CANOPY 3D REFERENCE VIEW 3" = 1'-0"A4 GUTTER COLLECTOR BOX DETAIL REVEAL 3/4"REVEAL 3/ 8 " FINISHED PLYWOOD PANEL BEYOND PER LIGHT FIXTURE REQ. 3/4" PLYWOOD PANEL, WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE LED INTERGRATED, TRIMLESS LIGHT, RE: ELECTRICAL, LIGHT TO BE ACCESSIBLE FOR OCCASSIONAL MAINTENANCE; RE: ELECTRICAL PLANS REVEAL 3/4" RE V EA L 3/ 8 " FINISHED PLYWOOD PANEL BEYOND 3/4" PLYWOOD PANEL, WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE MANUAL ROLLER SHADE SYSTEM,(RS-01) RE: FINISH SCHEDULE. BREAK AT VERT. WINDOW MULLION. FASTEN PER MANUF. SPEC'S SNAPLOC FRONT FASCIA COVER: ARCH. TO SELECT FINISH COLOR FROM MANUF. STANDARD COLORS. ALIGN ANGLE BRACKET, AS REQ. BY MANUFACTURER CEILING (WHERE OCCURS), RE: RCP RS-01, RE: FINISH SCHEDULE AL I G N EXISTING WALL, TYPE VARIES EXISTING WINDOW, HEIGHTS VARY, RE: EXTERIOR ELEVATIONS FOR ROUGH DIMENSIONS, CONTRACTOR TO FEILD VERIFY ALL WINDOW DIMENSIONS FOR INSTALL VARIES PREP EXISTING CONCRETE FOR PAINT, SEE FINISH SCHEDULE. CLEAN AND REMOVE DEBRIS, PREP FOR PAINT.3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A514 Ceiling Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3" = 1'-0"E1 INTEGRATED LIGHT AT WOOD CEILING 3" = 1'-0"E2 WOOD CEILING REVEAL 3" = 1'-0"E3 MANUAL ROLLER SHADE AT INTERIOR STOREFRONT 3" = 1'-0"E4 MANUAL DUAL ROLLER SHADE 1 1/2" = 1'-0"E5 EXISTING CONCRETE & UNISTRUT DETAIL GYP. VALANCE WALL ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT CL PAINT EXPOSED CONCRETE WAFFLE SLAB, SEE FINISH SCHEDULE AL I G N STRUCTURAL WAFFLE SLAB BEAM MECHANICAL DUCT AS OCCURS, SEE MECHANICAL. GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT PAINT EXPOSED CONCRETE WAFFLE SLAB, SEE FINISH SCHEDULE AL I G N T O E D G E 6" 2" 5/8" GYP BD (PAINTED) ON 3-5/8" METAL STUD FRAMING, TYP. SCHED. CEILING - SEE RCP FOR HEIGHT SCHED. CEILING TILE - SEE RCP FOR HEIGHT 3-5/8" METAL STUD BRACING @ 16" O.C. SHADOW MOLDING REVEAL BY MFR. 6" GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT 4"BREAK METAL TRIM, PAINTED BLACK 2" 2" 3/8" REVEAL 3/4" 3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE, FINISHED AT ALL EXPOSED EDGES GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE BREAK METAL TRIM, PAINTED BLACK CLOUD TRIM, BY MANUFACTURER 2"FOR CEILING HEIGHT RE: RCP 4" 3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE, FINISHED AT ALL EXPOSED EDGES REVEAL 3/4" 3/8" GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING TILE - SEE RCP FOR HEIGHT SHADOW MOLDING REVEAL BY MFR., BOTH SIDES 6" SCHED. CEILING TILE - SEE RCP FOR HEIGHT 6" GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT CL AL I G N STRUCTURAL WAFFLE SLAB BEAM 6" SCHED. CEILING - SEE RCP FOR HEIGHT 2"4" GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT CL AL I G N STRUCTURAL WAFFLE SLAB BEAM SCHED. CEILING - SEE RCP FOR HEIGHT GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT CL PAINT EXPOSED CONCRETE WAFFLE SLAB, SEE FINISH SCHEDULE AL I G N STRUCTURAL WAFFLE SLAB BEAM 6" 2" GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE WALL AS SCHEDULED SCHED. CEILING - SEE RCP FOR HEIGHT 6" BREAK METAL TRIM, PAINTED BLACK 4" 2"3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE, FINISHED AT ALL EXPOSED EDGES REVEAL 3/4" 3/8" GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE CL STRUCTURAL WAFFLE SLAB BEAM REVEAL 1/2" 6" 3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE, ALL JOINTS TO BE MITERED PAINTED GYP, PNT-02a, RE: FINISH SCHEDULE WOOD WRAP CONTINUES BEYOND, RE: PLAN VIEW RE: RCP FOR CEILING HEIGHT RE: RCP GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT SHADOW MOLDING REVEAL BY MFR. SCHED. CEILING - SEE RCP FOR HEIGHT 6" VARIES VARIES GYP. FRAMED HEADER (FLUSH) ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT SCHED. CEILING TILE - SEE RCP FOR HEIGHT SHADOW MOLDING REVEAL BY MFR., BOTH SIDES 6" 6" STUD GYP. FRAMED HEADER (FLUSH) ATTACHED TO STRUCTURE ABOVE SCHED. CEILING TILE - SEE RCP FOR HEIGHT SHADOW MOLDING REVEAL BY MFR., BOTH SIDES 6" SCHED. CEILING TILE - SEE RCP FOR HEIGHT GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT CL AL I G N STRUCTURAL WAFFLE SLAB BEAM 6" 2"4" 12 GA. HANGER SEE SPECIFICATION 1 1/2" C.R. CHANNEL @ 48" O.C. 5/8" TYPE 'X' GYP BD 3/4" FURRING CHANNELS @ 24" O.C. x ;1 2'-0 " (M A X .) x ;6 '-0 " M A X . FIRST LINE OF BRACING 6'-0" OR LESS FROM WALL BOUNDARY CEILING SUSPENSION SYSTEM WALL SPLAY WIRE COMPRESSION POST NOTE: AREAS SMALLER THAN 144 SQ. FT. & WITH WALLS ON FOUR SIDES EXTENDING TO THE STRUCTURE NEED NOT BE BRACED. BOUNDARY WALLS MUST BE BRACED TOP & BOTTOM INDEPENDENT OF CEILING TO QUALIFY. x ; 1 2 ' - 0 " ( M A X . ) GYP. VALANCE WALL (FLAT FRAMED) ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT CL CL PAINT EXPOSED CONCRETE WAFFLE SLAB, SEE FINISH SCHEDULE AL I G N LINE OF GYP. BD HEADER BEYOND STRUCTURAL WAFFLE SLAB BEAM MECHANICAL EQUIPMENT, RE: MECHANICAL AL I G N GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE REVEAL 1/2"3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE, ALL JOINTS TO BE MITERED REVEAL 1/2" PAINTED GYP, PNT-02a, RE: FINISH SCHEDULE WOOD WRAP CONTINUES BEYOND, RE: PLAN VIEW FOR CEILING HEIGHTS RE: RCP RE: RCP GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT REVEAL 1/2" WOOD WRAP: 3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE, ALL JOINTS TO BE MITERED REVEAL 1/2" PAINTED GYP, PNT-02a, RE: FINISH SCHEDULE WOOD WRAP CONTINUES BEYOND, RE: PLAN VIEW PAINTED EXPOSED EXISTING STRUCTURAL WAFFLE SLAB ATTACH WITH COLOR MATCHED FACE FASTENERS 7/8" HAT CHANNEL / 1X FURRING STRIP EQ.EQ. ELEVATION 13'-6 1/2" A.F.F. 2 1/2" STANDARD ACOUSTICAL PANEL MODUAL (APPROX 24"X24") WHERE WAFFLE SLAB SIZE VARIES MODIFY ACOUSTICAL PANEL TO FIT AS SHOWN EXPOSED SPRINKLER PIPING HELD DIRECTLY AGAINST CONCRETE FLANGE, PREP AND PAINT ALL EXPOSED SPRINKLER PIPE AND ATTACHMENTS, WHERE OCCURS EXISTING STRUCTURAL WAFFLE SLAB ACOUSTICAL PANELS SUSPENSION TEE SUSPENSION WIRE POKE THROUGH FLOOR BOX. RE: ELECTRICAL. PAINTED ALL EXPOSED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL CL AL I G N STRUCTURAL WAFFLE SLAB BEAM 1 1/2"1 1/2" PAINTED EXPOSED EXISTING STRUCTURAL WAFFLE SLAB ACOUSTICAL PANEL HELD TIGHT TO J-BOX FACE FASTEN ACOUSTICAL PANEL ON CLIP /STUD PENDANT LIGHT FIXTURE, COORDINATE J-BOX TO BE CENTERED IN WAFFLE SLAB RE: ELECTRICAL. PAINTED ELECTRICAL CONDUIT. ATTACH AND HOLD TIGHT TO CONCRETE WEB/FLANGE. RE: ELECTRICAL CL AL I G N STRUCTURAL WAFFLE SLAB BEAM CL STRUCTURAL WAFFLE SLAB EQ.EQ. J-BOX COORDINATE WITH ELECTRICAL GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE BREAK METAL TRIM, PAINTED BLACK CLOUD TRIM, BY MANUFACTURER 2"FOR CEILING HEIGHTS RE: RCP 4" 3" 3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE, ALL JOINTS TO BE MITERED REVEAL 1/2" PAINTED GYP, PNT-02a, RE: FINISH SCHEDULE WOOD WRAP CONTINUES BEYOND, RE: PLAN VIEW GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE BREAK METAL TRIM, PAINTED BLACK CLOUD TRIM, BY MANUFACTURER, WHITE 4" GYP WALL, RE: ELEVATIONS FOR FINISH 2" 2" 8 1/2" 8 1/2" 2" GYP. BOARD, PAINTED PNT-02a, SEE FINISH SCHEDULE. SCHED. CEILING - SEE RCP FOR HEIGHT EDGE OF DECORATIVE CEILING BEYOND 1'-0" GYP. BOARD AT REVEAL, PAINTED PNT-04, SEE FINISH SCHEDULE. WOOD PANEL WRAP, EDGE AT REVEAL TO MATCH ANGLE, WOOD FINISHED AT ALL EXPOSED EGES GYP. BOARD, PAINTED PNT-02a, SEE FINISH SCHEDULE. SCHED. CEILING - SEE RCP FOR HEIGHT EDGE OF DECORATIVE CEILING BEYOND GYP. BOARD AT REAVEAL, PAINTED PNT-04, SEE FINISH SCHEDULE. 2" 1'-0" WOOD PANEL WRAP, ALIGN WITH EDGE OF REVEAL, WOOD FINISHED AT ALL EXPOSED EDGES GYP. FRAMED HEADER ATTACHED TO STRUCTURE ABOVE SCHED. CEILING - SEE RCP FOR HEIGHT AL I G N T O E D G E PAINT EXPOSED CONCRETE WAFFLE SLAB, SEE FINISH SCHEDULE SCHED. CEILING TILE - SEE RCP FOR HEIGHT WALL AS SCHEDULED, RE: PLAN VIEW INTERGRATED PICTURE RAIL TRACK, MFGR: AS HANGING DIPSLAY SYSTEMS, DROP CEILING TRACK #A1080HF, WHITE FINISH, RE: RCP FOR TRACK EXTENTS ANGLE BRACKET, AS REQ. BY MANUFACTURER CEILING (WHERE OCCURS), RE: RCP RS-01, RE: FINISH SCHEDULE AL I G N EXISTING WALL, TYPE VARIES EXISTING WINDOW, HEIGHTS VARY, RE: EXTERIOR ELEVATIONS FOR ROUGH DIMENSIONS, CONTRACTOR TO FEILD VERIFY ALL WINDOW DIMENSIONS FOR INSTALL VARIES 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A515 Ceiling Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/4" = 1'-0"C5 Gyp. Framed Header @ Waffle Slab 2 3/4" = 1'-0"E4 Gyp. Framed Header @ Waffle Slab 7 1 1/2" = 1'-0"B5 Gyp to ACT 3 3/4" = 1'-0"A4 Gyp. Framed Header @ Waffle Slab 6 3/4" = 1'-0"C4 Gyp. Framed Header @ Waffle Slab 5 1 1/2" = 1'-0"C6 Gyp. Framed Header @ ACT Both Sides 3/4" = 1'-0"D4 Gyp. Framed Header @ Waffle Slab 3 3/4" = 1'-0"D5 Gyp. Framed Header @ Waffle Slab 8 3/4" = 1'-0"E5 Gyp. Framed Header @ Waffle Slab 1 3/4" = 1'-0"A3 Gyp. Framed Header @ Waffle Slab 10 3/4" = 1'-0"B4 Gyp. Framed Header @ Waffle Slab 9 1 1/2" = 1'-0"D6 Gyp. Framed Header @ ACT and Gyp. Bd. 1 1/2" = 1'-0"A5 Flush Gyp. @ ACT 1 1/2" = 1'-0"E6 Flush Gyp. Framed Header @ ACT Both Sides 3/4" = 1'-0"B3 Gyp. Framed Header @ Waffle Slab 4 1 1/2" = 1'-0"A6 Suspended Ceiling Channel Detail 1 1/2" = 1'-0"B6 Typical Suspended Ceiling Layout 3/4" = 1'-0"C3 MEP Ceiling Bridge Detail 3/4" = 1'-0"D3 Gyp. Framed Header @ Waffle Slab 11 3/4" = 1'-0"E3 Gyp. Framed Header @ Waffle Slab 12 3/4" = 1'-0"E2 Waffle Slab Baffle Detail 3/4" = 1'-0"D2 Waffle Slab Baffle Detail @ Floor Box 3/4" = 1'-0"E1 Waffle Slab Baffle Detail at Pendant Light 3/4" = 1'-0"D1 Gyp. Framed Header @ Waffle Slab 13 3/4" = 1'-0"A2 Gyp. Framed Header @ Waffle Slab 14 1 1/2" = 1'-0"C1 Angled Decorative Ceiling Reveal Detail 1 1/2" = 1'-0"C2 Straight Decorative Ceiling Slice Detail 3/4" = 1'-0"B2 Gyp. Framed Header @ Waffle Slab 15 1 1/2" = 1'-0"B1 INTERGRATED CEILING PICTURE RAIL 3" = 1'-0"A1 TYPICAL ROLLER SHADE DETAIL @ EXTERIOR WINDOWS FBP N 2"19'-8"2" C4 A515 TYP A4 A515 9' - 2"D2 C4 A515 TYP 26.01 TYP.6 2" 12'-11 1/4" 2" TYP 4" E1 A514 TYP E2 A514 TYP 26.01 57 5/8" 36 1/2" 6 1/4" 54" 3/4" 3/4" 17 1/2" 3 3/4" 6 1/4" 3 3/4" 64" 3 3/4" 41 5/8" E2 A514 TYP 3/4" 17 1/2" 3 3/4" 59 1/2"3 3/4"64 3/4"3 3/4"59 1/2" 3 3/4" 18 1/4"3/4" 12 K 1'-0 1/4" 6'-0 3/4" 1'-4 1/2" 6'-0 3/4" 1'-4 1/4"1'-1" 1' - 5" 11 3/4" 2' - 11 1/2" 5' - 5" 16'-1 1/4" 3/4" TYP. C4 A513 C4 A513 ALIGN EXISTING EXTERIOR BRICK COLUMN 98 F D3 A515 3'-0" AL I G N 3'-0" 10'-8 1/2" 13'-8 1/2" 8 3/4" AL I G N 3/4"15'-4 3/4"2"10"2"5'-4 3/4" 8 3/4" 22'-8" D1 9' - 0" TYP. B1 10' - 0" A1 10' - 0" E3 A515 D3 A515 C2 A515 C2 A515 8 3/4" 8 3/4"1110 B4 A515 D3 A515 3' - 0" 5' - 1" D1 9' - 0" 13'-0 1/2" 28' - 3 3/4"6" ALIGN 1'-11 1/4" 8 1/2" 10" 9'-6 3/4" 2 " 2 " 2 " 3'-7 1/2"1'-7"1'-10 1/4"21'-3" C1 A515 C2 A515 3 3/4"22'-0"11" 1312 F 2' - 9 3/4"9' - 4" 2'-6" 2" 1'-9 1/2" 2" 6 1/2" 2" 9'-1" 2'-6 1/2"2" 6 1/2" 2" 4'-11 1/2" ALIGN 22'-9 1/2" 11' - 6 3/4" 23' - 8 1/2" 1' - 1 1/4" 7'-7 3/4" 8 3/4" 14'-5" 22'-9 1/2" D3 A515 TYP. B4 A515 TYP. D1 9' - 0" B1 10' - 0" C1 A515 C1 A515 C2 A515 MIR 1211 B 2'-2" 3'-1 1/2" 2" 6 1/2" 2" 7'-0 1/4" D1 9' - 0" D1 9' - 0" 7'-10" 2" 2'-0 1/4" 6'-1 1/2" 2" 6 1/2" 2" 1'-10" 2" 4'-6" 6'-10 3/4" 6'-7 1/4" 10'-0 1/4" 23'-6" 1'-4" 1'-1 1/4" 4'-10 3/4" 10 3/4" 11'-0 1/4" 6" 6" ALIGN B4 A515 D3 A515 TYP. TYP. C1 A515 C2 A515 C2 A515 C1 A515 98 F D3 A515 4'-2 1/4" 2" 3'-1 1/2" 2" 6 1/2" 2" 7'-7" 2' - 2 3/4" 2' - 5 3/4" 8'-6 1/2"22'-0"11 3/4"2" 3'-10"2"13'-0 3/4" D3 A515 C4 A515 TYP AL I G N 15' - 11 1/4" 48'-9" AL I G N D1 9' - 0" D1 9' - 0" B1 10' - 0" ALIGN A1 10' - 0" A1 10' - 0" D6 A515 C1 A515 C2 A515 C2 A515 C2 A515 2"11'-0 3/4"3'-2 1/4" 12 F D3 A515 2'-6"2" 1'-3 1/2" 2" 6 1/2" 2" 8'-11 1/2" 3'-3 1/4"7'-9" 5'-0 1/4" 8'-9 1/4" ALIGN ALIGN D1 9' - 0" D3 A515 D3 A515 D3 A515 C1 A515 C2 A515 A5 A515 TYP 3'-7 1/2"1'-11 1/4" TYP. 0' - 11 1/8" TYP. 1' - 0" 5'-11 1/2" TYP. 1' - 9 13/16" TYP. 1' - 10 11/16" 3'-8 1/2" 2'-0 1/4" 6'-1 1/2" B1 10' - 0" CL CL3'-0 3/4" 3'-0 3/4" 2'-11 3/4"2'-11 3/4" 4 D1 A515 TYP 5'-7 3/4"5'-7 3/4" 9'-7 1/4" 2" 2" 2"2" D1 9' - 0" 2'-9" 1'-4" 5'-6 1/4" 6 1/2" 2" 2" 2" C1 A515 C2 A515 M 4 C4 A515 TYP 21' - 10 3/4"7' - 5 3/4"1' - 6" 1'-6" 1'-2 3/4" 19'-0 3/4" AL I G N D1 9' - 0" C4 A515 TYP C4 A515 TYP 370 1/2" 261 1/4" A5 A515 TYP 4'-5 1/2"2'-10 3/4" 7'-9" 4'-5 1/2" 2'-10 3/4" 7'-9" TYP. EQ TYP. EQ TYP. EQ TYP. EQ B1 10' - 0" CL CL 3'-10 1/2" 3'-10 1/2" 3'-10 1/2"3'-10 1/2" EQ EQ EQ EQ CENTER ALIGN LIGHTING WITHIN WAFFLE SLAB, TYP. EQ EQ CENTER ALIGN CONDUIT ON CONCRETE WAFFLE SLAB WEB/FLANGES, TYP. 1 " T Y P .ACOUSTICAL PANELS WITH 1" RADIUS CORNERS, TYP. SEE FINISH SCHEDULE. 11 D D1 9' - 0" A1 10' - 0" E3 A515 D3 A5152'-5 3/4" 1'-0 3/4" 2' - 9 1/2"8 1/2"5' - 8 3/4" 20' - 11 1/4"11' - 3 3/4" 2"2"2" C1 A515 C2 A515 2 1/2" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A516 Enlarged RCP Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/4" = 1'-0"A4 CIRCULATION RECEPTION 110 - ENLARGED RCP 1/4" = 1'-0"E2 VESTIBULE 1-U - ENLARGED RCP 1/4" = 1'-0"A3 HALL 1-R - ENLARGED RCP 1/4" = 1'-0"A1 TUTORING ADMIN OPEN AREA 160 - ENLARGED RCP 1/4" = 1'-0"B5 MATH LAB RECEPTIONIST 175 / I.T. HELP DESK 176 - ENLARGED RCP 1/4" = 1'-0"B4 HALL 1-Y - ENLARGED RCP 1/4" = 1'-0"D4 STUDY SKILLS 252 / HALL 2-Q - ENLARGED RCP 1/4" = 1'-0"D3 RECEPTION 270A - ENLARGED RCP 1/4" = 1'-0"D2 OPEN STUDY 342 "PINWHEEL" - ENLARGED RCP 1/4" = 1'-0"D1 OPEN STUDY 383 - ENLARGED RCP 1/4" = 1'-0"B2 HALL 2-K - ENLARGED RCP 1/4" = 1'-0"B1 OPEN STUDY 220 "PINWHEEL" - ENLARGED RCP 1/4" = 1'-0"E1 TYPICAL RCP COORDINATION VIEW 1/4" = 1'-0"C1 OPEN TUTORING 254 - ENLARGED RCP KEYED NOTES 26.01 LIGHT FIXTURE, RE: ELECT. 5/8" GYP. BOARD, SEE FINISH SCHEDULE WALL AS SCHEDULED HOLLOW METAL FRAME DOOR AS SCHEDULED CONT. SEALANT BOTH SIDES, TYP. 5/8" GYP. BOARD, SEE FINISH SCHEDULE WALL AS SCHEDULED HOLLOW METAL FRAME DOOR AS SCHEDULED CONT. SEALANT BOTH SIDES, TYP. SIDE LIGHT OR SCHEDULED WINDOW METAL STUDS HOLLOW METAL FRAME. CONT. SEALANT BOTH SIDES TYP. WALL TYPE AS SCHEDULED FRAME ANCHOR, RE: SPECIFICATION ALUMINUM FRAME. PER DOOR SCHEDULE DOOR AS SCHEDULED SEALANT, EACH SIDE PUSH SIDEPULL SIDE PULL SIDEPUSH SIDE SCHEDULED DOOR STOREFRONT SYSTEM SCHEDULED GLAZING 2 1/2" WALL TYPE AS SCHEDULED ALUMINUM FRAME. PER DOOR SCHEDULE DOOR AS SCHEDULED SEALANT, EACH SIDE SCHEDULED GLAZING 2 1/2" PUSH SIDE PULL SIDE SCHEDULED DOOR STOREFRONT SYSTEM SIDE LIGHT OR SCHEDULED WINDOW METAL STUDS HOLLOW METAL FRAME CONT. SEALANT BOTH SIDES TYP. DOOR AS SCHEDULED, HINGE SIDE STOREFRONT SYSTEM SHIM BACKER ROD & SEALANT, EACH SIDE WALL AS SCHEDULED STOREFRONT, SEE WINDOW TYPES DOOR AS SCHEDULED, HINGE SIDE STOREFRONT SYSTEM SHIM BACKER ROD & SEALANT, EACH SIDE WALL AS SCHEDULED 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A541 Door Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DOORS 1 ALL HOLLOW METAL FRAMES AND DOORS ARE TO BE PAINTED IF NOT NOTED OTHERWISE MATCH ADJACENT WALL FINISH 2 ALL INTERIOR HOLLOW METAL FRAME WIDTHS ARE TO MATCH WALL WIDTHS; COORDINATE WITH VERTICAL ASSEMBLY TYPES 3 WOOD GRAIN DIRECTION TO BE VERTICAL, UNLESS NOTED OTHERWISE 4 FINISH OF HOLLOW METAL FRAMES TO MATCH ADJACENT IF NOT NOTED OTHERWISE 5 IF COLOR TRANSITIONS OCCUR, THEY ARE TO OCCUR AT INSIDE OF FRAME STOP 6 DOORS SERVING SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE. SEE DOOR HARDWARE SPECIFICATIONS 3" = 1'-0"D5 HM DOOR JAMB AT GYP WALL DETAIL 3" = 1'-0"E5 HM DOOR HEAD AT METAL FRAMING DETAIL 3" = 1'-0"C5 HM DOOR JAMB AT GYP WALL SIDELITE 3" = 1'-0"E4 STOREFRONT DOOR HEAD AT GYP WALL - INT 3" = 1'-0"D4 STOREFRONT DOOR HEAD - INT 3" = 1'-0"C4 STOREFRONT DOOR JAMB AT GYP WALL - INT 3" = 1'-0"B4 STOREFRONT DOOR JAMB AT SIDELITE - INT 3" = 1'-0"A4 STOREFRONT DOOR JAMB AT SIDELITE - INT 3" = 1'-0"B5 STOREFRONT DOOR JAMB AT STEEL STUD 3" = 1'-0"A5 STOREFRONT DOOR JAMB AT STEEL STUD EXISTING STOREFRONT GLAZING WALL AS SCHEDULED SNAP COVER TO CONCEAL FASTENERS EXTRUDED ALUMINUM TO MATCH EXISTING WINDOW SYSTEM FRAMING PROVIDE THE "MULL IT OVER 60 WIDE"WALL TO WINDOW TERMINATION SYSTEM MATCH EXISTING STOREFRONT MULLION DEPTH COMPRESSIBLE GASKET EXISTING STOREFRONT GLAZING WALL AS SCHEDULED SNAP COVER TO CONCEAL FASTENERS EXTRUDED ALUMINUM TO MATCH EXISTING WINDOW SYSTEM FRAMING COMPRESSIBLE GASKET MATCH EXISTING STOREFRONT MULLION DEPTH EXISTING MULLION PROVIDE THE "MULL IT OVER 60 CLASSIC"WALL TO WINDOW TERMINATION SYSTEM STOREFRONT, SEE WINDOW TYPES SEALANT BOTH SIDES TYP. EXISTING COLUMN SHIM CLOSED CELL BACKER ROD & SEALANT BEHIND WINDOW WEEPS STOREFRONT, SEE WINDOW TYPES EXISTING CONCRETE SLAB, RE: STRUCTURAL SHIM AS NEEDED 1'-0" 4" STOREFRONT, SEE WINDOW TYPES 3 5/8" STUD FRAMING BOOK DROP ASSEMBLY CUSTOM BACK COVER PLATE 1/4" THICK CLEAR ANODIZED ALUMINUM BACK PANEL TO MATCH STOREFRONT, COORDINATE WITH BOOK DROP ASSEMBLY, EDGES OF COVER PLATE TO ALIGNT WITH EDGES OF STOREFRONT FRAMING STOREFRONT, SEE WINDOW TYPES BATT INSULATION TAMPER-PROOF COLOR MATCHED FASTENERS EXISTING WALL EXISTING STOREFRONT SYSTEM EXISTING WALL WALL AS SCHEDULED ACOUSTIC CEILING AS SCHEDULED TERMINATE SPRAY INSULATION AT EDGE ADHERE GYP BD TO EXISTING WALL TERMINATE SPRAY INSULATION AT EDGE BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED CLEAR SEALANT CLEAR SEALANT 1/2" OVERHANG SPRAY INSULATION AS SCHEDULED WINDOW SILL, TYP. SEE FINISH SCHEDULE EXTEND SPRAY/BATT INSULATION TO B.O. WAFFLE SLAB EXISTING WALL WALL AS SCHEDULED TERMINATE SPRAY INSULATION AT EDGE ADHERE GYP BD TO EXISTING WALL CLEAR SEALANT 1/2" OVERHANG SPRAY INSULATION AS SCHEDULED PROVIDE WINDOW SILL AT ALL EXTERIOR GLAZING, TYP. SEE FINISH SCHEDULE 10" V.I.F. EXISTING WALL WALL AS SCHEDULED TERMINATE SPRAY INSULATION AT EDGE ADHERE GYP BD TO EXISTING WALL CLEAR SEALANT 1/2" OVERHANG PROVIDE WINDOW SILL AT ALL EXTERIOR GLAZING, TYP. SEE FINISH SCHEDULE 16" V.I.F. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A551 Exterior Glazing Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1 1/2" = 1'-0"E6 WALL CONNECTION @ GLASS DETAIL 1 1/2" = 1'-0"E5 WALL CONNECTION @ MULLION DETAIL 3" = 1'-0"E4 EXTERIOR STOREFRONT JAMB @ COLUMN 3" = 1'-0"D4 TYP. EXTERIOR STOREFRONT SILL 1 1/2" = 1'-0"D6 Book Drop Section Detail 3/4" = 1'-0"D5 TYP. EXT. STOREFRONT HEAD AND SILL GB WRAP DETAIL 1 1/2" = 1'-0"C6 WINDOW SILL DETAIL A 1 1/2" = 1'-0"C5 WINDOW SILL DETAIL B BUTT JOINT WITH STRUCTURAL SILICONE, TYP SCHEDULED GLAZING STOREFRONT, SEE WINDOW TYPES SEALANT BOTH SIDES TYP. EXISTING CONCRETE WALL SHIM SEALANT (ALL AROUND FRAME) SHIM STOREFRONT, SEE WINDOW TYPES WALL AS SCHEDULED FILL WITH SPRAY FOAM OR BATT INSULATION 5/8" GYP BOARD STOREFRONT CORNER MULLION SEALANT (ALL AROUND FRAME) SHIM STOREFRONT, SEE WINDOW TYPES WALL AS SCHEDULED INSULATION AS SCHEDULED, SEE WALL TYPES 5/8" GYP BOARD SEALANT (ALL AROUND FRAME) SHIM STOREFRONT, SEE WINDOW TYPES WALL AS SCHEDULED FILL WITH SPRAY FOAM OR BATT INSULATION 5/8" GYP BOARD HEADER, RE: STRUCTURAL STOREFRONT, SEE WINDOW TYPES STOREFRONT CORNER MULLION SEALANT (ALL AROUND FRAME) SHIM STOREFRONT, SEE WINDOW TYPES WALL AS SCHEDULED FILL WITH SPRAY FOAM OR BATT INSULATION 5/8" GYP BOARD CLOSED CELL BACKER ROD & SEALANT BEHIND WINDOW WEEPS STOREFRONT, SEE WINDOW TYPES EXISTING CONCRETE SLAB, RE: STRUCTURAL SHIM AS NEEDED STOREFRONT, SEE WINDOW TYPES SEALANT BOTH SIDES TYP. EXISTING COLUMN SHIM EXISTING COLUMN WRAP SEALANT (ALL AROUND FRAME) SHIM STOREFRONT, SEE WINDOW TYPES WALL AS SCHEDULED FILL WITH SPRAY FOAM OR BATT INSULATION 5/8" GYP BOARD SEALANT (ALL AROUND FRAME) SHIM STOREFRONT, SEE WINDOW TYPES WALL AS SCHEDULED FILL WITH SPRAY FOAM OR BATT INSULATION 5/8" GYP BOARD WALL TYPE AS SCHEDULED ALUMINUM FRAME. PER DOOR SCHEDULE GLAZING AS SCHEDULED SEALANT, EACH SIDETYPICAL STUDY ROOM PAINT AND FINISH ALL EXPOSED DRYWALL PAINT AND FINISH ALL DRYWALL SOFFIT 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A561 Interior Glazing Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3" = 1'-0"E6 TYP. INTERIOR FRAMELESS GLAZING BUTT JOINT 3" = 1'-0"E5 INT. STOREFRONT JAMB @ CONCRETE WALL 3" = 1'-0"D5 INT. STOREFRONT JAMB CORNER @ WALL 3" = 1'-0"A5 TYPICAL HALF WALL STOREFRONT SILL DETAIL 3" = 1'-0"C6 TYP. INTERIOR STOREFRONT HEAD 3" = 1'-0"D6 TYP. INTERIOR STOREFRONT JAMB CORNER 3" = 1'-0"B6 TYP. INTERIOR STOREFRONT JAMB 3" = 1'-0"A6 TYP. INTERIOR STOREFRONT SILL 3" = 1'-0"A4 INTERIOR STOREFRONT JAMB @ COLUMN 3" = 1'-0"B5 INTERIOR STOREFRONT JAMB @ WALL 3" = 1'-0"C5 INTERIOR STOREFRONT JAMB @ WALL END 3" = 1'-0"A2 STUDY ROOM HEADER DETAIL EXISTING CONCRETE FLOOR OVER DECK FLOORING AS SCHEDULED TRANSITION, TS-05, RE: FINISH SCHEDULE FLOORING AS SCHEDULED SCHEDULED DOOR, AS OCCURS. EXISTING CONCRETE FLOOR OVER DECK SCHEDULED FLOORING TRANSITION TS-04, RE: FINISH SCHEDULE CONCRETE FLOOR AS SCHEDULED SCHEDULED DOOR, AS OCCURS. TRANSITION TS-03, RE: FINISH SCHEDULE MORTOR BED SINGLE COMPONENT GROUT FINISH WALL MATERIAL; SEE ELEVATION FOR TYPE ALIGN GYP. FACE WALL, RE: FINISH FLOOR PLAN FOR FINISH. EXISTING CONCRETE FLOOR OVER DECK TRANSITION TS-01, RE: FINISH SCHEDULE MORTAR BED OVER CRACK ISOLATION SINGLE COMPONENT GROUT PORCELAIN FLOOR TILE, RE: FINISH PLANS SCHEDULED WALL FINISH, RE: FINISH PLANS + ELEVATIONS EXISTING CONCRETE FLOOR FLOORING AS SCHEDULED TRANSITION TS-02, RE: FINISH SCHEDULE SCHEDULED DOOR, AS OCCURS. MORTAR BED OVER CRACK ISOLATION SINGLE COMPONENT GROUT SCHEDULED FLOOR TILE, RE: FINISH PLANS SCHEDULED. WALL TILE, RE: FINISH PLAN + ELEVATIONS THINSET LATEX-PORTLAND CEMENT MORTAR BOND COAT WALL AS SCHED. SEE FLOOR PLAN FOR TYPE TRANSITION TS-03, RE: FINISH SCHEDULE SCHEDULED. WALL TILE, RE: FINISH PLAN + ELEVATIONS SINGLE COMPONENT GROUT BACKER BOARD TRANSITION STRIP,TS-03 ; RE: FINISH SCHEDULE SCHEDULED WALL TILE WALL, RE: ELEVATION FOR TYPE PAINTED GYP. SEE ELEVATION FOR FINISH WALL AS SCHEDULED, RE: PLAN VIEW 3/4"W X 5/8"D GYP REVEAL, BOD: FLANNER DWR 625-75, RUNS HORIZONTAL AND VERTICAL; RE: ELEVATION, PAINTED WITH WALL FINISH PAINTED GYP FINISH, RE: ELEVATIONS FOR TYPE WALL AS SCHEDULED, RE: PLAN VIEW 3/4" REGLET, FRY REGLET, MWU 7550, ANODIZED ALUMINUM PAINTED GYP FINISH, RE: ELEVATIONS FOR TYPE 4" MDF WALL BASE, SQUARE EDGE, PAINTED TO MATCH ADJACENT WALL, RE: ELEVATION FOR PAINT COLOR FINISHED FLOOR4 3/4" ELECTRIC FIREPLACE; RE: ACCESSORY SCHEDULE 4" BASE, WB-05; RE: FINISH SCHEDULE, MILLWORK U CHANNEL, BOD: FRY REGLET, MWU 7550, ANODIZED ALUMINUM 1'-9 3/4" 11 1/2" 1/8" KERF CUT REVEAL PLYWOOD SHEETS, FACE WITH WV-01; RE FINISH SCHEDULE 2" ALIGN 3/4" SOLID WOOD END PIECE, WD-1: RE FINISH SCHEDULE. TO MATCH ADJACENT WOOD VENEER WALL PANEL. MOUNTED TO WALL AS NEEDED, W/WOOD FILLER. PATCH TO MATCH WOOD. 1/8"X1/8" KERF CUT AT SOLID WOOD TO VENEER TRANSITION. WALL AS SCHEDULED; SEE PLAN FOR TYPE EXISTING STONE WALL WOOD FRAME, 3/4" PLYWOOD SUBSTRATE FACED WITH WV-01; RE: FINISH SCHEDULE, AT ALL EXPOSED EDGES, MITER ALL CORNERS WALL AS SCHEDULED, RE: PLAN VIEW FLUSH RE: ELEVATION STONE REVEAL 2 1/4" 3/4"W X 5/8"D GYP REVEAL, BOD: FLANNER DWR 625-75, RUNS HORIZONTAL AND VERTICAL; RE: ELEVATION, PAINTED WITH WALL FINISH EXISTING STONE WALL WOOD FRAME, 3/4" PLYWOOD SUBSTRATE FACED WITH WV-01; RE: FINISH SCHEDULE, AT ALL EXPOSED EDGES, MITER ALL CORNERS WALL AS SCHEDULED, RE: PLAN VIEW 2 1/4" 1/2" PLYWOOD PANEL WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE BLOCKING/FURRING AT DEMO'D BULLETIN BOARD RECESS FLUSH 3/4"W X 5/8"D GYP REVEAL, BOD: FLANNER DWR 625-75, RUNS HORIZONTAL AND VERTICAL; RE: ELEVATION, PAINTED WITH WALL FINISH WOOD FRAME, 3/4" PLYWOOD SUBSTRATE FACED WITH WV-01; RE: FINISH SCHEDULE, AT ALL EXPOSED EDGES, MITER ALL CORNERS EXISTING WALL 2 1/4" 1/2" PLYWOOD PANEL WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE BLOCKING/FURRING AT DEMO'D BULLETIN BOARD RECESS WALL AS SCHEDULED, RE: PLAN VIEW 3/4" REGLET, FRY REGLET, MWU 7550, ANODIZED ALUMINUM 3/4" PLYWOOD WITH VENEER FINISH, RE: ELEVATION FOR FINISH TYPE 4" MDF WALL BASE WB-07; RE: FINISH SCHEDULE FINISHED FLOOR4" 3/4" PLYWOOD WITH WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE 3/4" FRENCH CLEAT FROM PLYWOOD MATERIAL WALL AS SCHEDULED; RE: PLAN VIEW FRAMING TO ACCOMODATE RECESSED LIGHT POCKETS; RE: DETAIL ELEVATION VIEW GLASS PANEL, VARIES; RE: ELEVATION FOR FINISH TYPE BUTT JOINT, WOOD FINISHED AT ALL EXPOSED EDGES LED TAPE LIGHT WITH CHANNELESS LENS B3 A571 NOTE: PRIOR TO FABRICATING ALL PANELS, CONTRACTOR TO BUILD MOCK-UP IN PLACE TO REVIEW WITH ARCHITECT ON SITE TO ENSURE ADEQUATE LIGHT DIFFUSION A5;A571 + B3;A415 RE: ELEVATIONS FOR DIMENSIONS TYPC1 A571 REVEAL 3/4" REVEAL 3/8" GLASS PANEL VARIES, RE: ELEVATIONS FOR FINISH TYPE 2" FINISHED PLYWOOD PANEL BEYOND RE: ELEVATION FOR DIMS OPENING VARIES 2ND GYP LAYER INTERIOR OF POCKET TO BE PAINTED WHITE METAL Z-CLIP AT ALL SIDES OF GLASS TO FASTEN IN PLACE NOTE: PRIOR TO FABRICATING ALL PANELS, CONTRACTOR TO BUILD MOCK-UP IN PLACE TO REVIEW WITH ARCHITECT ON SITE TO ENSURE ADEQUATE LIGHT DIFFUSION RUBBER GASKET 3/4" PLYWOOD PANEL, WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE LED LIGHT, RE: ELECTRICAL, LIGHT TO BE ACCESSIBLE FOR OCCASSIONAL MAINTENANCE; RE: ELECTRICAL PLANS FRENCH CLEAT ATTACHMENT 4 3/4" 2' - 8" 3" 3" 4 3/4" 2' - 8" 4' - 1 1/2" 2' - 9 3/4" 3/4" 4' - 0" 3/4" 2' - 9 3/4" 4' - 5 1/4"5' - 8 1/2"4' - 5 1/4" 6' - 8" 5 1/2" 11 3/4" 5 1/2" 2' - 11 1/4"1' - 6" 3/4" 3"3" 1' - 6" 3/4" 6' - 8" 5 1/2" 4 3/4" 2' - 8" 3/4" 4' - 0" 3/4" 2' - 9 3/4" 4 3/4" 2' - 8" 4' - 1 1/2" 2' - 9 3/4" 2' - 0 3/4" 5 1/2" B3 A571 ______________ TYP. B3 A571 ______________ TYP. B3 A571 ______________ TYP. EXISTING CONCRETE FLOOR TS-06; RE: FINISH SCHEDULE SCHEDULED WOOD FLOOR SCHEDULED CARPET OPERABLE PARTITION DOOR AS SCHEDULED 4" CL DOOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A571 Interior Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3" = 1'-0"E2 Carpet to LVT 3" = 1'-0"E1 Carpet To Concrete 3" = 1'-0"E6 Edge Trim @ Outside Corner 3" = 1'-0"E5 Metal Cove Base- Tile to Tile 3" = 1'-0"D1 Tile To Carpet 3" = 1'-0"D2 Tile To Tile @ Outside Corner 3" = 1'-0"D3 TILE EDGE DETAIL 3" = 1'-0"D5 TYPICAL GYP REVEAL 3" = 1'-0"D6 RECESSED WOOD BASE REVEAL 1 1/2" = 1'-0"B6 RECESSED FIREPLACE AND WALL BASE SECTION 3" = 1'-0"C1 WOOD VENEER TO PAINTED GYP. CORNER 3" = 1'-0"C3 WOOD FRAME REVEAL 3" = 1'-0"C4 WOOD FRAME REVEAL WITH WOOD BACKING 3" = 1'-0"B1 WOOD FRAME WOOD EACH SIDE 3" = 1'-0"B2 WOOD WALL BASE @WOOD PANEL WALL 1" = 1'-0"A1 CIRCULATION RECEPTION WALL SECTION 3" = 1'-0"B3 CIRCULATION RECEPTION WALL REVEAL/GLASS INSERT ENLARGED DETAIL 1/2" = 1'-0"A5 CIRCULATION RECEPTION WALL RECESSED OPENING ELEVATION 3" = 1'-0"C2 WOOD FLOOR TO CARPET DISPLAY REVEAL: AS HANGING DISPLAY SYSTEMS, #A1025, STANDARD FINISH, ALIGN WITH ADJACENT DROPPED CEILING WOOD FRAME, 3/4" PLYWOOD SUBSTRATE FACED WITH WV-01; RE: FINISH SCHEDULE, AT ALL EXPOSED EDGES, MITER ALL CORNERS WALL AS SCHEDULED, RE: PLAN VIEW BULLETIN BOARD MATERIAL, WC-02; RE: FINISH SCHEDULE 3/4" 4" WOOD SLAT WALL PANEL, SP-03, RE: FINISH SCHEDULE WOOD FRAME BEYOND NOTE: BACK WALL MATERIAL ORIENTATION VAIES, RE: ELEVATIONS FOR LOCATIONS WOOD FRAME, 3/4" PLYWOOD SUBSTRATE FACED WITH WV-01; RE: FINISH SCHEDULE, AT ALL EXPOSED EDGES, MITER ALL CORNERS WALL AS SCHEDULED; RE: PLAN VIEW WOOD FRAME BEYOND BACK MATERIAL VARIES, RE: ELEVATION WOOD FRAME, 3/4" PLYWOOD SUBSTRATE FACED WITH WV-01; RE: FINISH SCHEDULE, AT ALL EXPOSED EDGES, MITER ALL CORNERS WALL AS SCHEDULED, RE: PLAN VIEW BLOCKING AS NEEDED 8" RE: ELEVATION WOOD FRAME BEYOND WHITE BOARD WALL RE: ELEVATION FOR FINISH TYPE 8" SCHED. CARPET, RE: FINISH PLANS STAIR NOSING, TS-07; RE: FINISH SCHEDULE EXISTING STAIRS WOOD FRAME, 3/4" PLYWOOD SUBSTRATE FACED WITH WV-01; RE: FINISH SCHEDULE, AT ALL EXPOSED EDGES, MITER ALL CORNERS EXISTING BRICK WALL WOOD FRAME BEYOND BULLETIN BOARD MATERIAL, RE: ELEVATION FOR FINISH TYPE 3/4" PLYWOOD SHEATHING 4" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A572 Interior Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1 1/2" = 1'-0"E1 RECESSED PICTURE DISPLAY RAIL 3" = 1'-0"E2 WOOD FRAMED DISPLAY WALL - DETAIL 1 3" = 1'-0"E3 WOOD FRAMED DISPLAY WALL - DETAIL 2 1 1/2" = 1'-0"D1 OPEN STUDY WALL TALKER CASING 6" = 1'-0"E4 STAIR NOSING 3" = 1'-0"E5 WOOD FRAMED BULLETIN BOARD SEE FLOOR PLAN FOR WALL TYPES FINISHED FLOOR FAUCET - REFER TO PLUMBING 24" RE: ELEVATION COUNTERTOP: SOLID SURFACE COUNTERTOP W/ PLYWOOD SUBSTRATE, RE: ELEVATION FOR FINISH TYPE, EASED EDGE, MITER OUTSIDE CORNER, FINISHED ON ALL EXPOSED SIDES, SCRIBE TIGHTLY TO WALL, SEAL SEAMS WITH MATCHING SILICONE, MATCHING 4" BACKSPLASH, WHERE OCCURS, RE: ELEVATIONS FOR LOCATIONS UNDER MOUNT SINK, SEE PLUMBING UNDER SINK LAVATORY GUARD FOR ALL EXPOSED PIPING FULL CONCEALED STEEL SUPPORT BRACKET FINISH TO MATCH ADJACENT WALL COLOR/FINISH (WHERE EXPOSED) MIN. CLEARANCE 27" EQ 1"EQ (4) #12 SDS SCREWS 7" RE: ELEVATION 4" 4" 10 1/2" SPECIFIED PRODUCT VERIFY W/ 1 1/2" COUNTERTOP: RE: ELEVATIONS FOR FINISH TYPE, MATCHING 4" BACKSPLASH WHERE OCCURS MICROWAVE, OFOI, COORDINATE MICROWAVE SIZE WITH ARCHITECT + OWNER DURING SUBMITTAL DRAWER: 3/4" MDF CORE, WHITE MELAMINE INTERIOR. DRAWER PANEL FINISHED WITH PLASTIC LAMINATE, RE: ELEVATION FOR FINISH TYPE BASE AS SCHEDULED, RE: ELEVATIONS FOR TYPE FINISHED FLOOR, RE: PLAN. WALL AS SCHEDULED; RE: PLAN. CABINET PULL: AMEROCK EDGE PULL, 3.75", SATIN NICKEL 2' - 0" 3" POWER, RE: ELECTRICAL, DEDICATED MICROWAVE OPENING, WHITE MELAMINTE FINISH 1' - 0" 3/4" SHELF: 3/4" PLYWOOD WITH WHITE MELAMINE FINISH, MATCHING PVC EDGEBANDING AT EXPOSED EDGES ADJUSTABLE SHELVING BRACKET AND CORRESPONDING VERTICAL RAIL, INSTALLATION PER MANUFACTURER'S INSTRUCTIONS, RAIL SPACING PER MANUFACTURER'S RECOMMENDATION PROVIDE BLOCKING/SHEATHING AS NEEDED RE: ELEVATION FOR HEIGHT AFF DESK BELOW 1' - 3" POWER PROVIDED FOR COMPUTER MONITORS AT DESK AND SHELF COMPUTER MONITOR AT SHELF COMPUTER MONITOR AT DESK WALL AS SCHEDULED; SEE FLOOR PLAN FOR WALL TYPES FINISHED FLOOR COUNTERTOP: 3/4" PLYWOOD SUBSTRATE WITH LAMINATE FINISH, RE: ELEVATION FOR FINISH TYPE, MATCHING 3MM PVC EDGE BANDING AT EXPOSED EDGES BASE AS SPECIFIED. SEE ELEVATION FULL CONCEALED STEEL SUPPORT BRACKET - FINISH TO MATCH ADJACENT WALL COLOR/FINISH (WHERE EXPOSED), SIMILAR FOR EXPOSED BRACKET IN EXISTING WALL WHERE FULLY CONCEALED IS NOT AN OPTION 23 1/2"2" 4" BACKSPLASH WHERE OCCURS, RE: ELEVATION, MATERIAL TO MATCH COUNTERTOP MATERIAL, ADHERED TO WALL WITH CALKING AT WALL JOINT, SQUARE, EASED EDGE 25 1/2" CAULKING AT JOINT TO MATCH WALL FINISH OPENING FOR CORD MANAGEMENT WHERE POWER IS NOT ABOVE COUNTERTOP, CONTRACTOR TO FIELD VERIFY AND COORDINATE WITH ELECTRICAL PLANS, PROVIDE GROMMET; BASIS OF DESIGN - MOCKET MAX2/A-94-3-15/16" RE: ELEVATION WALL AS SCHEDULED, RE: PLAN VIEW 1/2" THICK, MDF, EASED EDGES, PAINTED PNT-01; RE: FINISH SCHEDULE COAT HOOK, RE: ACCESSORY SCHEDULE RE: ELEVATIONS 4 1/2" 3 1/2" RE: ELEVATION WALL AS SCHEDULED, RE: PLAN VIEW CALKING AT JOINT TO MATCH WALL FINISH 3/4" THICK, WHITE OAK PLAIN SLICED, STAINED, CLEAR FINISH, EASED/SQUARE EDGES RE: PLAN VIEW VARIES SHELF: 3/4" PLYWOOD WITH WHITE MELAMINE FINISH, MATCHING 3MM PVC EDGEBANDING AT EXPOSED EDGES KV 185 WHITE (WH) DOUBLE BRACKETS, COORDINATING BRACKET PER SHELF DEPTH, RE: PLAN VIEW FOR SHELF DEPTH PROVIDE 3/4" PLYWOOD SHEATHING FOR BACKING/BLOCKING WALL BASE AS SCHEDULED, RE: FINISH PLAN FINISHED FLOOR RE: ELEVATION WALL AS SCHEDULED, RE: PLAN VIEW KV 85 WHITE (WH) SERIES STANDARDS, COORDINATING STANDARD PER OVERALL SHELVING HEIGHT, RE: ELEVATION FOR SHELVING HEIGHTS 3" 4" RE: ELEVATIONS 4" RE: ELEVATIONS RE: ELEVATIONS SCHEDULED FINISH FLOOR; RE: FINISH FLOOR PLANS LOWER CABINET; RE: ELEVATION FOR CABINET TYPE WALL AS SCHEDULED; RE: PLAN FOR TYPE UPPER CABINET, RE: ELEVATION FOR CABINET TYPE BACKSPLASH WHERE OCCURS, RE: ELEVATION, SAME MATERIAL AS COUNTERTOP, CALKING AT JOINTS TO MATCH COUNTERTOP MATERIAL, SQUARE, EASED EDGES BASE TO MATCH MILLWORK MATERIAL UNLESS NOTED IN ELEVATIONS 12" 25 1/2" 1 1/2" MEDIUM DENSITY FOAM WITH UPHOLSTERY WRAP, FB-02; RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH HIGH PRESSURE LAMINATE AT ALL EXPOSED FACES/EDGES, PL-04; RE: FINISH SCHEDULE, OUTSIDE EDGES FINISHED WITH COORDINATING PVC EDGEBANDING AT EXPOSED EDGES 3" HIGH DENSITY FOAM WITH UPHOLSTERY WRAP, FB-01; RE: FINISH SCHEDULE, CUSHION ATTACHED WITH HEAVY DUTY VELCRO BLOCKING AS REQUIRED FINISHED FLOOR WALL AS SCHEDULED, RE: PLAN VIEW 15" 2 1/2" 3" 5 29/32" 8 7/32" 13/32" 8"13" WALL AS SCHEDULED; SEE FLOOR PLAN FOR WALL TYPES FINISHED FLOOR DESKTOP: 3/4" PLYWOOD SUBSTRATE WITH HIGH PRESSURE LAMINATE FINISH, PL-04; RE: FINISH SCHEDULE, COORDINATING PVC EDGEBANDING AT ALL EXPOSED EDGES BASE, WB-03 FULL CONCEALED STEEL SUPPORT BRACKET - FINISH TO MATCH ADJACENT WALL COLOR/FINISH (WHERE EXPOSED), SIMILAR FOR EXPOSED BRACKET IN EXISTING WALL WHERE FULLY CONCEALED IS NOT AN OPTION 22"2" 24" CALKING AT JOINT TO MATCH COUNTERTOP FINISH 30" 3/4" MDF CORE FINISHED WITH HIGH PRESSURE LAMINATE, RE: ELEVATIONS FOR FINISH TYPE FINISHED FLOOR WALL AS SCHEDULED; RE: PLAN. 7" 27" 34" 12" BASE AS SPECIFIED. SEE ELEVATION PROVIDE BLOCKING/SHEATHING AS NEEDED COUNTERTOP: 3/4" PLYWOOD SUBSTRATE, FINISHED WITH HIGH PRESSURE LAMINATE RE: ELEVATION FOR FINISH TYPE 1 1/2" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE WITH QUARTZ FINISH, SQUARE, EASED EDGE - SCRIBE TIGHTLY TO WALL, CALKING TO MATCH COUNTERTOP, RE: ELEVATIONS FOR FINISH TYPE 3/4" MDF CORE, WHITE MELAMINE INTERIOR RUBBER BASE, WB-08; RE: FINISH SCHEDULE FINISHED FLOOR, RE: PLAN. WALL AS SCHEDULED; RE: PLAN. CABINET PULL, RE: HARDWARE SCHEDULE 15" BLOCKING AS REQUIRED 2 1/2" LOCK, OLYMPUS LOCKS PER CAMPUS STANDARD 15" 1 1/2" 54 1/2" 30" DISPLAY GLASS: 1/4" GAUGE, WITH ADJUSTABLE PINS APPROPRIATE FOR GLASS SHELVES BACK AND INTERIOR SIDES, 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE, PIN HOLES AT SIDES FOR ADJUSTABLE SHELVING OUTER SURROUND: 1 1/2" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE, EASED, SQUARE EDGES, MITER CORNERS CABINET: WOOD VENEER FINISH, WV-01; RE: FINISH SCHEDULE BOOK SHELF:3/4" MDF CORE WITH HIGH PRESSURE LAMINATE FINISH AT ALL EXPOSED SURFACES (FRONT,SIDES, TOP AND BACK), PL-01; RE: FINISH SCHEDULE WHITE MELAMINE INTERIOR BASE: PL-01 AT RAISED BASE + WB-04 AT ALL SIDES, RE: FINISH SCHEDULE FINISHED FLOOR, RE: PLAN. 8 1/4" 28" 3/4" 1" 38" FIXED VERTICAL DIVIDERS: 1/4" MDF FINISHED WITH WHITE MELAMINE, QTY 3 WITH EQUAL SPACING 2 1/2" 24" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A581 Casework Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1 1/2" = 1'-0"D1 SINK W/ APRON FRONT - SECTION 1 1/2" = 1'-0"D3 LOWER MICROWAVE CABINET W/ DRAWER 1 1/2" = 1'-0"A5 IT MONITOR SHELF 1 1/2" = 1'-0"D5 COUNTERTOP WITH SUPPORT BRACKET 3" = 1'-0"C1 MOUNTED COAT HOOK SECTION 3" = 1'-0"A1 CHAIR RAIL 1 1/2" = 1'-0"D4 TYPICAL ADJUSTABLE SHELVING SECTION 1 1/2" = 1'-0"B5 TYPICAL MILLWORK DETAIL 1 1/2" = 1'-0"B1 TYPICAL BOOTH SEAT SECTION DETAIL 1 1/2" = 1'-0"B2 TYPICAL BOOTH DESKTOP SECTION 1 1/2" = 1'-0"C2 TYPICAL OPAC SECTION 1 1/2" = 1'-0"B4 DISPLAY SHELVES/ CABINET 1 1/2" = 1'-0"A2 JUVENILE BOOK SHELF 1 1/2" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE WITH QUARTZ FINISH, SQUARE, EASED EDGE - SCRIBE TIGHTLY TO WALL, CALKING TO MATCH COUNTERTOP. RE: ELEVATIONS FOR FINISH TYPE 3/4" MDF CORE, WHITE MELAMINE INTERIOR BASE AS SCHEDULED, RE: ELEVATIONS FOR TYPE FINISHED FLOOR, RE: PLAN. WALL AS SCHEDULED; RE: PLAN. CABINET PULL, RE: HARDWARE SCHEDULE 24" POWER, RE: ELECTRICAL, DEDICATED BLOCKING AS REQUIRED CABINET DOOR: 3/4" MDF CORE, SQUARE EDGES. 4" TRIM WITH PERFORATED METAL AT OPENING, RE: ELEVATION FOR FINISH TYPE 34" 2 1/2" 4" 20 1/32" 4" 4" BOD: MCNICHOLS PERFORATED METAL, ROUND, ALUMINUM, 14 GA., 1/4" ROUND ON 5/16 STAGGERED CENTERS, 58% OPEN AREA, #17145163, METAL CLEANED AND POWDER COATED TO MATCH LAMINATE LOCK, OLYMPUS LOCKS PER CAMPUS STANDARD 3/4" GROMMET; RE: HARDWARE SCHEDULE 25 1/2"WALL AS SCHED. SEE PLAN FOR TYPE MICROWAVE CABINET: 3/4" MDF CORE, FINISHED WITH PLASTIC LAMINATE, RE: ELEVATION FOR FINISH TYPE, WHITE MELAMINE INTERIOR BLOCKING AS REQUIRED MICROWAVE, OFOI ELECTRICAL RECEPTICLE, RE: ELECTRICAL DRAWINGS CONCEALED SPEED BRACE AS REQUIRED RE: ACCESSORY SCHEDULE 15" 15" TO BE VERIFIED WITH MICROWAVE PRIOR TO CONSTRUCTION 12 1/8" 2 1/8" WALL AS SCHED. SEE PLAN FOR TYPE BLOCKING AS REQUIRED 4" RE: ELEVATION 2" 12" FLOATING SHELF: 3/4" MDF CORE, PANEL FINISHED WITH PLASTIC LAMINATE, PL-03 RE: FINISH SCHEDULE, RE: ELEVATION FOR QTY. CONCEALED BRACKET, SPACING ACCORDING TO BRACKET MANUFACTURER'S RECOMMENDATION WALL AS SCHEDULED; SEE FLOOR PLAN FOR WALL TYPES FINISHED FLOOR COUNTERTOP: 3/4" PLYWOOD SUBSTRATE WITH LAMINATE FINISH, RE: ELEVATION FOR FINISH TYPE, MATCHING 3MM PVC EDGE BANDING AT EXPOSED EDGES BASE AS SPECIFIED. SEE ELEVATION FULL CONCEALED STEEL SUPPORT BRACKET - FINISH TO MATCH ADJACENT WALL COLOR/FINISH (WHERE EXPOSED), SIMILAR FOR EXPOSED BRACKET IN EXISTING WALL WHERE FULLY CONCEALED IS NOT AN OPTION 16 1/2"1 1/2" 4" BACKSPLASH WHERE OCCURS, RE: ELEVATION, MATERIAL TO MATCH COUNTERTOP MATERIAL, ADHERED TO WALL WITH CALKING AT WALL JOINT 18" CAULKING AT JOINT TO MATCH WALL FINISH OPENING FOR CORD MANAGEMENT WHERE POWER IS NOT ABOVE COUNTERTOP, CONTRACTOR TO FIELD VERIFY AND COORDINATE WITH ELECTRICAL PLANS, PROVIDE GROMMET; BASIS OF DESIGN - MOCKET MAX2/A-94-3-15/16" RE: ELEVATION 31"3" 4" 5 7/8" REVEAL 1/8" 3" 27" 1 1/2" 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE HARDWOOD PIECE AT TOP CAP FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE, SQUARE, EASED EDGES 3/4" MDF PAINTED LACQUER TO MATCH PNT-04, RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE BASE: 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE FINISHED FLOOR 24" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS GROMETTS: RE: PLAN VIEW FOR QTY, RE: HARDWARE SCHEDULE FOR PRODUCT 3"3" 1/4" CABINET VARIES, RE: ELEVATIONS FOR CABINET TYPES, LAMINATE PL-01 AT ALL CABINETS AND RECEPTION INTERIOR, OLYMPUS CABINET LOCKS AT ALL CLOSED CABINETS, FULL DEPTH FINISHED SIDE PANELS AT EXPOSED CABINET SIDES RUBBER BASE AT ALL CABINETS AND INTERIOR OF RECEPTION DESK, WB-04; RE: FINISH SCHEDULE 10" 3" 4" 4" 1 7/8" REVEAL 1/8" 2" 22" WOOD VENEER BEYOND 3/4" MDF PAINTED LACQUER TO MATCH PNT-04, RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE BASE: 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE FINISHED FLOOR 24" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS GROMETTS: RE: PLAN VIEW FOR QTY, RE: HARDWARE SCHEDULE FOR PRODUCT 3" 1/4" CABINET VARIES, RE: ELEVATIONS FOR CABINET TYPES, LAMINATE PL-01 AT ALL CABINETS AND RECEPTION INTERIOR, OLYMPUS CABINET LOCKS AT ALL CLOSED CABINETS, FULL DEPTH FINISHED SIDE PANELS AT EXPOSED CABINET SIDES RUBBER BASE AT ALL CABINETS AND INTERIOR OF RECEPTION DESK, WB-04; RE: FINISH SCHEDULE COUNTERTOP WATERFALL: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS 32 1/2" 3" 30" 1 1/2" 1 1/2" 1 1/2" 4" 5 7/8" REVEAL 1/8" 3" 21" 6" WOOD VENEER BEYOND 3/4" MDF PAINTED LACQUER TO MATCH PNT-04, RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE BASE: 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE FINISHED FLOOR COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS 3" 1/4" CABINET, RE: ELEVATIONS FOR CABINET TYPES, LAMINATE PL-01 AT ALL CABINETS AND RECEPTION INTERIOR, OLYMPUS CABINET LOCKS AT ALL CLOSED CABINETS, FULL DEPTH FINISHED SIDE PANELS AT EXPOSED CABINET SIDES RUBBER BASE AT ALL CABINETS AND INTERIOR OF RECEPTION DESK, WB-04; RE: FINISH SCHEDULE COUNTERTOP WATERFALL: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS 25 13/32" 1 1/2" BOOK CARTS, OFOI, SIZED FOR AMERICAN SECURITY CABINETS UNDER COUNTER BOOK TRUCK, #UCBT-PC, MODEL TO BE VERIFIED WITH OWNER 34" 32 1/2" 1 1/2" LETTERING ADHERED TO FRONT OF SURFACE, RE: SIGNAGE SCHEDULE 24" BOOK RETURN OPENING, VERIFY DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION PER FINAL CART SELECTION BY OWNER 24" 2 1/2" 4 1/2" 1" 4 1/2" 1 1/2" 4" 5 7/8" REVEAL 1/8" WRAPS AT INTERIOR SITTING SPACE 3" 17" WOOD VENEER BEYOND 3/4" MDF PAINTED LACQUER TO MATCH PNT-04, RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE BASE: 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE FINISHED FLOOR 24" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS 3" 1/4" CABINET DRAWER, RE: ELEVATIONS FOR TYPE, LAMINATE PL-01 AT ALL CABINETS AND RECEPTION INTERIOR, OLYMPUS CABINET LOCKS AT ALL CLOSED CABINETS, FULL DEPTH FINISHED SIDE PANEL AT EXPOSED INTERIOR SIDE RUBBER BASE AT ALL CABINETS AND INTERIOR OF RECEPTION DESK, WB-04; RE: FINISH SCHEDULE COUNTERTOP WATERFALL: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS 3" 30" 1 1/2" 1 1/2" 37 1/2" 1 1/2" WOOD VENEER BEYOND 3/4" MDF PAINTED LACQUER BEYOND, TO MATCH PNT-04, RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH WOOD VENEER BEYOND, WV-01; RE: FINISH SCHEDULE BASE: 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE FINISHED FLOOR 24" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS GROMETTS: RE: PLAN VIEW FOR QTY, RE: HARDWARE SCHEDULE FOR PRODUCT RUBBER BASE AT ALL CABINETS AND INTERIOR OF RECEPTION DESK, WB-04; RE: FINISH SCHEDULE COUNTERTOP WATERFALL: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS 30" 25 1/2"12"1 1/2" LAMINATE FINISH AT INTRIORIOR , PL-01 1 1/2" 17" 3" 1/8" 5 7/8" 4" 9 7/8"REVEAL 1/8" 3" RE: ELEVATIONS FOR OVERALL HEIGHT VARIES 3/4" MDF PAINTED LACQUER TO MATCH PNT-04, RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE FINISHED FLOOR COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS, MITERED JOINTS 1/4" COUNTERTOP WATERFALL: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-01, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS VARIES, RE: ELEVATION FOR OVERALL HEIGHT 2 1/4" 4" RE: PLAN VIEW VARIES 30" 4" 12 3/4" 21 1/4" 3"2 1/2"3" 24" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-02, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS CABINET VARIES, RE: ELEVATIONS FOR CABINET TYPES, LAMINATE PL-01 AT ALL CABINETS AND RECEPTION INTERIOR, OLYMPUS CABINET LOCKS AT ALL CLOSED CABINETS, FULL DEPTH FINISHED SIDE PANELS AT EXPOSED CABINET SIDES 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE HARDWOOD PIECE AT TOP CAP FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE, SQUARE, EASED EDGES 8" RUBBER BASE, WB-08; RE: FINISH SCHEDULE GROMETTS: RE: PLAN VIEW FOR QTY, RE: HARDWARE SCHEDULE FOR PRODUCT FINISHED FLOOR RE: PLAN VIEW VARIES 30" 4" 12" 14" 3"2 1/2"3" 24" COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-02, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS CABINET VARIES, RE: ELEVATIONS FOR CABINET TYPES, LAMINATE PL-01 AT ALL CABINETS AND RECEPTION INTERIOR, OLYMPUS CABINET LOCKS AT ALL CLOSED CABINETS, FULL DEPTH FINISHED SIDE PANELS AT EXPOSED CABINET SIDES 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE GROMETTS: RE: PLAN VIEW FOR QTY, RE: HARDWARE SCHEDULE FOR PRODUCT FINISHED FLOOR RUBBER BASE, WB-04; RE: FINISH SCHEDULE 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE RE: ELEVATION VARIES REVEAL 1/8" 4 3/8"4 3/8" REVEAL 1/8" RE: ELEVATION VARIES 3/4" MDF, PAINTED LACQUER FINISH, TO MATCH PNT-06; RE: FINISH SCHEDULE, MITERED JOINTS 3/4" MDF, PAINTED LACQUER FINISH, TO MATCH PNT-04; RE: FINISH SCHEDULE, MITERED JOINTS 3" 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE RE: ELEVATION VARIES REVEAL 1/8" 4 3/8"4 3/8" REVEAL 1/8" RE: ELEVATION VARIES 3/4" MDF, PAINTED LACQUER FINISH, TO MATCH PNT-04; RE: FINISH SCHEDULE, MITERED JOINTS 3" 4" 12" 1 1/2" 2 1/2" 3/4" PLYWOOD FACED WITH WOOD VENEER, WV-01; RE: FINISH SCHEDULE COUNTERTOP: 3/4" PLYWOOD SUBSTRATE FACED WITH ST-02, RE: FINISH SCHEDULE, EASED, SQUARE CORNERS CABINET VARIES, RE: ELEVATIONS FOR CABINET TYPES, LAMINATE PL-01 AT ALL CABINETS AND RECEPTION INTERIOR, OLYMPUS CABINET LOCKS AT ALL CLOSED CABINETS, FULL DEPTH FINISHED SIDE PANELS AT EXPOSED CABINET SIDES FINISHED FLOOR RUBBER BASE (COORDINATES WITH WOOD VENEER) , WB-08; RE: FINISH SCHEDULE WOOD VENEER PARTITION WHERE OCCURS, RE: ELEVATIONS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A582 Casework Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1 1/2" = 1'-0"D1 SELF CHECK-OUT BASE CABINET 1 1/2" = 1'-0"E3 15" UPPER MICROWAVE CABINET 1 1/2" = 1'-0"E4 MAC LAB 324 SHELVING 1 1/2" = 1'-0"D5 COUNTERTOP WITH SUPPORT BRACKET 2 1 1/2" = 1'-0"C1 CIRCULATION RECEPTION DESK FRONT - HIGH 1 1/2" = 1'-0"C3 CIRCULATION RECEPTION DESK FRONT - LOW 1 1/2" = 1'-0"C5 CIRCULATION RECEPTION DESK WEST - BOOK DROP 1 1/2" = 1'-0"B1 CIRCULATION DESK EAST - W/ CABINET 1 1/2" = 1'-0"B3 CIRCULATION DESK EAST - SITTING SPACE 1 1/2" = 1'-0"A1 CIRCULATION RECEPTION DESK END 1 1/2" = 1'-0"B5 RECEPTION DESK HIGH 1 1/2" = 1'-0"A3 RECEPTION DESK LOW 1 1/2" = 1'-0"A5 RECEPTION DESK ANGLES - MULTI-COLOR 1 1/2" = 1'-0"A6 RECEPTION DESK ANGLES - SINGLE COLOR 1 1/2" = 1'-0"A4 RECEPTION DESK END 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A601 Door Schedule 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DOORS 1 ALL HOLLOW METAL FRAMES AND DOORS ARE TO BE PAINTED IF NOT NOTED OTHERWISE MATCH ADJACENT WALL FINISH 2 ALL INTERIOR HOLLOW METAL FRAME WIDTHS ARE TO MATCH WALL WIDTHS; COORDINATE WITH VERTICAL ASSEMBLY TYPES 3 WOOD GRAIN DIRECTION TO BE VERTICAL, UNLESS NOTED OTHERWISE 4 FINISH OF HOLLOW METAL FRAMES TO MATCH ADJACENT IF NOT NOTED OTHERWISE 5 IF COLOR TRANSITIONS OCCUR, THEY ARE TO OCCUR AT INSIDE OF FRAME STOP 6 DOORS SERVING SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE. SEE DOOR HARDWARE SPECIFICATIONS ALL DOOR HANDLES & HARDWARE USED ON THE PROJECT MUST NOT REQUIRE PINCHING, TIGHT GRASPING, OR TWISTING OF THE WRIST IN ORDER TO OPERATE, IN ACCORDANCE WITH 2018 IBC 1010.1.9.1 DOOR SCHEDULE - ALL DOOR NUMBER ROOMS DOOR DIMENSIONS DOOR FRAME FIRE RATING Card Access COMMENTSTO RM # WIDTH HEIGHT THK TYPE MATERIAL FINISH TYPE MATERIAL FINISH LEVEL 00 0-D HALL 0-D 3' - 6" 7' - 0" 1 3/4" D8 VENEER-WV-01 PAINTED PNT-03 Yes 0-E STAIR 0-E 3' - 0" 7' - 0" 1 3/4" D10 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 90 FIRE RATED GLAZING REQUIRED 010 OFFICE 010 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR AND HARDWARE IN EXISTING FRAME 011 OFFICE 011 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 012 OFFICE 012 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR AND HARDWARE IN EXISTING FRAME 014 WOMEN'S RR 014 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR AND HARDWARE IN EXISTING FRAME 015 MEN'S RR 015 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR AND HARDWARE IN EXISTING FRAME 016 HALL 0-D 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 018.1 OFFICE 018 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 018.2 OFFICE 018 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 020.1 OFFICE 020 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 020.2 OFFICE 020 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 022 OPS 022 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 022A.1 QA 022A 3' - 6" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 022A.2 QA 022A 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 024 TECH ROOM 024 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 026A OFFICE 026A 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 026B OFFICE 026B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 026C OFFICE 026C 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 026D OFFICE 026D 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 026E OFFICE 026E 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 026F STUDENTS 026F 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 028 SHORT TERM STORAGE 028 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes LEVEL 01 1-B.1 ENTRY HALL 120A 6' - 0" 7' - 0" 1 3/4" D2 SOLID CORE WOOD VENEER-WV-01 F9 HOLLOW METAL CLEAR ANODIZED 90 Yes ADA ACTUATOR & FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 1-B.2 ENTRY HALL 120A 6' - 0" 7' - 0" 1 3/4" D2 SOLID CORE WOOD VENEER-WV-01 F9 HOLLOW METAL CLEAR ANODIZED 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 1-F.1 VESTIBULE 1-F 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 1-F.2 VESTIBULE 1-F 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 1-F.3 VESTIBULE 1-F 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED No ADA ACTUATOR 1-F.4 VESTIBULE 1-F 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED No 1-F.5 VESTIBULE 1-F 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes ADA ACTUATOR 1-H STAIR 1-H 3' - 0" 7' - 0" 1 3/4" D10 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 90 FIRE RATED GLAZING REQUIRED 1-N STAIRS 1-N 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 1-U.1 VESTIBULE 1-U 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 1-U.2 VESTIBULE 1-U 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes ADA ACTUATOR 1-U.3 VESTIBULE 1-U 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED 1-U.4 VESTIBULE 1-U 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED ADA ACTUATOR 1-V HALL 1-V 3' - 0" 7' - 0" 1 3/4" D6 SOLID CORE WOOD VENEER-WV-01 F3 HOLLOW METAL PAINTED PNT-03 0 1-X HALL 1-X 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 102 ELEC ROOM 102 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 04 F1 HOLLOW METAL PAINTED PNT-04 Yes 104 OFFICE 104 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 106 OFFICE 106 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 108 OFFICE 108 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 114A OFFICE 114A 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 124 STUDY (MED) 124 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 125 STUDY (MED) 125 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 126 STUDY (SM) 126 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 127 STUDY (SM) 127 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 128 STUDY (SM) 128 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 129 OFFICE 129 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 130 OFFICE 130 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 131 OFFICE 131 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 132 STUDY (MED) 132 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 134 RECEPTION 134 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 136 OFFICE 136 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 138 OFFICE 138 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 140 CONFERENCE ROOM 140 6' - 0" 7' - 0" 1 3/4" D2 SOLID CORE WOOD VENEER-WV-01 F3 HOLLOW METAL PAINTED PNT-03 142.1 BREAKROOM 142 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 142.2 BREAKROOM 142 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 144 FAMILY RR 144 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 146 MENS 146 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR SLAB IN EXISTING FRAME - RE-USE EXISTING HARDWARE VIF DOOR SIZE 147 JANITORS OFFICE 147 3' - 0" 7' - 0" 1 3/4" D9 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR SLAB IN EXISTING FRAME - RE-USE EXISTING HARDWARE VIF DOOR SIZE 148 WOMENS 148 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR SLAB IN EXISTING FRAME - RE-USE EXISTING HARDWARE VIF DOOR SIZE 152 WOMEN'S RESTROOM 152 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR SLAB IN EXISTING FRAME - RE-USE EXISTING HARDWARE VIF DOOR SIZE 154 MEN'S RESTROOM 154 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR SLAB IN EXISTING FRAME - RE-USE EXISTING HARDWARE VIF DOOR SIZE 156 WORKSPACE 156 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 156A PRACTICE 156A 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 156B PRACTICE 156B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 156C PRACTICE 156C 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 156D STORAGE 156D 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 156E WORKSPACE 156 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 156F WORKSPACE 156 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 158 CONFERENCE ROOM 158 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 160A TUTORING ADMIN OPEN AREA 160 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 160B OFFICE 160B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 162 CLASSROOM 162 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 164 CLASSROOM 164 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 166 CLASSROOM 166 3' - 0" 7' - 0" 1 3/8" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR SLAB IN EXISTING FRAME - RE-USE EXISTING HARDWARE VIF DOOR SIZE 168 CLASSROOM 168 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 170.1 DROP IN MATH LAB 170 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 170.2 DROP IN MATH LAB 170 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 170A DROP IN MATH LAB 170 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 170B DROP IN MATH LAB 170 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 170C STORAGE 170C 3' - 6" 7' - 0" 1 3/4" D3 SOLID CORE WOOD PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 172 CLASSROOM 172 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 173 ELECTRICAL 173 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 NEW DOOR SLAB IN EXISTING FRAME - RE-USE EXISTING HARDWARE VIF DOOR SIZE 174 STUDENT PREP 174 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 178 STUDY 178 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 179 STUDY 179 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 180 ADJUNCT OFFICE 180 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 181 HALL 1-X 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 182 HALL 1-X 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 183 OFFICE 183 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 184 HALL 1-X 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 185 OFFICE 185 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 186 OFFICE 186 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 188 HALL 1-Y 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 188A OFFICE 188A 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 188B CONFERENCE 188B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 190 HALL 1-Y 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 190A OFFICE 190A 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 190B TRAINING AREA 190 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 190C STORAGE 190C 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 192 WORKSTATIONS/ FLEX SPACE 192 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 192A SMALL MEETING 192A 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 192B OFFICE 192B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 192C WORKSTATIONS/ FLEX SPACE 192 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 LEVEL 02 2-A.1 STAIR 2-A 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 2-A.2 STAIR 2-A 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 2-A.3 STAIR 2-A 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 2-A.4 STAIR 2-A 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 2-B STAIR 2-B 3' - 0" 7' - 0" 1 3/4" D10 HOLLOW METAL VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 2-D MECHANICAL 2-D 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 Yes 2-E TECH SERV STORAGE 2-E 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 2-G STAIR 2-G 3' - 0" 7' - 0" 1 3/4" D10 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 90 FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 2U-1 HALL 2-U 3' - 0" 7' - 0" 1 3/4" D6 SOLID CORE WOOD VENEER-WV-01 F3 HOLLOW METAL PAINTED PNT-03 0 200 OFFICE 200 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 202 OFFICE 202 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 204 STUDY (SM) 204 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 206 STUDY (MED) 206 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 208 STUDY (SM) 208 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED ALL DOOR HANDLES & HARDWARE USED ON THE PROJECT MUST NOT REQUIRE PINCHING, TIGHT GRASPING, OR TWISTING OF THE WRIST IN ORDER TO OPERATE, IN ACCORDANCE WITH 2018 IBC 1010.1.9.1 DOOR SCHEDULE - ALL DOOR NUMBER ROOMS DOOR DIMENSIONS DOOR FRAME FIRE RATING Card Access COMMENTSTO RM # WIDTH HEIGHT THK TYPE MATERIAL FINISH TYPE MATERIAL FINISH 210 STUDY (SM) 210 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 212 STUDY (SM) 212 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 214 OPEN STUDY 220 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 216 OPEN STUDY 220 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 218 OPEN STUDY 220 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 222.1 INSTRUCTION 1 222 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 222.2 CLOSET 222a 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 No 222M INSTRUCTION 2 224 22' - 11 1/2" 9' - 0" 4" D12 SEE DOOR TYPES Yes V.I.F. COORDINATE WIDTH AND HEIGHT WITH DIMENSION PLANS AND CEILNG PLANS 224.1 INSTRUCTION 2 224 3' - 6" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 224.2 INSTRUCTION 2 224 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 224.3 CLOSET 224a 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 224M INSTRUCTION 2 224 17' - 8" 9' - 0" D13 SEE DOOR TYPES Yes V.I.F. COORDINATE WIDTH AND HEIGHT WITH DIMENSION PLANS AND CEILNG PLANS 226 PRESS ROOM 226 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 228 SPECIAL COLLECTIONS RECEPTION 228b 6' - 0" 7' - 0" 1 3/4" D4 ALUMINUM CLEAR ANODIZED F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 228A.1 OFFICE 228A 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 228A.2 DCAM 228B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 228B SPECIAL COLLECTIONS 228 4' - 2" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 228C SCANNER 228C 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 228D ARCHIVE 228D 3' - 6" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 228E VAULT 228E 3' - 0" 7' - 0" 1 3/4"F1 EXISTING VAULT DOOR - COORDINATE INSTALL WITH EXISTING DOOR REQUIREMENTS 230.1 OFFICE 230 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 230.2 OFFICE 230 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 232.1 OFFICE 232 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 232.2 SPECIAL COLLECTIONS 228 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 234 LARGE COMPUTER CLASSROOM 234 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 236 SHEET MUSIC 236 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 238 TECH SERVICES 238 3' - 6" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 241 JANITOR'S OFFICE 241 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 241A IT 241A 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 242 ELECTRICAL ROOM 242 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 Yes 243 MOTHERS 243 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 244 FAMILY RR 244 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 245 OPEN STUDY 53 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL 247 MEN'S RESTROOM 247 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL 248 WOMEN'S RESTROOM 248 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL 249 JANITOR'S CLOSET 249 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 Yes 252A STUDY 252A 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 252B STUDY 252B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 252C STUDY 252C 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 252D OFFICE 252D 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 252E OFFICE 252E 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 252F STORAGE 252F 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 252G PREP / STORAGE 252G 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 256.1 WRITING CENTER OPEN TUTORING 256 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 256.2 WRITING CENTER OPEN TUTORING 256 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED Yes 256A PREP / STORAGE 256A 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 256B OFFICE 256B 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 256C OFFICE 256C 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 258 CLASSROOM 258 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 260 HALL 2-U 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 264 OFFICE 264 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 265 OFFICE 265 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 266 STUDY 266 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 267 STUDY 267 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 268 STUDY 268 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 269 OPEN TUTORING CENTER 270 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 270.1 OPEN TUTORING CENTER 270 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 270.2 OPEN TUTORING CENTER 270 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 270B PREP / STORAGE 270B 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 270G STUDY 270G 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 270H OPEN TUTORING CENTER 270 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 270J STORAGE 270J 3' - 6" 7' - 0" 1 3/4" D3 SOLID CORE WOOD PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 3'-0"X3'-0" STAINLESS KICK PLATE ON INTERIOR SIDE OF DOOR 272 OPEN TUTORING CENTER 270 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 274 PRE-FUNCTION 270E 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 274M CLASSROOM 272 25' - 2 1/4" 9' - 0" 4" D12 SEE DOOR TYPES Yes V.I.F. COORDINATE WIDTH AND HEIGHT WITH DIMENSION PLANS AND CEILNG PLANS 276 CLASSROOM 276 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 276S CLASSROOM 276 20' - 6 1/2" 10' - 6 1/2" 11 3/4" D14 SEE DOOR TYPES Yes V.I.F. COORDINATE WIDTH AND HEIGHT WITH DIMENSION PLANS AND CEILNG PLANS 278 CLASSROOM 278 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 278M CLASSROOM 278 25' - 2 1/4" 9' - 0" 4" D12 SEE DOOR TYPES Yes V.I.F. COORDINATE WIDTH AND HEIGHT WITH DIMENSION PLANS AND CEILNG PLANS 280 TR / COMM. 280 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 286 ADJUNCT OFFICE 286 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 288A ENGLISH TRANSITION CENTER 288 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 288B OFFICE 288B 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 288C ENGLISH TRANSITION CENTER 288 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 288D STUDY 288D 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 288E STUDY 288E 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 288F STUDY 288F 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 288G STUDY 288G 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 288H ENGLISH TRANSITION CENTER 288 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 LEVEL 03 3-B.1 STAIR 1 3-B 3' - 0" 7' - 0" 1 3/4" D6 SOLID CORE WOOD VENEER-WV-01 F3 HOLLOW METAL PAINTED PNT-03 90 No MAG HOLD 3-B.2 STAIR 1 3-B 3' - 0" 7' - 0" 1 3/4" D6 SOLID CORE WOOD VENEER-WV-01 F3 HOLLOW METAL PAINTED PNT-03 90 No MAG HOLD 3-B.5 STAIR 1 3-B 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 3-B.6 STAIR 1 3-B 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 3-B.7 STAIR 1 3-B 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 3-B.8 STAIR 1 3-B 3' - 0" 7' - 0" 1 3/4" D8 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 90 Yes FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 3-C STAIRS 3-C 3' - 0" 7' - 0" 1 3/4" D10 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 90 FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 3-F STAIR 3-F 3' - 0" 7' - 0" 1 3/4" D10 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 90 FIRE-RESISTIVE GLAZING REQUIRED TO MEET "D-H-W-90", NFPA 252, ASTM E119 or UL 263 302 STUDY (MED) 302 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 304 STUDY (MED) 304 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 306 STORAGE 306 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 308 ELECTRICAL 308 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 Yes 310 OFFICE 310 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 312 OFFICE 312 3' - 0" 7' - 0" 1 1/2" D1 SOLID CORE WOOD VENEER-WV-01 F2 HOLLOW METAL PAINTED PNT-03 314 JUVENILE 300 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 316 JUVENILE 300 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 318 STUDY (SM) 318 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 320 STUDY (SM) 320 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 322.1 OFFICE 322 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 324 MAC LAB 324 6' - 0" 7' - 0" 1 3/4" D2 SOLID CORE WOOD VENEER-WV-01 F3 HOLLOW METAL PAINTED PNT-03 Yes 324A MAC EQUIP 324A 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 Yes 324B ELECTRICAL 324B 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PNT - 03 F1 HOLLOW METAL PAINTED PNT-03 Yes 326 OPEN STUDY 383 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 328 OPEN STUDY 383 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 330 STUDY (SM) 330 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 332 STUDY (SM) 332 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 334 STUDY (SM) 334 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 336 STUDY (SM) 336 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 338 STUDY (SM) 338 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 340 STUDY (SM) 340 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 344 FAMILY STUDY 344 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F4 ALUMINUM STOREFRONT CLEAR ANODIZED 344A MOTHERS ROOM 344A 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 344B RESTROOM 344B 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 346 TEST RM 346 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 348 TEST RM 348 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 350 TEST RM 350 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 354 STORAGE 352 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 356 TEST RM 356 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 358 TEST RM 358 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 360 TEST RM 360 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 364 ELEC 364 3' - 0" 7' - 0" 1 3/4" D3 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Yes 370 TEST RM 370 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 372 TEST RM 372 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 374 TEST RM 374 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 378 TEST RM 378 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 380 TEST RM 380 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 382 TEST RM 382 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE WOOD VENEER-WV-01 F1 HOLLOW METAL PAINTED PNT-03 Grand total: 246 C.L. OF HARDWARE 3' - 4" CL SEE SCHEDULE 6" VARIES 10" D2 SOLID CORE WOOD, DOUBLE WITH FULL LITE G1 G1 6"VARIES 6"6"VARIES 6" SEE SCHEDULE C.L. OF HARDWARE 3' - 4" CL SEE SCHEDULE 6" VARIES 10" D4 ALUMINUM, DOUBLE* G2 G2 6"VARIES 6"6"VARIES 6" SEE SCHEDULESEE SCHEDULE SEE SCHEDULE 6" VARIES 10" 6"VARIES 6" D1 SOLID CORE WOOD WITH FULL LITE G1 SEE SCHEDULE SEE SCHEDULE D3 SOLID CORE WOOD SEE SCHEDULE SEE SCHEDULE 6" VARIES 10" 6"VARIES 6" D5 ALUMINUM INTERIOR DOOR WITH FULL LITE G1 SEE SCHEDULE D6 SOLID CORE WOOD, DOUBLE SEE SCHEDULE CL G1 G1 D8 C.L. OF HARDWARE 3' - 4" C.L. OF HARDWARE 3' - 4" SEE SCHEDULE SEE SCHEDULE CLCLCLCL CL 4'-0" 2'-0" FROSTED FILM ON INSIDE OF GLASS AT OFFICES ONLY 7 EQ PANELS CONTRACTOR TO VERIFY OPENING *EXTERIOR DOORS TO HAVE INSULATED GLASS, INTERIOR DOORS TO HAVE SINGLE PANE D12 MODERNFOLD, 7 PANEL SEE SCHEDULE WHITE MARKERBOARD FINISH BOTH SIDES, TYP. 5 EQ PANELS CONTRACTOR TO VERIFY OPENING D13 MODERNFOLD, 5 PANEL SEE SCHEDULE “WHITE MARKERBOARD ON CLASSROOM SIDE, FABRIC ON PRESS ROOM SIDE” CONTRACTOR TO VERIFY OPENING D14 SKYFOLD SEE SCHEDULE WHITE MARKERBOARD FINISH BOTH SIDES, TYP. G3 SEE SCHEDULE SEE SCHEDULE D7 HOLLOW METAL DOOR CL C.L. OF HARDWARE 3' - 4" C.L. OF HARDWARE 3' - 4" D9 C.L. OF HARDWARE 3' - 4" C.L. OF HARDWARE 3' - 4" SEE SCHEDULE 6"VARIES 6" D10 SOLID CORE WOOD WITH HALF LITE G1 CL D11 SOLID CORE WOOD WITH HALF LITE G4 G4G4 G4 SEE SCHEDULE SEE SCHEDULE CL G3 HOLLOW METAL WITH HALF LITE NOT USED F1 PAINTED HOLLOW METAL 2" SEE SCHEDULE 2"SEE SCH.2" F3 PAINTED HOLLOW METAL DOUBLE DOOR FRAME 2" SEE SCHEDULE 2"SEE SCHEDULE 2" F2 PAINTED HOLLOW METAL WITH TEMPERED SIDE LITE 2" SEE SCHEDULE 2"SEE SCH. 2" 1'-6"2" F4 CLEAR ANODIZED ALUMINUM STOREFRONT FRAME AND TEMPERED GLASS SIDE-LITE* *SEE WINDOW SCHEDULE FOR SIZE, ORIENTATION, AND LAYOUT OF ADJACENT GLAZING 2" SEE SCHEDULE 2"SEE SCH. 2" SEE GLAZING ELEVATIONS VARIES 2" G2 G2 2'-0" 4'-0" FROSTED FILM ON INSIDE OF GLASS AT OFFICES ONLY G1 1/4" SINGLE CLEAR GLAZING MINIMUM PANE THICKNESS OR AS REQUIRED FOR GLASS SIZES INDICATED - TEMPERED GLAZING TYPE LEGEND G2 1" INSULATED GLAZING UNIT - TEMPERED G3 1/2" SINGLE PANE CLEAR GLAZING - TEMPERED G4 GLAZING AS REQUIRED TO MAINTAIN 90 MINUTE DOOR AND FRAME RATING 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A602 Door Types 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GENERAL NOTES - DOORS 1 ALL HOLLOW METAL FRAMES AND DOORS ARE TO BE PAINTED IF NOT NOTED OTHERWISE MATCH ADJACENT WALL FINISH 2 ALL INTERIOR HOLLOW METAL FRAME WIDTHS ARE TO MATCH WALL WIDTHS; COORDINATE WITH VERTICAL ASSEMBLY TYPES 3 WOOD GRAIN DIRECTION TO BE VERTICAL, UNLESS NOTED OTHERWISE 4 FINISH OF HOLLOW METAL FRAMES TO MATCH ADJACENT IF NOT NOTED OTHERWISE 5 IF COLOR TRANSITIONS OCCUR, THEY ARE TO OCCUR AT INSIDE OF FRAME STOP 6 DOORS SERVING SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE. SEE DOOR HARDWARE SPECIFICATIONS 1/4" = 1'-0" DOOR TYPES 1/4" = 1'-0" DOOR FRAME TYPES 4' - 5" 4' - 2" SF02 G1 FLOOR LEVEL (VARIES) 3' - 0" 2" TYP. 7' - 2" B6 A561 A5 A561 C6 A561 SA6 4' - 2" 4'-5" SF03 G1 3' - 0" FLOOR LEVEL (VARIES) 4 1/2" 7' - 2" D6 A561 C6 A561 B6 A561 A5 A561 2" TYP. SA6 4' - 2" SF04 G1 G1 3' - 0" 2" TYP. FLOOR LEVEL (VARIES) 7' - 2" 4 1/2"EQEQ 7'-3" B6 A561 D6 A561 C6 A561 A5 A561 E6 A561 SA6 4' - 5" SF05 G1 FLOOR LEVEL (VARIES) 3' - 0" 2" TYP. 4' - 2" 7' - 2" B6 A561 C6 A561 A5 A561 SA6 9' - 0" 11' - 1" EQ EQ EQ SF11 G2 G2 G2 2" TYP. FLOOR LEVEL (VARIES) C6 A561 D4 A551 E4 A551 G2 G2 G2 B2 A431 11' - 1" 9' - 0" 1-F.5 SF09 G2G2 G2G2G2 1' - 10" 7' - 2" 2' - 6 1/2" SCHEDULE SEE 2' - 6 1/2" 2" TYP. FLOOR LEVEL (VARIES) E4 A551 C6 A561 D4 A551 9' - 0" 23' - 2" 1-F.1 1-F.2 SF10 G2 G2 G2 G2 G2 G2 7' - 2" 1' - 10" FLOOR LEVEL (VARIES) 2" TYP. E4 A551 C6 A561 D4 A551 4' - 6" SCHEDULE SEE 1' - 2" SCHEDULE SEE 4' - 6" B5 A511 D3 A415 D2 A415 G2 G2 G2 23' - 2" 9' - 0" 1-F.4 1-F.3 SF08 G2 G2G2 G2 G2 G2 G2 G2 7' - 2" 1' - 10" 4' - 10" SCHEDULE SEE 1' - 6" SCHEDULE SEE 4' - 10" 2" TYP. FLOOR LEVEL (VARIES) E4 A551 C6 A561 D4 A551 B2 A431 14'-9 1/2" 7'-2" TYP. 15'-9 1/2"11'-1 1/2" SF12 SF13 SF15 G1 G1G1 G1 G1 G1 G1G1G1G1 G1 G1 SF14 SF16 EQ EQ EQ 2" TYP. SCHEDULE SEE EQ EQ 11'-1 1/2" EQ EQ 2" TYP.2" TYP.2" TYP.2" TYP. EQ EQ 11'-1 1/2" EQ EQ EQ 124 125 127126 128 FLOOR LEVEL (VARIES) SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE B6 A561 A2 A561 TYP A6 A561 E6 A561 B5 A541 SA4.1 B2 A431 17' - 0" 7' - 2" SF17 G1 132G1G1G1 EQ EQ EQ EQ SCHEDULE SEE FLOOR LEVEL (VARIES) B6 A561 A2 A561 TYP A6 A561 E6 A561 2"TYP. SA4.1 4' - 2" 3' - 0" 7' - 2" SF32 156 G1 G1 G1 FLOOR LEVEL (VARIES) G1 EQ EQ EQ SCHEDULE SEE 21'-1 1/2" D6 A561 B6 A561 E6 A561 A5 A561 A5 A561 2" TYP.3'-10"4 1/2" SA6 FLOOR LEVEL (VARIES) B6 A561 D6 A561 E6 A561 C6 A561 A5 A561 3' - 0" 4' - 2" 7' - 2" 10' - 7" 4 1/2"EQ EQ EQ 2"TYP. SF33 G1G1G1 SA6 10'-1 1/2" 7'-2" 158 SF34 G1 G1 EQ EQ SCHEDULE SEE 2" TYP. FLOOR LEVEL (VARIES) B6 A561 E6 A561 A6 A561 C6 A561 SA4 192A 7' - 2" 10'-9" SF20 G1 G1 EQ EQ SCHEDULE SEE 2" TYP. FLOOR LEVEL (VARIES) B6 A561 C6 A561 A6 A561 E6 A561 SA4 7' - 2" SF21 G1192 2" TYP. 9' - 10" FLOOR LEVEL (VARIES) SCHEDULE SEE 3' - 4" B6 A561 C6 A561 A6 A561 SA4 7' - 2" 188 SF22 G1 2" TYP. SCHEDULE SEE 5'-0" 8'-6" FLOOR LEVEL (VARIES) B6 A561 C6 A561 A6 A561 SA4 188B SF23 G1G1 7' - 2" 2" TYP. SCHEDULE SEE EQ EQ 9'-8" FLOOR LEVEL (VARIES) B6 A561 C6 A561 A6 A561 E6 A561 SA4 179 10'-4" G1 2" TYP. SCHEDULE SEE 7'-2" FLOOR LEVEL (VARIES) G1 SF24A EQEQ 10'-2" 2" TYP. SCHEDULE SEEEQEQ 178G1G1 SF24B B6 A561 E6 A561 A6 A561 A2 A561 TYP SA4.1 SF25 SF26 G1G1G1G1 FLOOR LEVEL (VARIES) EQ EQ EQ EQ EQ G1 7' - 2" 2" TYP. B6 A561 E6 A561 A5 A561 C6 A561 170.2 G1 G1 SCHEDULE SEE 1' - 2"2" TYP.5' - 2" 10' - 0" SA6.1 SB3.1 SA6.1 18'-0" FLOOR LEVEL (VARIES) B5 A541 E6 A561 A6 A561 A2 A561 TYP B6 A561 SF28 G1170AG1 SF27 G1170BG1 10'-0"10'-0 1/4" SCHEDULE SEE EQEQ SCHEDULE SEE EQEQ 7'-2" 2" TYP. SA4.1 SF29 170.1G1 G1 FLOOR LEVEL (VARIES) 7' - 2" EQ SCHEDULE SEE EQ 9' - 0" 2" TYP. B6 A561 C6 A561 A6 A561 SA4.1 11'-8" 204 7' - 2" SF35 G1G1 2" TYP. SCHEDULE SEE EQ EQ FLOOR LEVEL (VARIES) 4 1/2" D6 A561 A2 A561 TYP A6 A561 E6 A561 SA4.1 206 4'-5 1/2" 7'-2" SF36 G1 SCHEDULE SEE D6 A561 4 1/2" 9" A2 A561 TYP A6 A561 9'-11 1/2" 208 SF37 G1 G1 EQ EQ SCHEDULE SEE 9'-11 1/2" EQ EQ 210 SF38 G1 G1 SCHEDULE SEE 10'-5 1/2" EQEQ 212 SF39 G1 G1 SCHEDULE SEE 2" TYP. FLOOR LEVEL (VARIES) E6 A561 B5 A541 SA4.1 G1214G1G1 SF40 2" TYP. SCHEDULE SEE EQ EQ EQ 13' - 11 1/2" 7' - 2" SF41 G1216G1G1 13' - 11 1/2" 218 SF42 G1G1G1 EQ EQ EQ 12' - 4" FLOOR LEVEL (VARIES) E6 A561 B6 A561 A2 A561 TYP A6 A561 SCHEDULE SEE EQEQEQ SCHEDULE SEE B5 A541 SA4.1 FLOOR LEVEL (VARIES) E5 A561 A2 A561 TYP A6 A561 7'-5" SCHEDULE SEE 2" TYP.3'-11" 7'-2" SF18 SA4 G1 134 1-U.3 1-U.4 SF31 G2 G2 G2 G2 G2 G2 G2 G2 1' - 4" 7' - 2" 8' - 6" 2" TYP. FLOOR LEVEL (VARIES) EQ SCHEDULE SEE EQ SCHEDULE SEE EQ VERIFY 16'-9 1/2" B6 A561 C6 A561 A6 A561 1-U.1 1-U.2 SF30 G2 G2 G2 G2 G2 G2 G2 G2 1' - 4" 7' - 2" 8' - 6" EQ SCHEDULE SEE EQ SCHEDULE SEE EQ VERIFY 16'-3" 2" TYP. FLOOR LEVEL (VARIES) B6 A561 C6 A561 A6 A561 SF19A G1G1 7' - 2" FLOOR LEVEL (VARIES) SCHEDULE SEE 2" TYP. 10'-3" EQ EQ 114A B6 A561 C6 A561 A6 A561 E6 A561 SA4 SF01 022 G1 G1 G1 7' - 2" 13'-3 1/2" 4' - 2" 3' - 0" FLOOR LEVEL (VARIES) SCHEDULE SEE C6 A561 A4 A561 A5 A561 E6 A561 EQ EQ EQ 2" TYP. SA6 EQ EQ 016 G1 G1 SF06 FLOOR LEVEL (VARIES) SCHEDULE SEE 2" TYP. 3' - 0" 4' - 2" 7' - 2" 8'-10" D6 A561 C6 A561 A5 A561 E6 A561 SA6 SF07 G1 G1G1G1G1G1G1G1 FLOOR LEVEL (VARIES) 25'-9" 3' - 0" 4' - 2" 4 1/2" 7' - 2" EQEQEQEQEQEQEQEQ2" TYP. D6 A561 E6 A561 C5 A561 C6 A561 A5 A561 SA6 G1 1/4" SINGLE CLEAR GLAZING MINIMUM PANE THICKNESS OR AS REQUIRED FOR GLASS SIZES INDICATED - TEMPERED GLAZING TYPE LEGEND G2 1" INSULATED GLAZING UNIT - TEMPERED G3 1/2" SINGLE PANE CLEAR GLAZING - TEMPERED G4 GLAZING AS REQUIRED TO MAINTAIN 90 MINUTE DOOR AND FRAME RATING SF19B G1 G1 G1 7' - 2" 1' - 4" 10'-7" EQ EQ EQ C5 A561 C6 A561 E6 A561 A5 A561 FLOOR LEVEL (VARIES) 2" TYP. SA4 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A604 Window Types & Glazing Schedule 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GLAZING GENERAL NOTES 1 CONTRACTOR TO CONFIRM AND VERIFY QUANTITIES OF ALL GLAZING TYPES 2 ALL GLAZING DIMENSIONS TO BE FIELD VERIFIED PRIOR TO BIDDING, ORDERING, AND INSTALLING 3 ROUGH OPENING REQUIREMENTS SHALL BE COORDINATED WITH WINDOW MANUFACTURER, TYP 4 ALL CURTAINWALL SYSTEMS REQUIRE DELEGATED DESIGN SUBMITTAL 5 SEE DOOR SCHEDULE FOR SCHEDULED GLAZING WITHIN DOORS 6 SEE FLOOR PLAN AND ELEVATIONS FOR WALL TYPE AND MATERIAL CONDITION IN REFERING TO WINDOW AND STOREFRONT DETAILS 7 ALL GLAZING SHALL BE FULLY TEMPERED IN ACCORDANCE WITH IBC 2406.4 8 JOINTS AROUND STOREFRONTS ARE TO BE EVEN AND EQUAL. NO VARYING WIDTHS. 9 CLEAR SILICONE CAULK AT BUTT GLAZING. BLACK AT STOREFRONT EDGES. 10 HORIZONTAL STOREFRONT MULLIONS ARE 2" X 4 1/2", TYPICAL. 11 VERTICAL STOREFRONT MULLIONS ARE 2" X 4 1/2", TYPICAL, UNLESS OTHERWISE NOTATED. SF50 G1288A 9'-9" SCHEDULE SEE 6' - 3" 7' - 2" 2" TYP. B6 A561 A2 A561 TYP A6 A561 SA4.1 3' - 5 1/2" SCHEDULE SEE 6' - 11 1/2" 3' - 5 1/2" SCHEDULE SEE 6' - 11 1/2" 3' - 5 1/2" SCHEDULE SEE 6' - 11 1/2" 3' - 5 1/2" SCHEDULE SEE 6' - 11 1/2" 7' - 2" 2" TYP. B5 A541 SF52 G1 288E SF54 288G SF53 288F SF51 G1 288D B6 A561 A6 A561 A2 A561 TYP SA4.1 5'-4 1/2"9'-5" 2" TYP.1'-10 1/2" SCHEDULE SEE SCHEDULE SEE EQ EQ 7' - 2" SF67 G1252AG1 SF66 G1 252B C5 A561 E6 A561 A5 A541 B5 A561 SA4.1 8'-2 1/2" 7' - 2" 252C 4'-8 1/2" SCHEDULE SEE 2" TYP. SF68 G1 B6 A561 A6 A561 C6 A561 SA4.1 20'-11" 7' - 2" EQEQEQEQEQ SCHEDULE SEE4 1/2"1' - 0"2" TYP. SF60 G1270.1 G1 G1 G1 G1G1 B6 A561 E6 A561 C6 A561 A6 A561 D6 A561 SA4.1 7' - 2" 3'-10 1/2" 4 1/2"3'-1 1/2"4 1/2" 2" 2" G1 D6 A561 C6 A561 A6 A561SF59 SA4.1 SF63 G1268G1 SF62 G1267G1 SF61 G1266G1 10' - 3 1/4"10' - 0 3/4"9' - 9 3/4" SCHEDULE SEE EQEQ SCHEDULE SEE EQEQ SCHEDULE SEE EQEQ 7' - 2" B6 A561 E6 A561 A2 A561 TYP A6 A561 2" TYP. SA4.1 8'-8 1/2" 269 SCHEDULE SEE EQEQ 34'-4 1/2" 4 1/2"EQ EQ EQ EQ EQ EQ EQ EQ SCHEDULE SEE 7' - 2" 2" TYP. SF58 G1G1 SF57 G1 270.2G1G1G1G1G1G1G1 B6 A561 E6 A561 A5 A541 C6 A561 A6 A561 D6 A561 SA4.1 SF55A G1270H 8'-2 1/2" SCHEDULE SEE 4'-8 1/2" 7' - 2" B6 A561 A6 A561 A2 A561 TYP SA4.1 SF55B G1 270G 5'-11" 2'-5" SCHEDULE SEE 2" TYP. EQ EQ EQ EQ EQ EQ EQ EQ 7' - 2" 36'-4" SF70 G1 G1 G1 G1 G1 G1 G1 G1 2" TYP.4 1/2" D6 A561 E5 A561 C6 A561 A6 A561 SA4.1 11'-7" 304302 6'-10" 7'-2" SF72 G1G1 SF71 G1 EQEQ SCHEDULE SEE 2" TYP.4 1/2"3'-1 1/2" SCHEDULE SEE B5 A541 D6 A561 E6 A561 A6 A561 A2 A561 TYP SA4.1 13'-1 1/4"10'-5 1/2"9'-5"10'-4 1/4" 7'-2" 314 316 318 320 SF73 G1G1 SF74 G1G1 SF75 G1G1 SF76 G1G1 EQ EQ EQ SCHEDULE SEE EQ EQ SCHEDULE SEE EQ EQ SCHEDULE SEE EQ EQ SCHEDULE SEE 2" TYP. B6 A561 E6 A561 B5 A541 A6 A561 A2 A561 TYP SA4.1 G1 EQ EQ EQ EQ EQ EQ EQ EQ EQ SCHEDULE SEE EQEQ 2'-4 1/2" SCHEDULE SEE 4 1/2" 23'-8"14' - 10"7' - 2 1/2"6'-3" 7' - 2" 4' - 2" 3' - 0" SF79 G1G1 SF77 G1 SF78 326G1G1G1 SF80 G1 G1G1 G1 G1G1 328 B6 A561 E6 A561 B5 A541 D6 A561 A4 A561 A5 A561 C6 A561 A6 A561 C6 A561 B6 A561 A4 A561 SA4.1 SA6.1 2" TYP. 27'-2" 7' - 2" 4 1/2"EQ EQ EQ EQ EQ EQ EQ 4 1/2" SF81 G1 G1 G1 G1 G1 G1 D6 A561 D6 A561 E6 A561 A6 A561 C6 A561 SA4.1 2" 2" G1 36'-7 1/2" 7' - 2" EQEQEQEQEQEQEQEQEQ SF69 G1 G1 G1 G1 G1 G1 G1 G1 G1 B6 A561 E6 A561 C6 A561 A6 A561 SA4.1 7' - 2" 226G1G1 EQEQ SCHEDULE SEE 2" TYP. 11'-4 1/2" B6 A561 E6 A561 A6 A561 C6 A561 SF43 SA4.1 G17'-2" EQEQ 4 1/2"2" TYP. 6'-5 1/2" D6 A561 E6 A561 B6 A561 A6 A561 A6 A561 SF44 G1 SA4.1 7' - 2" G1G1228 G1 G1G1G1 G1G1G1G1 4 1/2"EQ EQ SCHEDULE SEE EQ EQ 2" TYP. 20'-3" SF45 SF46 EQ EQ EQ EQ EQ EQ 28' - 3" 2" TYP. D6 A561 B6 A561 E6 A561 A6 A561 C6 A561 SA4.1 4'-6" 7'-2" SF47 G1 4 1/2"3'-11 1/2"2" TYP. B6 A561 D6 A561 C6 A561 A6 A561 SA4.1 EQ EQ EQ EQ EQ EQ EQ 29'-7" SF49 G1 SF48 G1 G1 G1 G1 G1 G1 G1G1 EQEQ 8'-7 1/2" OPEN TO BEYOND D6 A561 E6 A561 B6 A561 B6 A561 A6 A561 2" TYP.4 1/2" 7' - 2" SA4.1 G1 1/4" SINGLE CLEAR GLAZING MINIMUM PANE THICKNESS OR AS REQUIRED FOR GLASS SIZES INDICATED - TEMPERED GLAZING TYPE LEGEND G2 1" INSULATED GLAZING UNIT - TEMPERED G3 1/2" SINGLE PANE CLEAR GLAZING - TEMPERED G4 GLAZING AS REQUIRED TO MAINTAIN 90 MINUTE DOOR AND FRAME RATING EQEQEQEQ 5' - 0" SCHEDULE SEE 2" TYP. 19' - 8 1/2"8'-6" 7' - 2" SF64 G1 G1G1 G1 SF65 G1 256.2 E6 A561 B6 A561 B6 A561 A6 A561 C6 A561 256.1 SA4 SCHEDULE SEE 6'-10"7'-10 1/2"15'-1" 7' - 2" EQ EQ EQ EQ EQ EQ EQ EQ4 1/2" SF84 G1 G1G1 G1 SF82 G1 G1 SF83 G1G1 D6 A561 B6 A561 E6 A561 C6 A561 A6 A561 B6 A561 2"TYP. SA4.1 332 334 336 338 340 11'-11 1/2"11'-3 1/2"11'-8 1/2"11'-8 1/2"11'-8 1/2"8'-4 1/2" 4' - 10 1/2" SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEEEQEQEQEQEQEQEQEQEQEQ 7' - 2" 2" TYP. SF86 G1G1 SF87 G1G1 SF88 G1G1 SF89 G1G1 SF90 G1G1 SF85 330G1 B6 A561 A2 A561 TYP A6 A561 B5 A541 SA4.1 EQ EQ EQ SCHEDULE SEE 2" TYP. 15' - 0" 7' - 2" SF91 344G1G1G1 B6 A561 A6 A561 C6 A561 E6 A561 SA4 SF56 G1 SA4.1 G1 G1 10'-0 1/2" EQEQEQ 2" TYP. 7'-2" E6 A561 B6 A561 C6 A561 A6 A561 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A605 Window Types & Glazing Schedule 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GLAZING GENERAL NOTES 1 CONTRACTOR TO CONFIRM AND VERIFY QUANTITIES OF ALL GLAZING TYPES 2 ALL GLAZING DIMENSIONS TO BE FIELD VERIFIED PRIOR TO BIDDING, ORDERING, AND INSTALLING 3 ROUGH OPENING REQUIREMENTS SHALL BE COORDINATED WITH WINDOW MANUFACTURER, TYP 4 ALL CURTAINWALL SYSTEMS REQUIRE DELEGATED DESIGN SUBMITTAL 5 SEE DOOR SCHEDULE FOR SCHEDULED GLAZING WITHIN DOORS 6 SEE FLOOR PLAN AND ELEVATIONS FOR WALL TYPE AND MATERIAL CONDITION IN REFERING TO WINDOW AND STOREFRONT DETAILS 7 ALL GLAZING SHALL BE FULLY TEMPERED IN ACCORDANCE WITH IBC 2406.4 8 JOINTS AROUND STOREFRONTS ARE TO BE EVEN AND EQUAL. NO VARYING WIDTHS. 9 CLEAR SILICONE CAULK AT BUTT GLAZING. BLACK AT STOREFRONT EDGES. 10 HORIZONTAL STOREFRONT MULLIONS ARE 2" X 4 1/2", TYPICAL. 11 VERTICAL STOREFRONT MULLIONS ARE 2" X 4 1/2", TYPICAL, UNLESS OTHERWISE NOTATED. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A611 Finish Schedules, Accessory Schedules 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCHEDULED MATERIALS AND FINISHES SHALL BE USED FOR BASIS OF DESIGN U.N.O. FINISH SCHEDULE CODE PRODUCT TYPE MANUFACTURER STYLE COLOR SPECIFICATION FINISH NOTES/ REMARKS DIVISION 03 - CONCRETE CNC-01 SEALED CONCRETE EXISTING CONCRETE FLOOR TO BE PREPED FOR SEALED CONCRETE, CARPET TILE GLUE REMOVED, ETC. DIVISION 06 - WOODS, PLASTICS & COMPOSITES FRP-01 FIBER-GLASS REINFORCED PANEL MARLITE SMOOTH S100G WHITE @ ALL JANITOR SINKS, COORDINATING FACTORY TRIM PROVEDED AT ALL OUTSIDE EDGES, INSTALLATION PER MANUFACTURERS INSTRUCTIONS PL-01 PLASTIC LAMINATE FORMICA STANDARD HPL | MATTE FINISH PLATINUM 902-58 BASE CABINETS PL-02 PLASTIC LAMINATE FORMICA STANDARD HPL | MATTE FINISH PALOMA POLAR COUNTERTOPS PL-03 PLASTIC LAMINATE NEVAMAR STANDARD HPL - S7040-T SPA WHITE UPPER CABINETS PL-04 PLASTIC LAMINATE WILSONART STANDARD HPL LANDMARK WOOD 7981 WV-01 WOOD VENEER RIFT CUT, WHITE OAK STAINED TO MATCH ARCHITECT SAMPLE, CLEAR FINISH GRAIN TO RUN VERTICAL DIVISION 08 - OPENINGS GP-01 GLASS PANEL 3FORM LOW IRON GLASS, MONOLITHIC ARCTIC BLUE 1/4" GAUGE, SATIN FINISH, FOLLOW MANUFACTURERS INSTRUCTIONS FOR CUTTING GP-02 GLASS PANEL 3FORM LOW IRON GLASS, MONOLITHIC POLAR D04 1/4" GAUGE, SATIN FINISH, FOLLOW MANUFACTURERS INSTRUCTIONS FOR CUTTING DIVISION 09 - BASE & TRANSITIONS TS-01 METAL COVE BASE SCHLUTER DILEX-AHK SATIN ANNODIZED ALUMINUM HEIGHT TO MATCH MATERIAL THICKNESS. INTSTALL PER MANUFACTURERS INSTRUCTIONS. TS-02 METAL FLOOR TRANSITION STRIP SCHLUTER SCHIENE SATIN ANNODIZED ALUMINUM HEIGHT TO MATCH MATERIAL THICKNESS. INTSTALL PER MANUFACTURERS INSTRUCTIONS. TS-03 METAL EDGE TRIM SCHLUTER JOLLY SATIN ANNODIZED ALUMINUM HEIGHT TO MATCH MATERIAL THICKNESS. INTSTALL PER MANUFACTURERS INSTRUCTIONS. RE: INTERIOR DETAILS FOR INSTALLATION LOCATION TYPES, RE: ELEVATIONS FOR LOCATIONS TS-04 RUBBER FLOOR TRANSITION JOHNSONITE SLT-XX-L 29 MOON ROCK WG CARPET TO CONCRETE/SUBFLOOR TRANSITION, 100% VULCANIZED RUBBER TRANSITION STRIP, INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND INTERIOR DETAILS FOR LOCATIONS/INSTANCES, CONTRACTOR TO VERIFY PRODUCT FIT WITH SCHEDULED FLOORING TS-05 RUBBER FLOOR TRANSITION JOHNSONITE SLT-XX-C 29 MOON ROCK WG CARPET TO LVT TRANSITION, 100% VULCANIZED RUBBER TRANSITION STRIP, INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND INTERIOR DETAILS FOR LOCATIONS/INSTANCES, CONTRACTOR TO VERIFY PRODUCT FIT WITH SCHEDULED FLOORING TS-06 RUBBER FLOOR TRANSITION JOHNSONITE CTA-XX-L 29 MOON ROCK WG WOOD FLOOR TO CARPET TRANSITION, 100% VULCANIZED RUBBER TRANSITION STRIP, INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND INTERIOR DETAILS FOR LOCATIONS/INSTANCES, CONTRACTOR TO VERIFY PRODUCT FIT WITH SCHEDULED FLOORING TS-07 RUBBER STAIR NOSING JOHNSONITE VCD-XX 29 MOON ROCK WG 100% VULCANIZED RUBBER TRANSITION STRIP, INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND INTERIOR DETAILS FOR LOCATIONS/INSTANCES, CONTRACTOR TO VERIFY PRODUCT FIT WITH SCHEDULED FLOORING WB-01 RUBBER WALL BASE TARKETT/JOHNSONITE 4" TRADITIONAL WALL BASE, WITH TOE 34 ALMOND INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND ELEVATIONS FOR LOCATIONS WB-02 TILE BASE EMSER BORIGNI GRAY 3"X12", INSTALL ADJACENT TO TL-01 FLOOR TILE, DO NOT INSTALL BELOW TL-02 WALL TILE, TS-03 REQUIRED AT TOP EDGE IF UNFINISHED/RAW WB-03 RUBBER WALL BASE TARKETT/JOHNSONITE 4" TRADITIONAL WALL BASE WITH TOE 18 NAVY BLUE INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND ELEVATIONS FOR LOCATIONS COORDINATES WITH PNT-04 WB-04 RUBBER WALL BASE TARKETT/JOHNSONITE 4" TRADITIONAL WALL BASE WITH TOE TA5 COLONIAL GREY CG INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND ELEVATIONS FOR LOCATIONS COORDINATES WITH PNT-05 AND GRAY LAMINATE (PL-01) WB-05 WOOD WALL BASE N/A 4" MDF WALL BASE, EASED SQUARE EDGE PAINTED TO MATCH PNT-01 @LEVEL 1 FIREPLACE WALL BASE, RE: ELEVATIONS + FINISH PLANS FOR ALL LOCATIONS WB-06 WOOD WALL BASE N/A 4" MDF WALL BASE, EASED SQUARE EDGE PAINTED TO MATCH PNT-04 @LEVEL 1 CIRC AREA GYP WALL, RE: ELEVATIONS + FINISH PLANS FOR LOCATIONS WB-07 WOOD WALL BASE N/A 4" MDF WALL BASE WOOD VENEER FINISH, WV-01 SQUARE, EASED EDGE @RE: FINISH PLANS AND ELEVATIONS FOR LOCATIONS WB-08 RUBBER WALL BASE TARKETT/JOHNSONITE 4" TRADITIONAL WALL BASE WITH TOE TANNER WB TA1 INSTALLATION PER MANUFACTURERS INSTRUCTIONS, RE: FINISH PLANS AND ELEVATIONS FOR LOCATIONS COORDINATES WITH WV-01 MILLWORK DIVISION 09 - CEILINGS ACP-01 ACOUSTICAL CEILING PANEL USG 2110 RADAR WHITE 24" X 24" USG 15/16" DONN SUSPENSION SYSTEM ACP-02 ACOUSTICAL CEILING PANEL ARMSTRONG TECTUM PAINT TO MATCH ADJACENT CEILING COLOR 1" THICK HIGH NRC PANELS WITH SQUARE EDGE DIVISION 09 - FLOORS CPT-01 CARPET TILE INTERFACE SILVER LININGS SL920 | #138780AK00 104514 NICKEL LINE 25CM X 1M, ASHLAR INSTALLATION, DIRECT GLUE, INSTALLATION PER MANUFACTURERS INSTALLATION INSTRUCTIONS, RE: FINISH PLANS FOR LOCATIONS AND INSTALLATION DIRECTION CPT-02 CARPET TILE INTERFACE UR501 | #127340AK0 103616 NAVY 25CM X 1M, ASHLAR INSTALLATION, DIRECT GLUE, INSTALATION PER MANUFACTURERS INSTALLATION INSTRUCTIONS, RE: FINISH PLANS FOR LOCATIONS AND INSTALLATION DIRECTION CPT-03 CARPET TILE INTERFACE UR501 | #127340AK0 103616 NAVY 25CM X 1M, ASHLAR INSTALLATION, DIRECT GLUE, INSTALATION PER MANUFACTURERS INSTALLATION INSTRUCTIONS, RE: FINISH PLANS FOR LOCATIONS AND INSTALLATION DIRECTION EM-01 CARPET TILE INTERFACE STEP REPEAT 104940 IRON 19.69" X 19.69", MONOLITHIC INSTALLATION PATTERN, DIRECT GLUE, INSTALLATION PER MANUFACTURERS INSTALLATION INSTRUCTIONS, RE: FINISH PLANS FOR LOCATIONS AND INSTALLATION DIRECTION RF-01 LUXURY VINYL TILE TARKETT ID LATITUDE WOOD BRINED 4692 6"X48", 20 MIL, ASHLAR INSTALLATION, RE: FINISH PLANS FOR LOCATIONS AND FLOORING DIRECTION, DIRECT GLUE, INSTALLATION PER MANUFACTURERS INSTRUCTIONS WDF-01 ENGINEERED WOOD FLOOR UPTOWN FLOORS AUTHENTIC AMERICAN WITH CONTRASTING WOOD PEGS WHITE OAK RICH RESERVE ENGINEERED, 3/4" X 6 1/4" WIDTH, FINISH BY MFGR TWO WOOD PEGS AT END OF EACH BOARD DIVISION 09 - PAINT & WALLCOVERING PNT-01 FIELD WALL PAINT SHERWIN-WILLIAMNS CASHMERE OYSTER BAR SW7565 MEDIUM LUSTRE PNT-02a FIELD CEILIING PAINT SHERWIN-WILLIAMNS BYUI STANDARD FOR CEILING PAINT OYSTER BAR SW7565 FLAT FINISH PNT-02b EXPOSED WAFFLE CEILING PAINT SHERWIN-WILLIAMNS BYUI STANDARD FOR CEILING PAINT DORIAN GRAY SW7017 FLAT FINISH PNT-02c ACCENT CEILING PAINT SHERWIN-WILLIAMNS BYUI STANDARD FOR CEILING PAINT TO MATCH: BENJAMIN MOORE 2063-20 DOWNPOUR BLUE FLAT FINISH PNT-03 TRIM PAINT (HOLLOW METAL DOORS/ FRAMES) SHERWIN-WILLIAMNS BYUI STANDARD FOR DOOR + DOOR FRAME PAINT OYSTER BAR SW7565 ACRYLIC, DTM, MEDIUM LUSTRE PNT-04 ACCENT PAINT SHERWIN WILLIAMS CASHMERE TO MATCH: BENJAMIN MOORE 2063-20 DOWNPOUR BLUE PNT-05 ACCENT PAINT SHERWIN WILLIAMS CASHMERE DORIAN GRAY SW7017 PNT-06 ACCENT PAINT SHERWIN WILLIAMS CASHMERE TO MATCH: BENJAMIN MOORE 2005-10 RED ROCK WC-01 WALL COVERING KOROSEAL WALLTALKER: JUST-RITE, JR60-00 WHITE LEVEL 5 FINISH PROVIDED ON GYP SURFACE, INSTALLATION PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, RE: ELEVATIONS AND FINISH PLANS FOR LOCATIONS, MUD/SUBSTRATE PROVIDED AT CMU BLOCK WALLS WC-02 WALL COVERING FORBO BULLETIN BOARD OYSTER SHELL 2206 RE: ELEVATIONS FOR LOCATIONS, INSTALLATION PER MANUFCATURERS INSTRUCTIONS WC-03 WALL COVERING HOVIA SAFARI (KIDS MAP WALLPAPER MURAL) CUSTOM FIT TO WALL LEVEL 5 FINISH, RE: ELEVATIONS FOR LOCATIONS, INSTALLATION PER MANUFCATURERS INSTRUCTIONS DIVISION 09 - TILE TL-01 FLOOR TILE EMSER TILE BORIGNI GRAY SATIN, 12"X23", STACKED BOND INSTALLATION, GROUT: , RE: FINISH PLANS FOR LOCATIONS TL-02 WALL TILE DALTILE COLOR WHEEL K775 MATTE BISCUIT 4"X12",VERTICAL STACKED BOND INSTALLATION, RE: ELEVATIONS + FINISH PLANS FOR LOCATIONS, FULL TILE AT TOP ROW DIVISION 10 - SPECIALTIES CG-01 CORNER GUARD TO MATCH BYUI STANDARD STAINLESS STEEL 1 1/2"x1 1/2"x8', INSTALLED AT ALL OUTSIDE CORNERS IN PUBLIC SPACES PR-01 PICTURE RAIL SP-01 PARTITION WALL B+N INDUSTRIES SORBETTI 2.0 POLES: BLACK ANODIZED - 039, PANELS: TRANSLUCENT FLOOR TO CEILING POLES, RE: RCP'S FOR HEIGHT, RE: ELEVATIONS FOR QTY, SPANNING TRANSULCENT PANELS, RE: ELEVATIONS FOR QTY, 48"X96" TRANSLUCENT PANELS SP-02 PARTITION WALL B+N INDUSTRIES SORBETTI 2.0 POLES: BLACK ANODIZED - 039, PANELS: TRANSLUCENT FLOOR TO CEILING POLES, RE: RCP'S FOR HEIGHT, RE: ELEVATIONS FOR QTY, SPANNING TRANSULCENT PANELS, RE: ELEVATIONS FOR QTY, CUSTOM SIZE 24"X48" TRANSLUCENT PANELS SP-03 SLAT DISPLAY WALL ULINE SLATWALL PANELS H-4776 PAINT READY PAINTED WITH PNT-05 (DORIAN GRAY SW7017)4X8 PANELS, HORIZONTAL WALL SLATS FOR DISPLAY, ALUMINUM SLATWALL INSERTS #H-5064, PROVIDED AT EACH CHANNEL, INSTALLATION PER MANUFACTURERS RECOMMENDATION, DISPLAY ACCESSORIES TO BE COORDINATED WITH OWNER/ARCHITECT DIVISION 12 - FURNISHINGS FB-01 UPHOLSTERY FABRIC JUSTIN DAVID PATTON OCEANIC @BOOTH SEAT FB-02 UPHOLSTERY FABRIC MAHARAM COLUMN 466192 007 NAVY @ BOOTH SEAT BACK, STRIPES IN PATTERN TO RUN VERTICAL RS-01 ROLLER SHADES DRAPER SINGLE SHADE 3% OPENESS, MANUAL SCREEN FABRIC: MERMET E SCREEN, PEARL GRAY SURFACE MOUNT WITH FASCIA COVER RS-02 ROLLER SHADES DRAPER DUAL SHADE 3% OPENESS + BLACKOUT, MANUAL SCREEN FABRIC: MERMET E SCREEN, PEARL GRAY - SS-01 SOLID SURFACE COUNTERTOP WILSONART STANDARD MYSTIQUE 9200CS 1/2 THCKNESS, SQUARE, EASED EDGES SS-02 SOLID SURFACE WILSONART STANDARD RELAXED WHITE 9247SS 5/8" THICK STOCK CUT (NO EARS OR DRIP), 5/8" OVERHANG ST-01 QUARTZ COUNTERTOP DALTILE ONE QUARTZ NQ51 CABRINI GREY 2CM ST-02 QUARTZ COUNTERTOP DALTILE ONE QUARTZ NQ09 WOVEN WOOL 2CM ACCESSORY SCHEDULE CODE PRODUCT TYPE MANUFACTURER FINISH MAKE/MODEL COMMENTS 10.03 WALL MOUNTED SOAP DISPENSER OWNER PROVIDED/ OWNER INSTALLED 10.05 TOILET PAPER DISPENSER OWNER PROVIDED/ OWNER INSTALLED 10.06 PAPER TOWEL DISPENSER OWNER PROVIDED/ OWNER INSTALLED 10.08 42" GRAB BAR BOBRICK SATIN-FINISH STAINLESS STEEL B-2111 INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.09 18" GRAB BAR BOBRICK SATIN-FINISH STAINLESS STEEL B-2111 INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.10 36" GRAB BAR BOBRICK SATIN-FINISH STAINLESS STEEL B-2111 INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.15 BABY CHANGING STATION KOALABEAR STAINLESS STEEL KB310-SSRE INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.18 SANITARY NAPKIN DISPOSAL OWNER PROVIDED/ OWNER INSTALLED 10.20 FRAMELESS MIRROR N/A PENCIL EDGE GRIND CUSTOM FRAMELESS MIRROR ADHERED DIRECTLY TO FINISHED WALL, RE: ELEVATIONS FOR SIZES 10.40 ACTIVITY WALL PANEL LEARNING ADVANTAGE GREEN CROCODILE ACTIVITY WALL PANEL INSTALL PER MANUFACTURER'S RECOMMENDATIONS, CONTRACTOR TO PROVIDE BLOCKING 11.09 ELECTRIC FIREPLACE CORRETTO BLACK 72" CORRETTO WALL-MOUNT ELECTRIC FIREPLACE BY REAL FLAME, MODEL #1360E INSTALL PER MANUFACTURER'S RECOMMENDATIONS HARDWARE SCHEDULE PRODUCT TYPE MODEL FINISH SPECIFICATIONS CABINET PULL AMEROCK EDGE PULL SATIN NICKEL 3.75" CABINET LOCKS OLYMPUS LOCKS PER CAMPUS STANDARD DESK GROMMET MOCKETT MAX2/A SMALL SQUARE DESK GROMMET SATIN ALUMINUM 94 3 15/16" WALL HOOKS RICHELIEU DOUBLE ROBE HOOK, NH1253021195 BRUSHED NICKEL RE: ELEVATIONS FOR QTY PICTURE RAIL AS HANGING DISPLAY SYSTEMS, DROP CEILING TRACK #A1080HF WHITE PICTURE RAIL AS HANGING DISPLAY SYSTEMS DISPLAY REVEAL #A1025 STANDARD FINISH SIGN TYPE SIGN TEXT REFERENCE QTY LOCATION DESCRIPTION / REMARKS A1 (VINYL WALL GRAPHIC)B2/A412 1 TUTORING ADMIN OPEN AREA 160 FULL COLOR PRINTED VINYL WALL GRAPHIC. SEE INTERIOR ELEVATIONS FOR DIMENSIONS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. A2 (VINYL WALL GRAPHIC)D2/A414 1 MATH LAB RECEPTIONIST 175 FULL COLOR PRINTED VINYL WALL GRAPHIC. SEE INTERIOR ELEVATIONS FOR DIMENSIONS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. A3 (VINYL WALL GRAPHIC)E1/A421 1 COLLABORATIVE SPACE 188 FULL COLOR PRINTED VINYL WALL GRAPHIC. SEE INTERIOR ELEVATIONS FOR DIMENSIONS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. A4 (VINYL WALL GRAPHIC)E3/A421 1 TRAINING AREA 190 FULL COLOR PRINTED VINYL WALL GRAPHIC. SEE INTERIOR ELEVATIONS FOR DIMENSIONS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. A5 (VINYL WALL GRAPHIC)B5/A414 1 RECEPTION 270A FULL COLOR PRINTED VINYL WALL GRAPHIC. SEE INTERIOR ELEVATIONS FOR DIMENSIONS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. B1 (GLASS SAFETY GRAPHIC)A1/A710 SEE WINDOW TYPES MULTIPLE (ON APPROX 75 WINDOW TYPES) DUSTED CRYSTAL VINYL. 3" TALL X CONTINUOUS ACROSS EACH INTERIOR FULL HEIGHT (7'-2") GLASS PANE. B2 (GLASS ENTRY GRAPHIC)A4/A710 SEE WINDOW TYPES MULTIPLE (ON APPROX 62 DOORS)DUSTED CRYSTAL VINYL ON EACH ENTRY DOOR ADJACENT TO FULL HEIGHT GLASS PANELS. VINYL SIZE FOR EACH DOOR 24" WIDE X 8" TALL. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. C1 (OFFICE SIDELIGHT PRIVACY FILM)A601; A602 SEE A601 & A602 MULTIPLE DUSTED CRYSTAL VINYL ON SIDELITE OF EACH TYPE F2 DOOR FRAME. SEE FRAME TYPES FOR DIMENSIONS C2 (OFFICE DOOR PRIVACY FILM)A601; A602 SEE A601 & A602 MULTIPLE DUSTED CRYSTAL VINYL ON THE LITE OF EACH TYPE D1 DOOR. SEE DOOR TYPES FOR DIMENSIONS E1 BYU-IDAHO B3/A415 1 CIRCULATION 110 15" TALL BYU-IDAHO LOGO. 1/4" THICK STUD MOUNTED CLEAR ANODIZED ALUMINUM LETTERS E2 MCKAY LIBRARY B3/A415 1 CIRCULATION 110 4" TALL 1/4" THICK STUD MOUNTED CLEAR ANODIZED ALUMINUM LETTERS IN NEWS GOTHIC MEDIUM FONT F MATH STUDY CENTER D2/A414 1 MATH LAB RECEPTIONIST 175 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. "MATH" 12" TALL. "STUDY CENTER" 8" TALL. G INFO TECH D2/A414 1 IT HELP DESK 176 12” TALL 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. H ACADEMIC SUCCESS AND TUTORING B2/A412 1 TUTORING ADMIN OPEN AREA 160 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. "ACADEMIC SUCCESS" 12" TALL. "AND TUTORING" 8" TALL. J PRESENTATION PRACTICE D2/A422 1 WORKSPACE 156 12" TALL CUT VINYL ON GLASS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. K VOLUNTEER CONNECTION CENTER E3/A421 1 WORKSTATIONS / FLEX SPACE 192 12” TALL 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. L COLLEGE SUCCESS E3/A421 1 TRAINING AREA 190 12” TALL 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. M OFFICE OF ACADEMIC SUCCESS AND INTERDISCIPLINARY STUDIES E1/A421 1 COLLABORATIVE SPACE 188 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. SEE ELEVATIONS FOR LETTER HEIGHTS. N STUDY SKILLS AND READING CENTER 1 STUDY SKILLS 252 12" TALL CUT VINYL ON GLASS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. P ENGLISH TRANSITION CENTER 1 ENGLISH TRANSITION CETNER 288 12" TALL CUT VINYL ON GLASS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. Q WRITING CENTER 1 WRITING CENTER OPEN TUTORING 256 12" TALL CUT VINYL ON GLASS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. R OPEN TUTORING B5/A414 1 RECEPTION 270A 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. "OPEN" 8" TALL. "TUTORING" 12" TALL. S1 BOOK DROP SF10/A604 1 VESTIBULE 1-F 4" TALL CUT VINYL ON GLASS S2 BOOK DROP C2/A415 1 CIRCULATION 110 4" TALL 1/4" THICK STUD MOUNTED CLEAR ANODIZED ALUMINUM LETTERS IN NEWS GOTHIC MEDIUM FONT T SPECIAL COLLECTIONS A2/A422 1 SPECIAL COLLECTIONS 228 12” TALL 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. U1 FAMILY STUDY E4/A413 1 FAMILY STUDY 344 12” TALL 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. U2 (VINYL GLASS GRAPHIC)E4/A413 1 FAMILY STUDY 344 FULL COLOR PRINTED VINYL WALL GRAPHIC. SEE INTERIOR ELEVATIONS FOR DIMENSIONS. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. V INFORMATION A5/A412 2 3RD FLOOR DESK 4" TALL 1/4" THICK STUD MOUNTED CLEAR ANODIZED ALUMINUM LETTERS IN NEWS GOTHIC MEDIUM FONT W I SPY WITH MY LITTLE EYE… D4/A413 1 KIDS PLAY 344C 8” TALL 1” THICK CNC CUT MDF LETTERING PAINTED. COLOR BY ARCHITECT. RE: FINISH SCHEDULE. NEWS GOTHIC MEDIUM FONT. X (DEDICATION PLAQUE)2 TO BE COORDINATED WITH ARCHITECT 18" WIDE X 22" TALL X 1/4" ALUMINUM. LETTERING AND GRAPHICS TO BE MACHINED INTO ALUMINUM AND PAINTED BLACK. EXACT GRAPHIC TO BE PROVIDED AT A LATER TIME. Y (QUOTE - SEE ELEVATION)E1/A421 1 HALL 1-Y 5" TALL 1/4" THICK STUD MOUNTED CLEAR ANODIZED ALUMINUM LETTERS IN MINION REGULAR FONT **PRODUCTION FILES FOR SIGNAGE CAN BE PROVIDED BY ARCHITECT BY REQUEST ***SEE SHEET G015 FOR ADDITIONAL CODE REQUIRED SIGNS THIS DRAWING INDICATES SIGNAGE APPLICATION AT ONE WINDOW LOCATION TO COMMUNICATE DESIGN INTENT. GLASS SIZES AND QUANTITIES VARY. SEE WINDOW TYPES FOR DIMENSIONS AND GLASS CONFIGURATIONS AT ALL REQUIRED LOCATIONS OF THE SIGNAGE. 5'-4" 3" THIS DRAWING INDICATES SIGNAGE APPLICATION AT ONE WINDOW LOCATION TO COMMUNICATE DESIGN INTENT. GLASS SIZES AND QUANTITIES VARY. SEE WINDOW TYPES FOR DIMENSIONS AND GLASS CONFIGURATIONS AT ALL REQUIRED LOCATIONS OF THE SIGNAGE. 5'-4" 3" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A710 Signage Schedule and Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 3/4" = 1'-0"A4 SIGNAGE GLASS SAMPLE ELEVATION - TYPE B2 3/4" = 1'-0"A1 SIGNAGE GLASS SAMPLE ELEVATION - TYPE B1 1 G J L M N P Q E C 2 3 4 5 6 UNEXCAVATED 366 SF TIER 2 016 111 SF OFFICE 010 139 SF OFFICE 026A 207 SF OFFICE 011 209 SF BREAK ROOM 013 109 SF OFFICE 018 42 SF STORAGE 032 116 SF OFFICE 012 77 SF OFFICE 026C 179 SF STUDENTS 026F 258 SF TECH ROOM 024 207 SF SHORT TERM STORAGE 028 224 SF QA 022A 111 SF OFFICE 020 473 SF OPS 022 55 SF STORAGE 044 61 SF CUSTODIAL STORAGE 042 111 SF BDF 040 139 SF MEN'S RR 015 138 SF WOMEN'S RR 014 420 SF ELECTRICAL 038 66 SF CUSTODIAL 036 32 SF MECH CHASE 034 71 SF ELEV 0-J 296 SF STAIR 0-E 79 SF MECH CHASE O-F 203 SF STAIR 0-E 3,474 SF MECH ROOM 030 78 SF CHEMICALS ROOM O-D 592 SF IMAGING AND STORAGE 009 76 SF OFFICE 026D 74 SF OFFICE 026E 77 SF OFFICE 026B 154 SF HALL 0-C 128 SF HALL 0-D 163 SF FTE 026 42 SF HALL 0-B 56 SF HALL 0-A 137 SF HALL 0-G UNEXCAVATED EX:TC-03 TYP. 7 EX:TC-03 TYP. 16 TC-03 EX:TC-03 EX:TC-03 TYP. 5 CLT-05 TYP. 5 TC-03 TC-03 TC-03 TRND-03 TC-04 TYP. 4 TREC-02 TC-03 TC-03 TRND-03 TC-04 TYP. 4 EX:TC-03 TYP. 8 TC-034' - 0" EX: TC-07 TYP. 2 TYP. 3 EX: TC-07 TYP. 2 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A800 Level 00 Area A Furniture Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 00 Area A Furniture Plan KEY PLAN A B FURNITURE WILL BE A SEPARATE PACKAGE AFTER THE CD'S ARE COMPLETE. TYPE OF FURNITURE IS IN PROGRESS. FURNITURE IN THE FURNITURE PLANS ARE FOR TO HELP COORDINATE WITH CIRCULATION, QUANTITIES, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC... 1 G J L M NN PP QQ EE CC 2 3 4 51.5 6 OFFICE 129 OFFICE 130 OFFICE 131 STUDY (MED) 132 OFFICE 136 RECEPTION 134 OFFICE 138 CONFERENCE ROOM 140 BREAKROOM 142 STUDY (SM) 128 STUDY (MED) 124 STUDY (MED) 125 STUDY (SM) 126 STUDY (SM) 127 HD BOOK COLLECTION 122 VESTIBULE 1-F OFFICE 108INTER LIBRARY LOAN WORKSPACE 114 FAMILY RR 144 OPEN STUDY 122C OPEN STUDY 122B MENS 146 WOMENS 148 JANITORS OFFICE 147 HIGH DENSITY STORAGE AREA HIGH DENSITY STORAGE AREA HIGH DENSITY STORAGE AREA HIGH DENSITY STORAGE AREA OFFICE 106 OFFICE 104 CHECK-IN 112 OFFICE 114A MECH CHASE 1-G ELEVATOR 1-JSTAIR 1-H MECH CHASE 1-K Room 1-L Room 1-M CIRCULATION RECEPTION 110 RESERVE MEDIA 116 MECH 1-E HALLWAY 1-C STAIR 1-D ELEC ROOM 102 ENTRY HALL 120A STAIR 1-B VESTIBULE 1-A OPAC OPAC OPEN STUDY 120A OPEN STUDY 100 TUNNEL BELOW OPEN STUDY 122A OPEN STUDY 122A OPEN STUDY 118 EX:BT-01 EX:SC-06EX: SF-02 EX: SC-05 EX: SC-03 EX: TC-02 TYP.7 EX: SC-03 EX: SC-02 EX: TC-02 EX: TC-02 EX: TC-02 EX: TC-02 EX: TC-02 EX: TC-02 EX:PT-04 EX:TC-01 TYP.8 TC-01 TYP. 76 SF-01 LC-01 LC-02 TYP. 8 LC-04 LC-06 TYP. 8 TYP. 16 SF-01 LC-06 TYP. 10 TYP. 8 TC-05 TYP.25 COT-02 TC-03 TC-03 TC-04 TSQ-02TC-03GC-02 TYP. 8 TSQ-01 TYP. 2 TC-03TC-03 TRND-03 GC-02 TC-03 TSQ-01 TSQ-01 TSQ-01 TSQ-01 TSQ-01 TYP. 2 TYP. 2 TYP. 8 TYP. 8 TYP. 4 TYP. 4 TYP. 4 TYP. 4 TSQ-02 TYP. 14 TREC-11 OTT-02 TYP. 4TYP. 8 LT-01 TYP. 8 LT-02 TYP. 3 CST-01 TYP. 16 OTT-01 TQR-01 TYP. 24 TREC-12 CST-01 TYP. 8 CST-01 TREC-12 OTT-01 OTT-02 OTT-01 OTT-02 TYP. 8 GC-01 TC-03 TSQ-02 PT-04 TC-03 TC-03 TC-03 PT-04 TYP. 5 OTT-02 OTT-01 COF-01 TYP. 4 TYP. 2 TYP. 2 CST-02 TYP. 6 TREC-13 10.19 10.19 10.19 10.19 TUNNEL BELOW READING 150 TSQ-02 EX: TC-02 TYP. 2 TYP. 6 TYP 2 TYP 4 TYP 8 EX: ST-01 EX: TC-07 TYP. 2 EX: TC-07 EX: TC-07 TYP. 2 TYP. 2 TYP. 4 TYP. 2 EX: TC-07 TYP. 2 TYP. 16 TYP. 4 TYP. 4 LT-02 TYP. 3 TYP. 4 TYP. 4 TYP. 5 TYP. 3TYP. 7 TYP. 2 TYP. 3 TYP. 2 TYP. 2 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 TYP. 2 TYP. 3TYP. 3 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 BOOK MICROWAVE 2 STACK LOCKERS, FF% E PVC TC-03 TREC-14 TYP. 2 TC-03 B2 A431 TC-01TQR-01 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A801 Level 01 Area A Furniture Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 01 Area A Furniture Plan KEY PLAN A B FURNITURE WILL BE A SEPARATE PACKAGE AFTER THE CD'S ARE COMPLETE. TYPE OF FURNITURE IS IN PROGRESS. FURNITURE IN THE FURNITURE PLANS ARE FOR TO HELP COORDINATE WITH CIRCULATION, QUANTITIES, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC... KEYED NOTES 10.19 HIGH DENSITY LIBRARY MANUAL BOOK STORAGE - B.O.D. SPACE SAVER 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 K H F D B A STORAGE 170C STUDY 170B STUDY 170A CLASSROOM 168 CLASSROOM 166 ADJUNCT OFFICE 180 OFFICE 181 OFFICE 182 OFFICE 183 OFFICE 184 OFFICE 185 OFFICE 186 CONFERENCE ROOM 158 CONFERENCE 188B COLLABORATIVE SPACE 188 CLASSROOM 162 CLASSROOM 164 OFFICE 190B OFFICE 190A TRAINING AREA 190 OFFICE 192B SMALL MEETING 192A OFFICE 160A OFFICE 160B TUTORING ADMIN OPEN AREA 160 OFFICE 156FPRACTICE 156E WORKSPACE 156 STORAGE 156D DROP IN MATH LAB 170 WORKSTATIONS/ FLEX SPACE 192 CLASSROOM 172 STUDENT PREP 174 STUDY 178 STUDY 179 MATH LAB RECEPTION 175 I.T. HELP DESK 176 OFFICE 188A STORAGE 190C STORAGE 192C PRACTICE 156C PRACTICE 156B PRACTICE 156A ELECTRICAL 173 VESTIBULE 1-U HALL 1-X VESTIBULE 1-Z HALL 1-Y HALL 1-V MEN'S RESTROOM 154 WOMEN'S RESTROOM 152 HALL 1-P STAIRS 1-N ELEV 1-T ELEV EQUIP 08A MECH 08 EX:RT-02 D4 A802 EX: SC-01 LC-06 TYP. 4 LC-06 LC-06 TYP. 14 TYP. 28 TD-01 TC-02 TC-02TD-01 CLT-02 TC-01 TYP. 14 TYP. 28 CLT-02 TC-01 TYP. 14 TYP. 28 EX: TC-02 TYP. 8 TREC-04 CLT-06 TYP. 10 CLT-07 CLT-08 TYP. 24 TYP. 18 TREC-01 TC-01 TYP. 116 ST-01 ST-01 TYP. 3 ST-01 TYP. 2 TC-03 TC-03 TC-03TC-03TC-03TC-03 TC-03 TC-03 TC-05 TC-03 EX: TC-02 TYP. 5 TREC-04 TC-05 TYP. 4 TC-03TC-03TC-03 TC-05 TYP. 22 TREC-08 TC-05 TC-05 TYP. 13 TC-03 TC-05 COT-01 TYP. 10 TC-03 TC-01TRND-03CLT-06 TYP. 3 TYP. 24 TC-04 TC-04 TC-04 TC-04TREC-04 TREC-04 TREC-04 TREC-04 TC-03 TC-01 CLT-02 TC-01TSQ-02 TC-05 5' - 0" 6' - 6" TC-05 GC-03 ST-01 TYP. 4 TC-04 TYP. 4 CLT-02 TC-03 TC-02 TD-01 TC-01 TREC-04 CLT-05 TC-01 TC-02TD-01 EX: TC-02 TRND-02 TYP 2 TYP 2 TYP 2 TYP 2 TYP. 2 EX: TC-07 TYP. 2 TYP. 3 TC-02 TD-01 CLT-05TC-01 TYP. 28 TYP. 14 TYP. 2 TYP. 4 TYP. 14 TYP. 28 TYP. 2 TYP. 8 TREC-04 EX: TC-07 TYP. 2 EX: TC-07 TYP. 2TYP. 2 EX: TC-07 TYP. 2 TYP. 4 EX: TC-07 TYP. 2 TYP. 6 TYP. 4TYP. 2 TYP. 4TYP. 2 TYP. 4 TYP. 2 TC-03 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 EX: TC-07 TYP. 2 TYP. 2 EX: ST-01 TYP. 3 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A802 Level 01 Area B Furniture Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 01 Area B Furniture Plan KEY PLAN A B FURNITURE WILL BE A SEPARATE PACKAGE AFTER THE CD'S ARE COMPLETE. TYPE OF FURNITURE IS IN PROGRESS. FURNITURE IN THE FURNITURE PLANS ARE FOR TO HELP COORDINATE WITH CIRCULATION, QUANTITIES, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC... 1/8" = 1'-0"D4 LEVEL 01 AREA B SACRAMENT LAYOUT 1 G J L M N P Q E C 2 3 4 51.5 6 TECH SERVICES 238 SHEET MUSIC 236 LARGE COMPUTER CLASSROOM 234 OPEN COMPUTERS 240 MOTHERS 243 OPEN STUDY 53 PRESS ROOM 226 SPECIAL COLLECTIONS 228 VAULT 228E ARCHIVE 228D INSTRUCTION 2 224 INSTRUCTION 1 222 DCAM 228B OFFICE 228A SCANNER 228C OFFICE 232 STUDY (MED) 216 STUDY (MED) 214 STUDY (MED) 218 OFFICE 230 OFFICE 202 STUDY (SM) 212 STUDY (SM) 210 STUDY (SM) 208 OFFICE 200 OPEN STUDY 220 ELECTRICAL ROOM 242 I.T. 245 STUDY (SM) 204 JANITOR'S OFFICE 241 MECHANICAL 2-D TECH SERV STORAGE 2-E NEW OPENING MECH 2-C STAIR 2-A JOLENE'S OPEN OFFICE EVYLYN'S OPEN OFFICE MECH CHASE 2-F STAIR 2-G ELEV 2-H MECH CHASE 2-J HALL 2-K MEN'S RESTROOM 247 WOMEN'S RESTROOM 248 Room 2-M HALL 2-M STAIR 2-B FAMILY RR 244 OPEN STUDY 53 STUDY (MED) 206 JANITOR'S CLOSET 249 EX: SF-03 SELF CHECK-OUT EX: SC-05 EX:SC-06EX:STC-01EX: SC-05 EX:BN-01 EX: TC-02 EX: TC-02 EX: TC-02EX: TC-02EX: TC-02EX: TC-02EX: TC-02 EX: TC-02 EX: TC-02 LC-01 TYP. 12 LC-02 LT-02 TYP. 18 TYP. 10 LC-04 TYP. 4 SF-01 TC-01 TYP. 48 EX: TC-02 TYP. 48 TTD-01 TYP. 8 TTZ-01 TYP. 16 TYP. 46 TYP. 33 TC-03 TC-03 TC-03 CLT-06 TC-01 TYP. 18 TYP. 36 TC-02 TD-01 TC-05 TC-03 TC-03 TYP. 10 TC-03 TC-02 TD-01 TC-02 CLT-06 TC-01 TYP. 12 TYP. 24 EX:TBL-02 EX: SF-04 TYP. 5 TYP. 10 TSQ-02 TYP. 16 PT-04 OTT-01 OTT-02 TC-03 TC-03 TSQ-01 TSQ-01TSQ-01TSQ-01TSQ-01 TYP. 4 TYP. 2TYP. 2TYP. 2TYP. 2 TYP. 6 TYP. 6 TYP. 6 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TSQ-01 TSQ-01 TYP. 2 TYP. 2 TSQ-01 TYP. 2 LT-02 TC-04 TSQ-02 TREC-04 OPEN STUDY 250 TYP. 2 TYP. 2 EX: TC-07 TYP. 2 TYP. 2 EX: TC-07 TYP. 2 TYP. 8 TYP. 4 TYP. 5 TYP. 4 TYP. 4 TYP. 4 TYP. 8 TYP. 2 TYP. 3 TYP. 7 TYP. 2 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 TYP. 2 TD-01 CLT-06 TC-01 TYP. 12 TYP. 24 IT 241A EX: TBL-03 TYP. 2 TREC-02 TYP. 2 CLT-04 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A803 Level 02 Area A Furniture Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 02 Area A Furniture Plan KEY PLAN A B FURNITURE WILL BE A SEPARATE PACKAGE AFTER THE CD'S ARE COMPLETE. TYPE OF FURNITURE IS IN PROGRESS. FURNITURE IN THE FURNITURE PLANS ARE FOR TO HELP COORDINATE WITH CIRCULATION, QUANTITIES, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC... 16151413121110987 K H F D B A 389 SF CLASSROOM 272 OFFICE 288B OFFICE 288C 1,157 SF ENGLISH TRANSITION CENTER 288 613 SF OPEN TUTORING 254 1,612 SF STUDY SKILLS 252 1,300 SF WRITING CENTER OPEN TUTORING 256 137 SF STUDY 269 108 SF STUDY 268 112 SF STUDY 267 114 SF STUDY 266 117 SF OFFICE 265 118 SF OFFICE 264 59 SF STORAGE 270J 98 SF STUDY 270H 119 SF PREP / STORAGE 270B 573 SF CLASSROOM 260 119 SF PREP / STORAGE 256A 130 SF OFFICE 256B 146 SF OFFICE 256C 3,139 SF OPEN TUTORING CENTER 270 196 SF ADJUNCT OFFICE 286 144 SF TR / COMM. 280 341 SF CLASSROOM 278 141 SF PRE-FUNCTION 270C 133 SF PRE-FUNCTION 270D 119 SF PRE-FUNCTION 270E STORAGE 288H 106 SF PREP / STORAGE 252G 163 SF OFFICE 252E ONLINE WORKSTATIONS 625 SF CLASSROOM 258 78 SF STORAGE 252F 126 SF OFFICE 252D 120 SF STUDY 252A 89 SF STUDY 252C 7'-10" 7'-6" 94 SF STUDY 270G STUDY 252B STUDY 288E STUDY 288F STUDY 288G STUDY 288D STUDY 288A STOR 299 MEN'S RESTROOM 282 WOMEN'S RESTROOM 284 MECH 2-T HALL 2-U CLASSROOM 274 CLASSROOM 276 CHECK-IN STATION TECH STATION OPCI TECH STATION OPCI TECH STATION OPCI TECH STATION OPCI PROJECTOR SCREEN, RE: RCP'S FOR SCREEN AND PROJECTOR TYPICAL STUDY ROOM IN EAST WING TO HAVE TWO WHITE BOARDS PER ROOM TYPICAL FOR CLASSROOMS IN EAST WING TO HAVE AS MUCH WHITE BOARD ON WALLS AS POSSIBLEPROJECTOR SCREEN, RE: RCP'S FOR SCREEN AND PROJECTOR WHITEBOARDS ALONG THIS WALL CUBBIES SHELVES PROJECTOR SCREEN, RE: RCP'S FOR SCREEN AND PROJECTOR EX: SC-04 EX: SC-04 EX: RT-03 EX: RT-03 EX:TC-03TC-01 TYP.64TYP.10 EX: TC-02 TYP.4 EX: SC-05 EX: SC-04 EX: SC-04 LC-06 TC-01 TYP. 18 EX: TC-02 TYP. 8 TREC-02 TYP. 4 TC-03 TC-03 CLT-06 TC-01 TYP. 15 TYP. 30 CLT-06 TC-01 TYP. 15 TYP. 30 TC-02 TD-01 TD-01 TC-02 EX: TC-02 TYP. 4 EX: TC-02 TYP. 4 TC-01 TYP. 8 OTT-02 OTT-02 TREC-02 TYP. 9 TREC-04 TREC-04 EX: TC-02 EX: TC-02 TYP. 4 TYP. 4 TC-01 TYP. 44 TREC-02 TYP. 16 TREC-07 TYP. 4 TC-03 TC-03 EX:STC-03 TYP. 10 TC-06 TYP. 19 TC-01 CLT-05 CLT-03 TYP. 10 TC-01 TYP. 30 TC-03 TC-03 TREC-04 TREC-04 TREC-04 EX: TC-02EX: TC-02EX: TC-02 TYP. 4 TYP. 4 TYP. 4 TREC-08 EX: TC-02 TYP. 6 TYP. 29 TYP. 114 TRND-02 TYP. 6 CLT-05 TC-05 TC-03TC-05 TREC-09 TC-05 TREC-02 EX: TC-02 OTT-02 OTT-01TC-01 TYP. 44 TRND-03 TYP. 4 TREC-02 TYP. 7 TYP. 8 TREC-06 TREC-02 TYP. 16 TREC-10 TYP.2 TC-03 TREC-04 TC-05 CLT-05 TC-01 TC-03TRND-03TC-01 ST-01 OTT-02 PREFUNCTION 270F RECEPTION 270A TC-01 EX: TBL-01 CLT-06 TYP. 3 TYP. 8 TYP. 2TYP. 2TYP. 2TYP. 2 EX: TC-07 EX: TC-07 TYP. 2 TYP. 2 TYP. 4 TYP. 2 TYP. 2 TYP. 2TYP. 4 TYP. 2 TYP. 4 EX: TC-07 TYP. 2 TYP. 2 EX: TC-07 TYP. 2 TYP. 2 TYP. 2 TYP. 4 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 TYP. 2 EX: TC-07 EX: TC-07 TYP. 2 TYP. 2 TREC-14 TREC-14 TD-01 TC-02 TD-01 TC-02 D4 A804 TC-01 TYP 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A804 Level 02 Area B Furniture Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1/8" = 1'-0"A1 Level 02 Area B Furniture Plan KEY PLAN A B FURNITURE WILL BE A SEPARATE PACKAGE AFTER THE CD'S ARE COMPLETE. TYPE OF FURNITURE IS IN PROGRESS. FURNITURE IN THE FURNITURE PLANS ARE FOR TO HELP COORDINATE WITH CIRCULATION, QUANTITIES, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC... 1/8" = 1'-0"D4 Area B Sacrament Layout 1 G J L M N P Q E C 2 3 4 51.5 6 OFFICE 310 OFFICE 312 JUVENILE 300 STORAGE 306 STUDY (MED) 304 STUDY (MED) 302 KIDS PLAY 344CMOTHERS ROOM 344A RESTROOM 344B FAMILY STUDY 344 OPEN STUDY 362 Bridge Connection - BRIDGE CONNECTION 3-A STAIR 1 3-B MENS 368 WOMENS 366 TEST RM 378 STUDY (SM) 330 Janitors Closet 376 OFFICE 322 MAC EQUIP 324A STUDY (LG) 328 STUDY (LG) 326 MAC LAB 324 STUDY (SM) 332 STUDY (SM) 334 STUDY (SM) 336 TEST RM 374 STUDY (SM) 314 STUDY (SM) 316 STUDY (SM) 320 ELECTRICAL 324B ELEC 364 STUDY (SM) 338 STUDY (SM) 340 STUDY (SM) 318 ELECTRICAL 308 STORAGE 352 TEST RM 380 TEST RM 382 TEST RM 372 TEST RM 370 TEST RM 360 TEST RM 358 TEST RM 356 TEST RM 350 TEST RM 348 TEST RM 346 STAIRS 3-C MECH 3-D MECH CHASE 3-E STAIR 3-F ELEV 3-G MECH CHASE 3-H CIRC DESK SE L F CH E C K O U T play structure TEACHER RESOURCE CENTER SHELFTEACHER RESOURCE CENTER SHELF EX: SF-01 EX: SC-01 EX: SC-05 EX: TC-02 EX: TC-02 EX: TC-02 EX: ST-01 EX: SC-04 EX: SC-01 EX: SC-05 EX: TC-02 EX: TC-02 EX: TC-02 EX: SC-05 EX:COF-01 EX:PT-03 EX:SC-06 TYP.16 EX: RT-01 TYP. 20 EX:RT-02 EX: TC-02 EX: SF-02 EX: TC-02 EX: TC-02 EX: RT-01 TYP. 21 TYP. 4 EX:BN-01 EX: TC-02 TYP.18 EX: TC-02 TYP.18 EX: SC-03 TYP.12 EX:STC-01 EX:SCN-01L EX: SCN-01R TYP.4 EX:TC-01 TYP. 24 EX: SC-04 EX: SC-02 EX: TC-02 TC-01 TYP. 32 TYP. 14 LC-01 TYP. 10 LC-02 TYP. 30 LC-03 LC-04 TYP. 16 TYP. 4 TYP. 8 TYP. 10 SF-01 TYP. 12 LT-01 TYP. 22 LT-02 TYP. 36 SF-01 LC-07 TSQ-01 TYP. 2 TSQ-01 TYP. 2 TREC-03 TYP. 4 TREC-03 TYP. 4 TC-03 TYP. 2 TYP. 4 LC-08 TYP. 2 TYP. 6 EX: TC-02 TYP. 6 EX: TC-02 TYP. 6 EX: TC-02 TYP. 6 EX: TC-02 TYP. 6 EX: TC-02 TYP. 6 TREC-05 TREC-05 TREC-05 TREC-05 TREC-05 TREC-05 EX: TC-02 EX: TC-02 EX: TC-02 EX: TC-02 TYP. 6 TYP. 6 TYP. 6 TYP. 6 TREC-05 TREC-05 TREC-05 TREC-05 TSQ-01 TSQ-01 TYP. 2 TYP. 3 TYP. 5 OTT-02 OTT-02 EX: SC-03 TYP. 4 TC-03 EX: BT-01 CLT-01 CLT-01 CLT-01 CLT-01 TRND-01 TC-04 TYP. 4 FRD-01 TYP. 3 TREC-01 TC-03 TREC-01 EX: TC-02 TYP. 5 OPEN STUDY 383 OPEN STUDY 383 ( QUIET ) OPEN STUDY 342 TYP. 2 TYP. 2 TYP. 5 TYP. 3 TYP. 6 TYP. 4TYP. 2 TYP. 5 TYP. 2 TYP. 2 TYP. 2 TYP. 4 TYP. 2 TYP. 4 TYP. 15 TYP. 8 TYP. 30 LC-05 TYP.4 TYP. 8 TYP. 6 TYP. 3 TYP. 2 TYP. 3 TYP. 2 TYP. 4 L L L L R R R R L L L L L L RRRR L L L L L L L R R L L R L L L L L L L L L L L L RRRR DISPLAY SHELVES PROJECTOR LOCKER FOR 4 PEOPLE STANDARD HT with power WHITE BOARD OUTLETS CLT-06 EX: TC-07 TYP. 2 TYP. 3 TREC-04 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 10/28/22 A805 Level 03 Area A Furniture Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set1/8" = 1'-0"A1 Level 03 Area A Furniture Plan KEY PLAN A B FURNITURE WILL BE A SEPARATE PACKAGE AFTER THE CD'S ARE COMPLETE. TYPE OF FURNITURE IS IN PROGRESS. FURNITURE IN THE FURNITURE PLANS ARE FOR TO HELP COORDINATE WITH CIRCULATION, QUANTITIES, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC... VARIABLE FREQUENCY DRIVE (VFD) MCKAY LIBRARY SNOW MELTING CAPACITY REQUIREMENTS CIRCUIT BALANCE VALVE HEATING WATER PUMP WALL HUNG HUMIDIFIER FAN COIL CIRCULATING PUMP SEE SPECIFICATION SECTION 232123 SYMBOL HEAD FEET GPM EFF. VOLTS ELECTRICAL PHASEHERTZ HP RPM HWP-10 HWP-9 45 51 120 48 58 255 74 208 60 3 75 208 60 3 3 1750 e-1531 7.5 1750 e-1531 2ADTERMINAL UNIT HEATING WATER COILS 2.5BB(E) AHU HEATING WATER COIL 35% PROPYLENE GLYCOL 35% PROPYLENE GLYCOL REMARKS BELL AND GOSSETT SERIES BELL AND GOSSETT MODEL DUTY CLOSE COUPLED END SUCTION CLOSE COUPLED END SUCTION %HEAD SHUT-OFF TYPE SEE SPECIFICATION SECTION 232123 SYMBOL HEAD FEET GPM VOLTS ELECTRICAL PHASEHERTZ HP FCP-1 35 45 15 120 60 1 1/2 UPS UPS 26-150 FFAN COIL CHILLED WATER 35% PROPYLENE GLYCOL REMARKS GRUNDFOS SERIES GRUNDFOS MODELDUTY IN-LINE HEAD SHUT-OFF TYPE (E) CHWS CHWR HWR HWS FSRD FD D T S S.F.D. A.D. H.D. RISE 24"x12" LVT SYMBOL LEGEND HOT WATER SUPPLY COLD WATER CHILLED WATER RETURN CHILLED WATER SUPPLY HOT WATER RETURN SOIL OR WASTE DOMESTIC HOT WATER EXISTING LOW PRESSURE STEAM LOW PRESSURE CONDENSATE DOMESTIC HOT WATER RECIRCULATING VENT EXHAUST GRILLE CONCENTRIC REDUCER THERMOMETER GAUGE WITH GAUGE COCK GAUGE COCK ECCENTRIC REDUCER THERMOMETER OR GAUGE WELL SAFETY OR RELIEF VALVE SOLENOID VALVE GLOBE VALVE PIPE GUIDE PIPE ANCHOR BLIND FLANGE PRESSURE/TEMPERATURE TEST PLUG (PETE'S PLUG) FLOW CONTROLLER OR BALANCE VALVE FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN PRESSURE REDUCING VALVE - (PRV) STEAM TRAP DIRT LEG DRAIN STRAINER OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER BRANCH DUCT TAKE-OFF SPIN-IN FITTING THERMOSTAT TEMPERATURE SENSOR DROP IN PIPE VALVE IN RISE BALL VALVE GATE VALVE CHECK VALVE 2 WAY CONTROL VALVE 3 WAY CONTROL VALVE BUTTERFLY VALVE CONTROL VALVE (PLAN VIEW) RISE IN PIPE PLUG VALVE CAP UNION NEW CONNECTION FLAT OVAL (CROSS SECTION) ROUND DUCT (CROSS SECTION) SUPPLY DUCT (CROSS SECTION) HAND DAMPER SUPPLY AIR DIRECTION TURNING VANES IN DUCT ACCESS DOOR FOR FIRE DAMPER ACCOUSTICAL LINING IN DUCT DROP OR RISE IN SUPPLY DUCT SUPPLY DIFFUSER COMBINATION SMOKE/FIRE DAMPER RISE OR DROP IN ROUND OVAL DUCT INSIDE CLEAR DIMENSION IN INCHES DUCT SIZE, INSIDE CLEAR DIMENSION IN INCHES RETURN AIR OR EXHAUST DUCT (CROSS SECTION) RETURN AIR OR EXHAUST DIRECTION RETURN AIR GRILLE 24"x18" DUCT RISE DESCRIPTIONSYMBOL LOW VOLTAGE TRANSFORMER CONNECTION 10 - 15 5 AS125 1-1/4 SEE SPECIFICATION SECTION 230523 6 - 9 1.5 - 2.5 3 - 5 1.5 - 2.5 .5 - 1.4 GPM RANGE IN FT 5 5 5 5 5 PRESSURE DROP AVERAGE ASO75L AS100 ASO75H ASO50L ASO5OH 3/4 1 3/4 1/2 1/2 FLOWSET SIZE SIZE REMARKS 131 - 275 76 - 130 46 - 75 26 - 45 16 - 25 AS400 AS300 AS200 AS250 AS150 5 5 5 5 5 2-1/2 1-1/2 4 3 2 - - - - - - - - - - - SEE SPECIFICATION SECTION 238414 H-1 SYMBOL PROVIDE WITH REMOTE HUMIDISTAT AND DUCT DISTRIBUTOR KIT SIZED FOR THE APPLICATION. PHASEHERTZVOLTSLB/HR 10 208 60 3 ELECTRICAL CHARACTERISTICSCAPACITY REMARKS 15 WATER RO TYPE CONDAIR MODEL RS DUCT 010 MCA 10.3 MOCP AMPS SYMBOL VFD-2 VFD-1 SEE SPECIFICATION SECTION 230513 HTZ 602 DUTY (E) HWP-1 FAN MOTOR VOLTAGE 208 PH 3 DRIVES, INCLUDING THE INSTALLATION AND COORDINATING THE EFFORTS OF THE SUPPLIER, ELECTRICAL CONTRACTOR FOR POWER THIS CONTRACTOR SHALL HAVE THE FULL RESPONSIBILITY FOR THE THE DRIVES SHALL MATCH THE MOTORS PROVIDED WITH THE FANS. WIRING, AND CONTROL WORK BY ATC CONTRACTOR. REMARKS DRIVEN QUANTITY OF MOTORS HP TOTAL 1 602(E) HWP-2 208 31 VFD-8 VFD-7 6040(E) CHWP-7 208 31 6040(E) CHWP-8 208 31 VFD-10 VFD-9 607.5HWP-9 208 31 603HWP-10 208 31 *FOR SPACING OF SNOW MELT TUBING IN STAIRWAYS, SEE STAIRWAY SNOW MELTING DETAILS. ZONE NO. ZONE NAME *PRIMARY SPACING (INCHES) PRIMARY AREA (SQ. FT.) HEATING INTENSITY (BTU/SQ. FT.) REQUIRED HEAT (BTUH) GLYCOL CONCENTRATION (PROP. GLYCOL) SUPPLY FLUID TEMP (DEG. F) DELTA T (DEG. F) NO. OF CIRCUITS APPROX GPM/ CIRCUIT TOTAL GPM MAX. TUBE HEAD LOSS (FT) WATTS RADIANT MODEL TOTAL LENGTH (FT)/CIRCUIT EFFECTIVE LENGTH (FT)/CIRCUIT REMARKS TUBE TYPE SIZE 1A (EXIST.) WEST NORTH ENTRY STAIRS 6 549.5 189 103652.19 50%105 25 3 3.05 9.15 9 RADIANTPEX+ 5/8 200 183 INCLUDES EDGE LOSS 1B (EXIST.) EAST NORTH ENTRY STAIRS 6 549.5 189 103652.19 50%105 25 6 1.55 9.3 9 RADIANTPEX+ 5/8 200 183 INCLUDES EDGE LOSS 2 (EXIST.)NORTH ENTRY HANDICAPPED RAMP 6 391 190 74426.85 50%105 25 4 1.65 6.6 11.1 RADIANTPEX+ 5/8 220 195 INCLUDES EDGE LOSS 3 (EXIST.)WEST ENTRY 6 773 224 172796.42 50%105 25 8 1.9 15.2 13 RADIANTPEX+ 5/8 200 193 INCLUDES EDGE LOSS 4 SOUTH ENTRY 6 97 218 21098.47 50%105 25 1 1.85 1.85 13.6 RADIANTPEX+ 5/8 220 194 INCLUDES EDGE LOSS 5 REMOTE ENTRY AND STAIRWAY 6 232 208 48272.24 50%105 25 3 1.4 4.2 6.8 RADIANTPEX+ 5/8 180 154 INCLUDES EDGE LOSS 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Schedules and Symbol Legend 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GRILLE AND DIFFUSER SCHEDULE CABINET HEATERS LOUVER BAROMETRIC PRESSURE RELIEF DAMPERS FAN COIL UNITS (DX) FAN COIL UNITS (CHW) SPLIT SYSTEM AIR CONDITIONING UNIT ROOFTOP EXHAUST FANS UNIT AIRFLOW CFM FAN COIL ELECTRICAL HEATING COIL - 35% PROPYLENE GLYCOL - 8 FPI DX COOLING COIL AAON MODEL NUMBER SYMBOL ESP. MOUNTING DISCHARGE INLET TYPE HEATING ENTERING / ENTERING / WATER PRESS. NUMBER SENSIBLE CLG. TOTAL CLG. NUMBER REMARKS IN. WG.OF FAN MCA MOCP MOTOR VOLTS HERTZ PHASE CAPACITY LEAVING WATER LEAVING AIR GPM DROP MAX OF CAPACITY CAPACITY OF HP BTUH TEMP °F TEMP °F FT W.C. ROWS BTUH BTUH ROWS DXFCU-1 1000 .5 FLOOR VERTICAL REAR PLENUM 3 15 1.1 208 60 3 40,000 180 / 140 54 / 97 2.2 1.3 2 21,000 32,400 6 V3-ARB 1,2,3,4,5,6 NOTES: 1. FURNISH WITH A 4" PLEATED - 85% EFF. - MERV 13 POST FILTER. 2. PROVIDE WITH INTERNAL REMOVABLE CONTROL PANEL. DISCONNECT BY OTHERS. SEE SPECIFICATION SECTION 238200 3. EC MOTOR. SYMBOL FACE SIZE DESCRIPTION MANUFACTURER MODEL REMARKS S-1 24"x24" CEILING DIFFUSER - LAY IN KRUEGER 1400 - S-2 VARIES CEILING DIFFUSER - SURFACE KRUEGER SH - S-3 VARIES SIDEWALL KRUEGER 880 - R-1 VARIES CEILING RETURN GRILLE KRUEGER 6490 - R-2 VARIES SIDEWALL RETURN GRILLE KRUEGER S80 38° BLADE DEFLECTION E-1 VARIES CEILING EXHAUST GRILLE - LAY IN KRUEGER EGC5 - E-2 VARIES CEILING EXHAUST GRILLE - SURFACE KRUEGER EGC5 - SEE SPECIFICATION SECTION 233713 SEE SPECIFICATION SECTION 238200 CH-1 SYMBOL NOMINAL AIR FLOW CFM 1000 GPM HEATING COIL PROVIDE WITH FACTORY DISCONNECT TYPE MIN. CAP. BTUH 60,000 60°F180°F ENT. AIR TEMP °F ENT. WTR TEMP °F 2.6 VOLTS 1731 MAX. PRESSURE DROP FT.WATTS 160115 HERTZ ELECTRICAL PHASE FFEB10 TRANE MODEL REMARKS HORIZONTAL AREA SERVED VESTIBULE 60°F180°F 60115 1 NOTES: 1 1 2 1 2 CH-2 CH-3 500 30,000 1.5 831 FFJB06VERTICAL NO. OF ROWS 3 3 MIN MCA 6.1 3.9 TOP BAR GRILLE OUTLET, FRONT BAR GRILLE INTLET 75" x 10" x 29" MAX SIZE L x W x H 48" x 10" x 29" 60°F180°F 60115 1 1 2CH-4 500 30,000 1.5 831 FFJB06VERTICAL3 3.9 48" x 10" x 29" CH-5 CH-6 CH-7 CONDENSING UNIT ELECTRICAL MCA MOCP MOTOR VOLTS HERTZ PHASE HP 17 25 .33 208 60 3 SEE SPECIFICATION SECTION 233713 L-1 SYMBOL REMARKS 10" x 10" SIZE W x H DXFCU-1 OUTSIDE AIR DUTY MECHANICAL 2-D LOCATION ELF6375DX RUSKIN MODEL - 60°F180°F 60115 1 1 2500 30,000 1.5 831 FFJB06VERTICAL3 3.9 48" x 10" x 29" VESTIBULE VESTIBULE VESTIBULE 60°F180°F 60115 1 1 2500 30,000 1.5 831 FFJB06VERTICAL3 3.9 48" x 10" x 29" 60°F180°F 60115 1 1 2500 30,000 1.5 831 FFJB06VERTICAL3 3.9 48" x 10" x 29" 60°F180°F 60115 1 1 2500 30,000 1.5 831 FFJB06VERTICAL3 3.9 48" x 10" x 29" VESTIBULE VESTIBULE VESTIBULE OUTSIDE AIR CFM 150 4. FURNISH WITH CFA-003 CONDENSING UNIT. 5. HEATING COIL SHALL BE IN THE REHEAT POSITION. 6. FURNISH WIUTH MIXING BOX WITH R.A. AND O.A. DAMPERS. SYMBOL DAMPER SIZE BLADE ORIENTATION MANUFACTURER MODEL NORMAIL POSITION SERVICE REMARKS HEIGHTWIDTH BD-1 8"8" PARALLEL RUSKIN BD6 CLOSED VAULT RELIEF 1,2 BD-2 PARALLEL RUSKIN BD6 CLOSED ARCHIVE RELIEF 1,2 NOTES: 1. HORIZONTAL INSTALLATION. 2. PROVIDE WITH STATIC PRESSURE CONTROLLER SEE SPECIFICATION SECTION 233300 8"8" 3 BOTTOM STAMPED LOUVER OUTLET, BOTTOM STAMPED LOUVER INLET SYMBOL NOMINAL AIR FLOW CFM TYPE COOLING COILS HEATING COILS ELECTRICAL TRANE MODEL REMARKS# OF ROWS MIN.CAP. BTUH ENT. WTR TEMP F° LVG. WTR TEMP F° ENT. AIR TEMP F° LVG. AIR TEMP F° GPM MAX PRESS DROP FT. # OF ROWS MIN.CAP. BTUH ENT. WTR TEMP F° LVG. WTR TEMP F° ENT. AIR TEMP F° LVG. AIR TEMP F° GPM MAX PRESS DROP FT. MCA MOCP VOLTS HERTZ PHASE FCU-1 1,200 HORIZONTAL CONCEALED 4 24,000 44 56 75 55 4.4 10 1 25,000 180 150 75 98 1.8 5 6.1 15 115 60 1 FCCB12 1, 2, 3, 4 FCU-2 1,200 HORIZONTAL CONCEALED 4 28,900 44 56 80 55 5.1 10 1 36,000 180 165 60 94 5.2 10 6.1 15 115 60 1 FCCB12 1, 2, 3, 4 FCU-3 1,200 HORIZONTAL CONCEALED 4 24,000 44 56 75 55 4.4 10 1 25,000 180 150 75 98 1.8 5 6.1 15 115 60 1 FCCB12 1, 2, 3, 4 1. PROVIDE W/ FACTORY DISCONNECT 2. PROVIDE W/ CONDENSATE OVERFLOW DETECTION IN DRAINPAN 3. PROVIDE WITH CONDENSATE PUMP 4. 35% PROPYLENE GLYCOL SEE SPECIFICATION 238200 SYMBOL COOLING CFM HIGH SPEED HEATING CAPACITY BTUH INDOOR UNIT OUTDOOR SECTION SEER RATING HEATING HSPF AREA SERVED REMARKS EAT DB/WB °F BTUH TOTAL BTU SENSIBLE MITSUBISHI MODEL FULL LOAD AMPS SYMBOL MITSUBISHI MODEL EAT °F ELECTRICAL VOLTS PHASE HERTZ MCA MOCP SAC-040 80/62 36,000 25,200 920 22,400 PKA-A36KA7 0.57 SCU-040 PUZ-A36NKA7 95 208-230 1 60 26 42 18.5 10 IT 1, 2, 3, 4, 5, 6 SAC-245A 80/62 36,000 25,200 920 22,400 PKA-A36KA7 0.57 SCU-245A PUZ-A36NKA7 95 208-230 1 60 26 42 18.5 10 IT 1, 2, 3, 4, 5, 6 SAC-245B 80/62 36,000 25,200 920 22,400 PKA-A36KA7 0.57 SCU-245B PUZ-A36NKA7 95 208-230 1 60 26 42 18.5 10 IT 1, 2, 3, 4, 5, 6 SAC-280A 80/62 36,000 25,200 920 22,400 PKA-A36KA7 0.57 SCU-280A PUZ-A36NKA7 95 208-230 1 60 26 42 18.5 10 IT 1, 2, 3, 4, 5, 6 SAC-280B 80/62 36,000 25,200 920 22,400 PKA-A36KA7 0.57 SCU-280B PUZ-A36NKA7 95 208-230 1 60 26 42 18.5 10 IT 1, 2, 3, 4, 5, 6 NOTES: 1. AT SITE ELEVATION 4. FURNISH WITH WIRED THERMOSTAT 2. OR EQUAL FROM SANYO OR CARRIER. INDOOR SECTION RECEIVES POWER FROM OUTDOOR UNIT THROUGH 5. WALL MOUNT UNIT FIELD SUPPLIED INTERCONNECT WIRING. INVERTER DRIVEN COMPRESSOR. LOW AMBIENT CONTROL TO 0°F.6. CONNECT TO EMERGENCY POWER 3. TOTAL RATING x S/T RATIO x 0.95 ALTITUDE CORRECTION FACTOR. SEE SPECIFICATION 232300 S-4 VARIES SLOT DIFFUSER KRUEGER 1900 3/4" SLOTS SEE SPECIFICATION 233416 SYMBOL MAXIMUM AIRFLOW CFM TOTAL STATIC PRESSURE IN. W.C. BHP FAN RPM ELECTRICAL DRIVE TYPE COOK MODEL MAX WEIGHT (LBS) MAXIMUM SOUND LEVELS dB (OCTAVE BAND) REMARKS VOLTS PHASE HERTZ MOTOR HP 1 2 3 4 5 6 7 8 LWA dBA REF-1 4750 0.5 0.95 971 208 3 60 2 DIRECT 210C17DVF 150 82 83 83 77 72 69 62 57 79 68 1, 2 REF-2 1900 0.5 0.25 957 208 3 60 1/2 DIRECT 165C17DVF 75 72 74 72 65 64 59 54 49 69 58 1, 2 REF-3 500 0.5 0.12 1620 115 1 60 1/6 DIRECT 100C17DHVF 30 64 78 74 63 59 53 48 43 69 57 1, 2 REF-4 250 0.5 0.06 1552 115 1 60 1/6 DIRECT 90C17DEC 30 64 68 68 57 54 49 44 40 62 50 1, 2 NOTES: 1. WITH LOW LEAKAGE DAMPER, RUSKIN CD-50 OR BETTER, MAX LEAKAGE 3 CFM/FT2 AT 1" W.C. WIRE DAMPER TO OPEN WHEN FAN RUNS. 2. WITH EC MOTOR T-1 VARIES TRANSFER AIR GRILLE KRUEGER SH - 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Schedules 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set VARIABLE VOLUME WITH REHEAT (VAVR) - WEST AHU BALANCE MINIMUM MAX.HEATING COIL 30% PROPYLENE GLYCOL MIN. SYMBOL AIRFLOW AIRFLOW AIRFLOW HTG. CAPACITY GPM EWT MIN MAX. PRESSURE TITUS INLET REMARKS CLG. CFM CFM HTG. CFM BTU/HR DEG F. ROWS DROP, FT. W.C. SIZE SIZE IN. VAVR-001 750 165 445 16,051 1.1 180 2 0.3 10 10 VAV-002 500 0 0 NA NA NA NA NA 8 8 COOLING ONLY VAVR-009 1000 235 1000 49,392 3.5 180 3 2.2 12 12 VAVR-010 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-011 150 70 150 5,973 0.5 180 2 0.4 6 6 VAVR-012 155 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-013 310 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-015 300 60 300 13,347 0.9 180 3 1.8 6 6 VAVR-016 945 165 165 2,972 0.5 180 1 0.1 10 10 VAVR-018 100 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-020 100 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-022 1050 235 235 4,233 0.5 180 1 0.1 12 12 VAVR-022A 510 105 105 1,891 0.5 180 1 0.3 8 8 VAVR-024 300 65 100 1,801 0.5 180 1 0.3 6 6 VAVR-026A 100 60 100 3,954 0.5 180 1 0.3 6 6 VAVR-026B 100 60 100 3,658 0.5 180 1 0.3 6 6 VAVR-026C 100 60 100 3,658 0.5 180 1 0.3 6 6 VAVR-026D 100 60 100 3,658 0.5 180 1 0.3 6 6 VAVR-026E 100 60 100 3,658 0.5 180 1 0.3 6 6 VAVR-026F 320 60 185 6,672 0.5 180 2 0.4 6 6 VAV-040 200 0 0 NA NA NA NA NA 6 6 COOLING ONLY VAVR-0-C 100 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-100A 2115 420 770 27,714 2.0 180 2 0.3 16 16 VAVR-100B 2115 420 770 27,714 2.0 180 2 0.3 16 16 VAV-102 100 0 0 NA NA NA NA NA 6 6 COOLING ONLY VAVR-104 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-106 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-108 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-110 485 140 140 2,522 0.5 180 1 0.3 8 8 VAVR-112 125 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-114 195 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-114A 150 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-118A 2040 420 640 23,060 1.6 180 2 0.3 16 16 VAVR-118B 2040 420 640 23,060 1.6 180 2 0.3 16 16 VAVR-120AA 1245 235 1245 52,412 3.7 180 3 2.5 12 12 VAVR-120AB 1050 335 335 6,034 0.5 180 1 0.1 12 12 VAVR-122AA 1320 445 445 8,016 0.6 180 1 0.1 12 12 VAVR-122AB 1320 445 445 8,016 0.6 180 1 0.1 12 12 VAVR-122AC 1485 535 535 9,637 0.7 180 1 0.0 14 14 VAVR-122AD 700 165 255 9,180 0.6 180 2 0.3 9 9 VAVR-122AE 1400 320 320 10,351 0.7 180 1 0.0 14 14 VAVR-122B 560 220 220 3,963 0.5 180 1 0.3 8 8 VAVR-124 770 165 290 10,416 0.7 180 2 0.3 10 10 VAVR-125 325 90 100 3,066 0.5 180 1 0.3 6 6 VAVR-126 165 60 100 2,713 0.5 180 1 0.3 6 6 VAVR-127 165 60 100 2,757 0.5 180 1 0.3 6 6 VAVR-128 165 60 100 2,713 0.5 180 1 0.3 6 6 VAVR-129 415 105 160 5,724 0.5 180 1 0.3 8 8 VAVR-130 1010 235 600 21,593 1.5 180 2 0.8 12 12 VAVR-131 240 60 220 7,935 0.6 180 2 0.4 6 6 VAVR-132 320 95 100 3,051 0.5 180 1 0.3 6 6 VAVR-134 180 60 155 5,589 0.5 180 2 0.4 6 6 VAVR-136 670 135 550 19,785 1.4 180 2 0.4 9 9 VAVR-138 600 135 210 7,558 0.5 180 1 0.1 9 9 VAVR-140 840 240 240 6,698 0.5 180 1 0.1 10 10 VAVR-142 420 145 145 2,612 0.5 180 1 0.3 8 8 VAVR-146 350 105 105 1,891 0.5 180 1 0.3 8 8 VAVR-148 350 105 105 2,663 0.5 180 1 0.3 8 8 VAVR-200 415 105 175 6,301 0.5 180 1 0.3 8 8 VAVR-202 480 105 185 6,702 0.5 180 2 0.5 8 8 VAVR-204 490 105 170 6,087 0.5 180 1 0.3 8 8 VAVR-206 980 165 445 16,073 1.1 180 2 0.3 10 10 VAVR-208 490 105 135 4,877 0.5 180 1 0.3 8 8 VAVR-210 210 60 100 2,625 0.5 180 1 0.3 6 6 VAVR-212 210 60 100 2,625 0.5 180 1 0.3 6 6 VAVR-214 265 90 100 2,889 0.5 180 1 0.3 6 6 VAVR-216 680 135 175 6,321 0.5 180 1 0.1 9 9 VAVR-218 860 165 505 18,229 1.3 180 2 0.4 10 10 VAVR-220A 1700 320 585 21,042 1.5 180 2 0.4 14 14 VAVR-220B 1700 320 585 21,042 1.5 180 2 0.4 14 14 VAVR-220C 1575 530 530 9,547 0.7 180 1 0.0 14 14 VAVR-220D 1575 530 530 9,547 0.7 180 1 0.0 14 14 VAVR-220E 1595 530 530 9,547 0.7 180 1 0.0 14 14 VAVR-222 840 240 305 10,949 0.8 180 2 0.3 10 10 VAVR-224 840 240 240 4,323 0.5 180 1 0.1 10 10 VAVR-226 210 110 110 1,981 0.5 180 1 0.3 6 6 VAVR-228 945 320 320 5,764 0.5 180 1 0.1 10 10 VAVR-228A 115 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-228B 735 160 160 2,882 0.5 180 1 0.1 9 9 VAVR-228C 125 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-230 110 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-232 145 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-234 1980 420 420 7,565 0.5 180 1 0.1 16 16 VAVR-236 100 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-238 1720 320 860 30,952 2.2 180 2 0.8 14 14 VAVR-240A 1890 320 410 14,745 1.0 180 1 0.1 14 14 VAVR-240B 1840 320 420 15,131 1.1 180 1 0.1 14 14 VAVR-241 115 60 100 2,581 0.5 180 1 0.3 6 6 VAVR-242 100 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-243 100 60 100 2,389 0.5 180 1 0.3 6 6 VAVR-246 250 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-248 350 105 105 3,634 0.5 180 1 0.3 8 8 VAVR-253 980 350 350 6,304 0.5 180 1 0.1 10 10 VAVR-300A 1425 420 420 13,678 1.0 180 1 0.1 14 14 VAVR-300B 1260 255 395 14,185 1.0 180 2 0.4 12 12 VAVR-300C 1425 420 420 13,678 1.0 180 1 0.1 14 14 VAVR-300D 1575 465 465 12,830 0.9 180 1 0.1 14 14 VAVR-302 1005 235 335 12,077 0.9 180 2 0.4 12 12 VAVR-304 410 105 135 4,866 0.5 180 1 0.3 8 8 VAVR-306 200 60 100 3,603 0.5 180 1 0.3 6 6 VAVR-310 620 135 365 13,192 0.9 180 2 0.3 9 9 VAVR-312 510 105 210 7,531 0.5 180 2 0.5 8 8 VAVR-314 560 105 195 6,984 0.5 180 2 0.5 8 8 VAVR-316 610 135 210 7,585 0.5 180 1 0.1 9 9 VAVR-318 480 105 155 5,610 0.5 180 1 0.3 8 8 VAVR-320 540 105 180 6,479 0.5 180 1 0.3 8 8 VAVR-322 240 60 125 4,519 0.5 180 1 0.3 6 6 VAVR-324AA 1260 235 235 5,702 0.5 180 1 0.1 12 12 VAVR-324B 200 60 100 3,526 0.5 180 1 0.3 6 6 VAVR-324BB 1260 235 235 5,702 0.5 180 1 0.1 12 12 VAVR-326 580 170 170 4,342 0.5 180 1 0.3 8 8 VAVR-328 740 195 195 4,786 0.5 180 1 0.1 9 9 VAVR-330 225 60 100 2,892 0.5 180 1 0.3 6 6 VAVR-332 225 60 100 3,175 0.5 180 1 0.3 6 6 VAVR-334 225 60 100 3,175 0.5 180 1 0.3 6 6 VAVR-336 225 60 100 3,175 0.5 180 1 0.3 6 6 VAVR-338 225 60 100 3,175 0.5 180 1 0.3 6 6 VAVR-340 225 60 100 3,175 0.5 180 1 0.3 6 6 VAVR-342A 1920 420 995 35,800 2.5 180 2 0.5 16 16 VAVR-342B 740 220 220 6,253 0.5 180 1 0.1 9 9 VAVR-342C 1480 440 440 12,505 0.9 180 1 0.1 14 14 VAVR-342D 1490 440 440 12,505 0.9 180 1 0.1 14 14 VAVR-342E 1525 455 455 13,220 0.9 180 1 0.1 14 14 VAVR-342F 1480 440 440 12,505 0.9 180 1 0.1 14 14 VAVR-344 1650 365 905 32,574 2.3 180 2 0.9 14 14 VAVR-344A 100 60 100 2,154 0.5 180 1 0.3 6 6 VAVR-344C 160 70 100 3,175 0.5 180 1 0.3 6 6 VAVR-346 150 60 100 2,174 0.5 180 1 0.3 6 6 VAVR-352 200 60 105 3,749 0.5 180 1 0.3 6 6 VAVR-360 150 60 100 2,148 0.5 180 1 0.3 6 6 VAVR-362 175 60 100 2,571 0.5 180 1 0.3 6 6 VAVR-366 700 135 205 7,373 0.5 180 1 0.1 9 9 VAVR-368 250 60 100 2,583 0.5 180 1 0.3 6 6 VAVR-374 150 60 100 2,148 0.5 180 1 0.3 6 6 VAVR-378 320 85 120 4,312 0.5 180 1 0.3 6 6 VAVR-3-A 840 165 410 14,746 1.0 180 2 0.3 10 10 VARIABLE VOLUME WITH REHEAT (VAVR) - WEST AHU BALANCE MINIMUM MAX.HEATING COIL 30% PROPYLENE GLYCOL MIN. SYMBOL AIRFLOW AIRFLOW AIRFLOW HTG. CAPACITY GPM EWT MIN MAX. PRESSURE TITUS INLET REMARKS CLG. CFM CFM HTG. CFM BTU/HR DEG F. ROWS DROP, FT. W.C. SIZE SIZE IN. VARIABLE VOLUME AIR BOXES WITH HW HEAT (VAVR) SELECTION CHART SYMBOL VAV- VAV- VAV- VAV- VAV- VAV- VAV- VAV- DIMENSION INCH. (WxH) 12"x8" 12"x10" 14"x12"-1/2" 14"x12"-1/2" 16"x15" 20"x17"-1/2" 24"x18" 38"x18" RANGE 10-399 400-599 600-849 850-999 1000-1349 1350-1999 2000-2399 2400-4800 9 10 12 14 16 22 KRUEGER SIZE 8 6 LMHS LMHS LMHS LMHS LMHS LMHS CFM LMHS LMHS KRUEGER MODEL AIR PRESSURE DROP W/ 1 ROW COIL IN. W.C. 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 SYSTEM OPERATING STATIC IN. W.C. 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 COIL REMARKS SEE SPECIFICATION SECTION 233616 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Schedules 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set VARIABLE VOLUME WITH REHEAT (VAVR) - EAST AHU BALANCE MINIMUM MAX.HEATING COIL 30% PROPYLENE GLYCOL MIN. SYMBOL AIRFLOW AIRFLOW AIRFLOW HTG. CAPACITY GPM EWT MIN MAX. PRESSURE TITUS INLET REMARKS CLG. CFM CFM HTG. CFM BTU/HR DEG F. ROWS DROP, FT. W.C. SIZE SIZE IN. VAVR-150A 1400 320 1400 53,009 3.7 180 2 2.0 14 14 VAVR-150B 1400 320 1400 53,009 3.7 180 2 2.0 14 14 VAVR-152 500 105 500 19,043 1.3 180 2 0.8 8 8 VAVR-156 690 230 230 4,143 0.5 180 1 0.1 9 9 VAVR-156A 105 60 100 2,276 0.5 180 1 0.3 6 6 VAVR-156B 140 60 140 5,070 0.5 180 1 0.3 6 6 VAVR-156C 145 60 145 5,185 0.5 180 2 0.4 6 6 VAVR-156E 155 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-156F 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-158 290 100 100 1,801 0.5 180 1 0.3 6 6 VAVR-160 435 150 150 2,702 0.5 180 1 0.3 8 8 VAVR-160A 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-160B 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-162 1260 265 265 9,563 0.7 180 1 0.2 12 12 VAVR-164 940 265 305 11,016 0.8 180 2 0.3 10 10 VAVR-166 1480 320 330 11,850 0.8 180 1 0.1 14 14 VAVR-168 1520 320 340 12,278 0.9 180 1 0.1 14 14 VAVR-170A 360 105 125 4,507 0.5 180 1 0.3 8 8 VAVR-170AA 1800 350 665 23,932 1.7 180 2 0.5 14 14 VAVR-170B 355 105 190 6,873 0.5 180 2 0.5 8 8 VAVR-170BB 1920 640 640 11,528 0.8 180 1 0.1 16 16 VAVR-170C 325 60 325 11,708 0.8 180 2 0.4 6 6 VAVR-172 880 280 280 5,044 0.5 180 1 0.1 10 10 VAV-173 100 0 0 NA NA NA NA NA 6 6 COOLING ONLY VAVR-174 125 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-175 290 65 100 1,801 0.5 180 1 0.3 6 6 VAVR-178 140 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-179 140 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-180 630 135 585 21,094 1.5 180 2 0.4 9 9 VAVR-181 170 60 170 6,823 0.5 180 2 0.4 6 6 VAVR-182 170 60 135 4,890 0.5 180 1 0.3 6 6 VAVR-183 170 60 135 4,890 0.5 180 1 0.3 6 6 VAVR-184 170 60 135 4,890 0.5 180 1 0.3 6 6 VAVR-185 160 60 110 3,988 0.5 180 1 0.3 6 6 VAVR-186 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-188 575 165 265 9,521 0.7 180 2 0.5 8 8 VAVR-188A 325 60 325 12,851 0.9 180 3 1.8 6 6 VAVR-188B 240 60 240 9,645 0.7 180 2 0.4 6 6 VAVR-190 975 215 245 8,861 0.6 180 2 0.3 10 10 VAVR-190A 240 60 240 9,695 0.7 180 2 0.4 6 6 VAVR-190B 325 60 325 12,851 0.9 180 3 1.8 6 6 VAVR-192 870 165 165 2,972 0.5 180 1 0.1 10 10 VAVR-192A 265 60 150 5,408 0.5 180 2 0.4 6 6 VAVR-192B 105 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-192C 280 60 100 1,801 0.5 180 1 0.3 6 6 VAVR-1-U 975 165 495 17,836 1.3 180 2 0.4 10 10 VAVR-1-V 265 100 100 1,801 0.5 180 1 0.3 6 6 VAVR-1-X 200 100 100 1,801 0.5 180 1 0.3 6 6 VAVR-1-Y 580 295 295 5,314 0.5 180 1 0.3 8 8 VAVR-1-Z 490 105 490 19,746 1.4 180 3 1.0 8 8 VAVR-250A 1360 320 1350 51,404 3.6 180 2 2.0 14 14 VAVR-250B 1360 320 1350 51,404 3.6 180 2 2.0 14 14 VAVR-252A 165 60 100 2,160 0.5 180 1 0.3 6 6 VAVR-252AA 1680 420 795 28,607 2.0 180 2 0.8 14 14 VAVR-252B 165 60 100 2,160 0.5 180 1 0.3 6 6 VAVR-252BB 1680 420 795 28,607 2.0 180 2 0.8 14 14 VAVR-252C 305 60 100 2,068 0.5 180 1 0.3 6 6 VAVR-252D 225 60 160 5,753 0.5 180 2 0.4 6 6 VAVR-252E 300 70 300 10,467 0.7 180 2 0.4 6 6 VAVR-252G 275 60 100 2,352 0.5 180 1 0.3 6 6 VAVR-254 1080 340 340 10,925 0.8 180 1 0.3 12 12 VAVR-256 1440 390 465 16,739 1.2 180 2 0.3 14 14 VAVR-256A 285 60 285 10,958 0.8 180 2 0.4 6 6 VAVR-256B 250 60 250 10,056 0.7 180 2 0.4 6 6 VAVR-256C 280 60 280 11,318 0.8 180 2 0.4 6 6 VAVR-258 1200 295 775 27,898 2.0 180 2 0.9 12 12 VAVR-260 1180 340 340 10,451 0.7 180 1 0.2 12 12 VAVR-264 180 60 180 5,911 0.5 180 2 0.4 6 6 VAVR-265 180 60 180 6,191 0.5 180 2 0.4 6 6 VAVR-266 215 60 145 5,208 0.5 180 2 0.4 6 6 VAVR-267 215 60 140 5,001 0.5 180 1 0.3 6 6 VAVR-268 215 60 210 7,598 0.5 180 2 0.4 6 6 VAVR-269 510 105 485 17,509 1.2 180 2 0.5 8 8 VAVR-270A 205 60 100 2,690 0.5 180 1 0.3 6 6 VAVR-270AA 1410 320 940 33,849 2.4 180 2 0.9 14 14 VAVR-270B 200 60 100 2,148 0.5 180 1 0.3 6 6 VAVR-270BB 1350 320 580 20,903 1.5 180 2 0.4 14 14 VAVR-270CC 1650 945 945 20,931 1.5 180 1 0.3 14 14 VAVR-270D 345 110 110 3,151 0.5 180 1 0.3 6 6 VAVR-270DD 810 255 255 6,681 0.5 180 1 0.1 10 10 VAVR-270F 290 115 115 2,996 0.5 180 1 0.3 6 6 VAVR-270G 150 60 100 2,035 0.5 180 1 0.3 6 6 VAVR-270H 150 60 100 2,026 0.5 180 1 0.3 6 6 VAVR-270J 245 60 155 5,580 0.5 180 2 0.4 6 6 VAVR-272 1040 235 290 10,409 0.7 180 1 0.2 12 12 VAVR-274 740 140 215 7,785 0.5 180 1 0.1 9 9 VAVR-276 860 165 255 9,231 0.7 180 2 0.3 10 10 VAVR-278 720 160 270 9,723 0.7 180 2 0.3 9 9 VAVR-284 500 105 405 14,551 1.0 180 2 0.5 8 8 VAVR-286 225 60 100 2,373 0.5 180 1 0.3 6 6 VAVR-288A 100 60 100 2,032 0.5 180 1 0.3 6 6 VAVR-288AA 1350 430 430 10,352 0.7 180 1 0.0 14 14 VAVR-288B 310 60 215 7,734 0.5 180 2 0.4 6 6 VAVR-288BB 380 110 110 2,929 0.5 180 1 0.3 8 8 VAVR-288C 360 105 165 5,921 0.5 180 1 0.3 8 8 VAVR-288D 155 60 100 3,646 0.5 180 1 0.3 6 6 VAVR-288E 100 60 100 3,783 0.5 180 1 0.3 6 6 VAVR-288F 100 60 100 3,783 0.5 180 1 0.3 6 6 VAVR-288G 150 60 150 6,049 0.5 180 2 0.4 6 6 VAVR-299 850 165 850 34,424 2.4 180 3 0.9 10 10 VAVR-2-Q 275 90 275 7,755 0.5 180 2 0.4 6 6 VAVR-2-U 200 60 100 2,586 0.5 180 1 0.3 6 6 VAVR-2-W 285 90 100 3,170 0.5 180 1 0.3 6 6 VAV-3-I 100 0 0 NA NA NA NA NA 6 6 COOLING ONLY VARIABLE VOLUME WITH REHEAT (VAVR) - EAST AHU BALANCE MINIMUM MAX.HEATING COIL 30% PROPYLENE GLYCOL MIN. SYMBOL AIRFLOW AIRFLOW AIRFLOW HTG. CAPACITY GPM EWT MIN MAX. PRESSURE TITUS INLET REMARKS CLG. CFM CFM HTG. CFM BTU/HR DEG F. ROWS DROP, FT. W.C. SIZE SIZE IN. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Schedules 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 2222 1111 1111 1111 2222 2222 2222 2222 2222 2222 2222 2222 2222 dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 00 Area A Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp SCALE:SCALE:SCALE:SCALE:MD100aMD100aMD100aMD100a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=^=jb`e^kf`^i=abjlifqflk=mi^k1111 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 REMOVE EXISTING S.A. SOUND TRAP.REMOVE EXISTING S.A. SOUND TRAP.REMOVE EXISTING S.A. SOUND TRAP.REMOVE EXISTING S.A. SOUND TRAP. 2222 EXISTING DUCTWORK AND DIFFUSERS / GRILLESEXISTING DUCTWORK AND DIFFUSERS / GRILLESEXISTING DUCTWORK AND DIFFUSERS / GRILLESEXISTING DUCTWORK AND DIFFUSERS / GRILLES SHOWN UNHATCHED TO REMAIN. PROTECTSHOWN UNHATCHED TO REMAIN. PROTECTSHOWN UNHATCHED TO REMAIN. PROTECTSHOWN UNHATCHED TO REMAIN. PROTECT DURING CONSTRUCTION PREPARATORY FOR NEWDURING CONSTRUCTION PREPARATORY FOR NEWDURING CONSTRUCTION PREPARATORY FOR NEWDURING CONSTRUCTION PREPARATORY FOR NEW CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN. 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 1111 1111 2222 2222 dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area A Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 PROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURING CONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEW CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN. 2222 REMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECT EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A. GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN. SCALE:SCALE:SCALE:SCALE:MD101aMD101aMD101aMD101a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=^=jb`e^kf`^i=abjlifqflk=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA MD402MD402MD402MD402 1111 1111 1111 1111 1111 1111 1111 dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area B Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 PROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURING CONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEW CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN. SCALE:SCALE:SCALE:SCALE:MD101bMD101bMD101bMD101b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=_=jb`e^kf`^i=abjlifqflk=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 1111 33333333 2222 2222 dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area A Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 PROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURING CONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEW CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN. 2222 REMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECT EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A. GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN. 3333 REMOVE EXISTING SPLIT AC SYSTEM COMPLETEREMOVE EXISTING SPLIT AC SYSTEM COMPLETEREMOVE EXISTING SPLIT AC SYSTEM COMPLETEREMOVE EXISTING SPLIT AC SYSTEM COMPLETE WITH CORRESPONDING REFRIGERATION PIPINGWITH CORRESPONDING REFRIGERATION PIPINGWITH CORRESPONDING REFRIGERATION PIPINGWITH CORRESPONDING REFRIGERATION PIPING AND ROOFTOP CONDENSING UNIT.AND ROOFTOP CONDENSING UNIT.AND ROOFTOP CONDENSING UNIT.AND ROOFTOP CONDENSING UNIT. SCALE:SCALE:SCALE:SCALE:MD102aMD102aMD102aMD102a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=^=jb`e^kf`^i=abjlifqflk=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 1111 1111 2222 2222 1111 dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area B Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 PROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURING CONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEW CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN. 2222 REMOVE EXISTING SPLIT AC SYSTEM COMPLETEREMOVE EXISTING SPLIT AC SYSTEM COMPLETEREMOVE EXISTING SPLIT AC SYSTEM COMPLETEREMOVE EXISTING SPLIT AC SYSTEM COMPLETE WITH CORRESPONDING REFRIGERATION PIPINGWITH CORRESPONDING REFRIGERATION PIPINGWITH CORRESPONDING REFRIGERATION PIPINGWITH CORRESPONDING REFRIGERATION PIPING AND ROOFTOP CONDENSING UNIT.AND ROOFTOP CONDENSING UNIT.AND ROOFTOP CONDENSING UNIT.AND ROOFTOP CONDENSING UNIT. SCALE:SCALE:SCALE:SCALE:MD102bMD102bMD102bMD102b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=_=jb`e^kf`^i=abjlifqflk=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 3333 3333 3333 3333 1111 1111 2222 2222 (E) REFRIGERANT PIPING dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 03 Area A Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 PROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURINGPROTECT EXISTING DUCTWORK DURING CONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEWCONSTRUCTION PREPARATORY FOR NEW CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN.CONNECTION. SEE REMODEL PLAN. 2222 REMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECTREMOVE EXISTING E.A. GRILLE AND PROTECT EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A.EXISTING DUCTWORK PREPARATORY FOR NEW E.A. GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN.GRILLE CONNECTION. SEE REMODEL PLAN. 3333 REMOVE EXISTING ROOFTOP EXHAUST FAN.REMOVE EXISTING ROOFTOP EXHAUST FAN.REMOVE EXISTING ROOFTOP EXHAUST FAN.REMOVE EXISTING ROOFTOP EXHAUST FAN. SCALE:SCALE:SCALE:SCALE:MD103aMD103aMD103aMD103a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=P=^ob^=^=jb`e^kf`^i=abjlifqflk=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 2222 1111 1111 2222 2222 2222 (E) CURB TO REMAIN 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Roof Area A Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MD104aMD104aMD104aMD104a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ollc=^ob^=^=jb`e^kf`^i=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE EXISTING CONDENSING UNIT AND PATCHREMOVE EXISTING CONDENSING UNIT AND PATCHREMOVE EXISTING CONDENSING UNIT AND PATCHREMOVE EXISTING CONDENSING UNIT AND PATCH ROOF. REFERENCE ARCHITECTURAL DRAWINGSROOF. REFERENCE ARCHITECTURAL DRAWINGSROOF. REFERENCE ARCHITECTURAL DRAWINGSROOF. REFERENCE ARCHITECTURAL DRAWINGS FOR ROOF PATCHING.FOR ROOF PATCHING.FOR ROOF PATCHING.FOR ROOF PATCHING. 2222 REMOVE EXISTING ROOFTOP EXHAUST FAN ANDREMOVE EXISTING ROOFTOP EXHAUST FAN ANDREMOVE EXISTING ROOFTOP EXHAUST FAN ANDREMOVE EXISTING ROOFTOP EXHAUST FAN AND EXISTING CURB AND PATCH ROOF. REFERENCEEXISTING CURB AND PATCH ROOF. REFERENCEEXISTING CURB AND PATCH ROOF. REFERENCEEXISTING CURB AND PATCH ROOF. REFERENCE ARCHITECTURAL DRAWINGS FOR ROOF PATCHING.ARCHITECTURAL DRAWINGS FOR ROOF PATCHING.ARCHITECTURAL DRAWINGS FOR ROOF PATCHING.ARCHITECTURAL DRAWINGS FOR ROOF PATCHING. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 2222 2222 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Roof Area B Mechanical Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 REMOVE EXISTING CONDENSING UNIT AND PATCHREMOVE EXISTING CONDENSING UNIT AND PATCHREMOVE EXISTING CONDENSING UNIT AND PATCHREMOVE EXISTING CONDENSING UNIT AND PATCH ROOF.ROOF.ROOF.ROOF. 2222 EXISTING EXHAUST AIR FAN TO REMAIN, PROTECTEXISTING EXHAUST AIR FAN TO REMAIN, PROTECTEXISTING EXHAUST AIR FAN TO REMAIN, PROTECTEXISTING EXHAUST AIR FAN TO REMAIN, PROTECT DURING CONSTRUCTION.DURING CONSTRUCTION.DURING CONSTRUCTION.DURING CONSTRUCTION. SCALE:SCALE:SCALE:SCALE:MD104bMD104bMD104bMD104b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ollc=^ob^=_=jb`e^kf`^i=abjlifqflk=mi^k1111 1111 GGGG JJJJ EEEE CCCC 2222 3333 4444 5555 1111 MD401MD401MD401MD401 1111 2222 3333 4444 5555 1111 1111 1111 2222 1111 2222 1111 1111 1111 2222 1111 5555 4444 4444 4444 4444 6666 dbkbo^i=klqbp A.A.A.A.FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 00 Area A Mechanical Piping Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MD110aMD110aMD110aMD110a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=^=jb`e^kf`^i=mfmfkd=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX AND ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES, STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE, CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE. 2222 REMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATER SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN. 3333 CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN. 4444 REMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVING BASEBOARD HEATERS, INCLUDING THE RISERS INBASEBOARD HEATERS, INCLUDING THE RISERS INBASEBOARD HEATERS, INCLUDING THE RISERS INBASEBOARD HEATERS, INCLUDING THE RISERS IN THE CHASE.THE CHASE.THE CHASE.THE CHASE. 5555 EXISTING HWS/R PIPING SERVING BASEBOARDEXISTING HWS/R PIPING SERVING BASEBOARDEXISTING HWS/R PIPING SERVING BASEBOARDEXISTING HWS/R PIPING SERVING BASEBOARD HEATERS TO REMAIN AND BE RE-PURPOSED ASHEATERS TO REMAIN AND BE RE-PURPOSED ASHEATERS TO REMAIN AND BE RE-PURPOSED ASHEATERS TO REMAIN AND BE RE-PURPOSED AS CHILLED WATER SUPPLY AND RETURN PIPING.CHILLED WATER SUPPLY AND RETURN PIPING.CHILLED WATER SUPPLY AND RETURN PIPING.CHILLED WATER SUPPLY AND RETURN PIPING. FIELD VERIFY EXISTING PIPE ROUTING.FIELD VERIFY EXISTING PIPE ROUTING.FIELD VERIFY EXISTING PIPE ROUTING.FIELD VERIFY EXISTING PIPE ROUTING. 6666 EXISTING CHILLED WATER PIPING IN CHASE TOEXISTING CHILLED WATER PIPING IN CHASE TOEXISTING CHILLED WATER PIPING IN CHASE TOEXISTING CHILLED WATER PIPING IN CHASE TO REMAIN.REMAIN.REMAIN.REMAIN. dbkbo^i=klqbp A.A.A.A.FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA GGGG JJJJ EEEE CCCC (E)1" SHWS/R 1111 1111 1111 (E)1" SHWS/R 1111 MD402MD402MD402MD402 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 00 Area B Mechanical Piping Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 REMOVE PORTION OF EXISTING SNOWMELTREMOVE PORTION OF EXISTING SNOWMELTREMOVE PORTION OF EXISTING SNOWMELTREMOVE PORTION OF EXISTING SNOWMELT HEATING WATER SUPPLY/RETURN PIPING ASHEATING WATER SUPPLY/RETURN PIPING ASHEATING WATER SUPPLY/RETURN PIPING ASHEATING WATER SUPPLY/RETURN PIPING AS SHOWN. FIELD VERIFY EXISTING PIPE ROUTING.SHOWN. FIELD VERIFY EXISTING PIPE ROUTING.SHOWN. FIELD VERIFY EXISTING PIPE ROUTING.SHOWN. FIELD VERIFY EXISTING PIPE ROUTING. SCALE:SCALE:SCALE:SCALE:MD110bMD110bMD110bMD110b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=_=jb`e^kf`^i=mfmfkd=abjlifqflk=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 1111 1111 1111 22222222 2222 2222 2222 2222 1111 1111 1111 1111 1111 1111 2222 2222 2222 1111 1111 2222 2222 2222 2222 2222 2222 2222 2222 2222 2222 2222 2222 2222 2222 3333 4444 6666 7777 8888 2222 2222 2222 3333 4444 4444 4444 3333 3333 3333 4444 3333 3333 3333 4444 7777 7777 7777 7777 7777 6666 7777 7777 7777 3333 3333 4444 4444 3333 5555 8888 8888 4444 3333 8888 3333 4444 5555 3333 2222 2222 3333 4444 5555 4444 3333 5555 8888 3333 4444 3333 4444 4444 3333 3333 3333 4444 3333 3333 5555 4444 3333 3333 3333 33333333 4444 4444 4444 4444 9999 9999 4444 4444 4444 dbkbo^i=klqbp A.A.A.A.FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area A Mechanical Piping Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MD111aMD111aMD111aMD111a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=^=jb`e^kf`^i=mfmfkd=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATER INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC. 2222 REMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVING BASEBOARD HEATERS BACK TO THE CHASE ASBASEBOARD HEATERS BACK TO THE CHASE ASBASEBOARD HEATERS BACK TO THE CHASE ASBASEBOARD HEATERS BACK TO THE CHASE AS SHOWN.SHOWN.SHOWN.SHOWN. 3333 REMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX AND ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES, STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE, CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE. 4444 REMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATER SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN. 5555 CAP HEATING WATER SUPPLY/RETURN PIPING ATCAP HEATING WATER SUPPLY/RETURN PIPING ATCAP HEATING WATER SUPPLY/RETURN PIPING ATCAP HEATING WATER SUPPLY/RETURN PIPING AT MAIN.MAIN.MAIN.MAIN. 6666 REMOVE EXISTING CABINET HEATERANDREMOVE EXISTING CABINET HEATERANDREMOVE EXISTING CABINET HEATERANDREMOVE EXISTING CABINET HEATERAND ASSOCIATED ISOLATION VALVES, STRAINER,ASSOCIATED ISOLATION VALVES, STRAINER,ASSOCIATED ISOLATION VALVES, STRAINER,ASSOCIATED ISOLATION VALVES, STRAINER, CONTROL VALVE, BALANCE VALVE, CONTROLS,CONTROL VALVE, BALANCE VALVE, CONTROLS,CONTROL VALVE, BALANCE VALVE, CONTROLS,CONTROL VALVE, BALANCE VALVE, CONTROLS, ETC. COMPLETE.ETC. COMPLETE.ETC. COMPLETE.ETC. COMPLETE. 7777 REMOVE PORTION OF EXISTING HWS/R PIPINGREMOVE PORTION OF EXISTING HWS/R PIPINGREMOVE PORTION OF EXISTING HWS/R PIPINGREMOVE PORTION OF EXISTING HWS/R PIPING SERVING BASEBOARD HEATER AS SHOWN.SERVING BASEBOARD HEATER AS SHOWN.SERVING BASEBOARD HEATER AS SHOWN.SERVING BASEBOARD HEATER AS SHOWN. 8888 PORTION OF EXISTING HWS/R PIPING SERVINGPORTION OF EXISTING HWS/R PIPING SERVINGPORTION OF EXISTING HWS/R PIPING SERVINGPORTION OF EXISTING HWS/R PIPING SERVING BASEBOARD HEATERS TO REMAIN AND BEBASEBOARD HEATERS TO REMAIN AND BEBASEBOARD HEATERS TO REMAIN AND BEBASEBOARD HEATERS TO REMAIN AND BE REPURPOSED AS CHILLED WATER SUPPLY ANDREPURPOSED AS CHILLED WATER SUPPLY ANDREPURPOSED AS CHILLED WATER SUPPLY ANDREPURPOSED AS CHILLED WATER SUPPLY AND RETURN PIPING. FIELD VERIFY EXISTING PIPERETURN PIPING. FIELD VERIFY EXISTING PIPERETURN PIPING. FIELD VERIFY EXISTING PIPERETURN PIPING. FIELD VERIFY EXISTING PIPE ROUTING.ROUTING.ROUTING.ROUTING. 9999 REMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASE AND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWN INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 MD402MD402MD402MD402 1111 2222 3333 2222 2222 33332222 1111 1111 33332222 2222 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 3333 2222 2222 33332222 33332222 2222 2222 2222 2222 2222 2222 2222 2222 2222 33332222 2222 dbkbo^i=klqbp A.A.A.A.FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area B Mechanical Piping Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MD111bMD111bMD111bMD111b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=_=jb`e^kf`^i=mfmfkd=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX AND ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES, STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE, CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE. 2222 REMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATER SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN. 3333 CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN. 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 1111 1111 1111 1111 2222 2222 2222 1111 1111 2222 1111 1111 1111 1111 1111 1111 1111 1111 2222 2222 2222 2222 2222 2222 2222 2222 2222 3333 4444 5555 6666 7777 8888 3333 3333 3333 4444 3333 8888 2222 3333 4444 2222 7777 7777 3333 4444 5555 5555 3333 4444 2222 2222 2222 4444 4444 3333 3333 4444 3333 4444 5555 3333 4444 5555 3333 4444 4444 3333 5555 4444 3333 8888 8888 3333 4444 5555 4444 3333 4444 4444 3333 3333 5555 3333 3333 4444 4444 3333 5555 6666 6666 6666 6666 6666 6666 6666 6666 3333 4444 4444 3333 3333 4444 5555 3333 4444 3333 9999 9999 4444 5555 55554444 dbkbo^i=klqbp A.A.A.A.FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area A Mechanical Piping Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MD112aMD112aMD112aMD112a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=^=jb`e^kf`^i=mfmfkd=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATER INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC. 2222 REMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVING BASEBOARD HEATERS BACK TO THE CHASE ASBASEBOARD HEATERS BACK TO THE CHASE ASBASEBOARD HEATERS BACK TO THE CHASE ASBASEBOARD HEATERS BACK TO THE CHASE AS SHOWN.SHOWN.SHOWN.SHOWN. 3333 REMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX AND ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES, STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE, CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE. 4444 REMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATER SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN. 5555 CAP HEATING WATER SUPPLY/RETURN PIPING ATCAP HEATING WATER SUPPLY/RETURN PIPING ATCAP HEATING WATER SUPPLY/RETURN PIPING ATCAP HEATING WATER SUPPLY/RETURN PIPING AT MAIN.MAIN.MAIN.MAIN. 6666 REMOVE PORTION OF EXISTING HWS/R PIPINGREMOVE PORTION OF EXISTING HWS/R PIPINGREMOVE PORTION OF EXISTING HWS/R PIPINGREMOVE PORTION OF EXISTING HWS/R PIPING SERVING BASEBOARD HEATER AS SHOWN.SERVING BASEBOARD HEATER AS SHOWN.SERVING BASEBOARD HEATER AS SHOWN.SERVING BASEBOARD HEATER AS SHOWN. 7777 REMOVE EXISTING STEAM AND CONDENSATEREMOVE EXISTING STEAM AND CONDENSATEREMOVE EXISTING STEAM AND CONDENSATEREMOVE EXISTING STEAM AND CONDENSATE PIPING AS SHOWN.PIPING AS SHOWN.PIPING AS SHOWN.PIPING AS SHOWN. 8888 PORTION OF EXISTING HWS/R PIPING SERVINGPORTION OF EXISTING HWS/R PIPING SERVINGPORTION OF EXISTING HWS/R PIPING SERVINGPORTION OF EXISTING HWS/R PIPING SERVING BASEBOARD HEATERS TO REMAIN AND BEBASEBOARD HEATERS TO REMAIN AND BEBASEBOARD HEATERS TO REMAIN AND BEBASEBOARD HEATERS TO REMAIN AND BE REPURPOSED AS CHILLED WATER SUPPLY ANDREPURPOSED AS CHILLED WATER SUPPLY ANDREPURPOSED AS CHILLED WATER SUPPLY ANDREPURPOSED AS CHILLED WATER SUPPLY AND RETURN PIPING. FIELD VERIFY EXISTING PIPERETURN PIPING. FIELD VERIFY EXISTING PIPERETURN PIPING. FIELD VERIFY EXISTING PIPERETURN PIPING. FIELD VERIFY EXISTING PIPE ROUTING.ROUTING.ROUTING.ROUTING. 9999 REMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASE AND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWN INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 2222 3333 4444 4444 4444 4444 1111 2222 2222 1111 1111 1111 1111 1111 1111 11111111 1111 1111 1111 1111 1111 1111 1111 1111 1111 11111111111111111111 1111 1111 1111 1111 1111 1111 2222 2222 2222 3333 3333 2222 3333 3333 2222 2222 3333 3333 3333 3333 2222 2222 2222 2222 3333 3333 2222 2222 3333 2222 3333 2222 33332222 3333 2222 22223333 2222 22222222 2222 dbkbo^i=klqbp A.A.A.A.FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area B Mechanical Piping Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MD112bMD112bMD112bMD112b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=_=jb`e^kf`^i=mfmfkd=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX AND ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES, STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE, CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE. 2222 REMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATER SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN. 3333 CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN. 4444 REMOVE EXISTING A/C UNIT AND ASSOCIATEDREMOVE EXISTING A/C UNIT AND ASSOCIATEDREMOVE EXISTING A/C UNIT AND ASSOCIATEDREMOVE EXISTING A/C UNIT AND ASSOCIATED CONTROLS, CONDENSATE DRAIN PIPING,CONTROLS, CONDENSATE DRAIN PIPING,CONTROLS, CONDENSATE DRAIN PIPING,CONTROLS, CONDENSATE DRAIN PIPING, REFRIGERANT LINES, CONDENSING UNIT (ONREFRIGERANT LINES, CONDENSING UNIT (ONREFRIGERANT LINES, CONDENSING UNIT (ONREFRIGERANT LINES, CONDENSING UNIT (ON ROOF), ETC. COMPLETE.ROOF), ETC. COMPLETE.ROOF), ETC. COMPLETE.ROOF), ETC. COMPLETE. 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 1111 1111 1111 1111 1111 1111 11111111 1111 2222 3333 4444 5555 6666 6666 2222 2222 33333333 2222 3333 5555 3333 4444 2222 4444 2222 2222 2222 3333 2222 2222 3333 2222 2222 3333 3333 2222 2222 3333 2222 2222 3333 3333 2222 3333 2222 3333 2222 2222 2222 2222 4444 3333 3333 4444 3333 3333 2222 2222 2222 2222 4444 3333 3333 2222 3333 2222 2222 2222 2222 3333 3333 2222 3333 3333 3333 3333 3333 3333 4444 4444 3333 3333 dbkbo^i=klqbp A.A.A.A.FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. ARCHITECTURAL FOR PATCHWORK. INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT INDICATED DEMOLITION OF PIPING INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, IS NOT LIMITED TO, THE REMOVAL OF PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INSULATION, ETC. UNLESS NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 03 Area A Mechanical Piping Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MD113aMD113aMD113aMD113a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=P=^ob^=^=jb`e^kf`^i=mfmfkd=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATER INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC.INCLUDING ALL VALVES, STRAINERS, ETC. 2222 REMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX AND ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES,ASSOCIATED REHEAT COIL, ISOLATION VALVES, STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE,STRAINER, CONTROL VALVE, BALANCE VALVE, CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE.CONTROLS, ETC. COMPLETE. 3333 REMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATERREMOVE PORTION OF EXISTING HEATING WATER SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN.SUPPLY/RETURN PIPING AS SHOWN. 4444 CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN.CAP HEATING WATER SUPPLY/RETURN AT MAIN. 5555 REMOVE ALL EXISTING STEAM AND CONDENSATEREMOVE ALL EXISTING STEAM AND CONDENSATEREMOVE ALL EXISTING STEAM AND CONDENSATEREMOVE ALL EXISTING STEAM AND CONDENSATE PIPING BACK TO THE MECHANICAL ROOM ONPIPING BACK TO THE MECHANICAL ROOM ONPIPING BACK TO THE MECHANICAL ROOM ONPIPING BACK TO THE MECHANICAL ROOM ON LEVEL 0. REFERENCE DRAWING MD401 FORLEVEL 0. REFERENCE DRAWING MD401 FORLEVEL 0. REFERENCE DRAWING MD401 FORLEVEL 0. REFERENCE DRAWING MD401 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 6666 REMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASE AND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWNAND PORTION OF MAIN PIPING AS SHOWN INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE.INCLUDING THE BALANCE AND GATE VALVE. 1111 GGGG JJJJ EEEE CCCC 2222 3333 1111 2222 3333 4444 5555 3333 3333 3333 4444 4444 5555 5555 1111 1111 1111 1111 AAAA MH401MH401MH401MH401 BBBB MH401MH401MH401MH401 6666 7777 7777 6666 6666 dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Enlarged Level 00 Area A Mechanical Room Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set ao^tfkd=klqbp SCALE:SCALE:SCALE:SCALE:MD401MD401MD401MD401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" bki^odba=ibsbi=MM=^ob^=^=jb`e^kf`^i=ollj=abjlifqflk=mi^k1111 00002.52.52.52.55555 5555 10101010 NOTE #DESCRIPTION 1111 REMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVINGREMOVE EXISTING HWS/R PIPING SERVING BASEBOARD HEATERS AS SHOWN.BASEBOARD HEATERS AS SHOWN.BASEBOARD HEATERS AS SHOWN.BASEBOARD HEATERS AS SHOWN. 2222 EXISTING HWS/R PIPING SERVING BASEBOARDEXISTING HWS/R PIPING SERVING BASEBOARDEXISTING HWS/R PIPING SERVING BASEBOARDEXISTING HWS/R PIPING SERVING BASEBOARD HEATERS TO REMAIN AND BE REPURPOSED ASHEATERS TO REMAIN AND BE REPURPOSED ASHEATERS TO REMAIN AND BE REPURPOSED ASHEATERS TO REMAIN AND BE REPURPOSED AS CHILLED WATER SUPPLY AND RETURN PIPING.CHILLED WATER SUPPLY AND RETURN PIPING.CHILLED WATER SUPPLY AND RETURN PIPING.CHILLED WATER SUPPLY AND RETURN PIPING. FIELD VERIFY EXISTING PIPE ROUTING.FIELD VERIFY EXISTING PIPE ROUTING.FIELD VERIFY EXISTING PIPE ROUTING.FIELD VERIFY EXISTING PIPE ROUTING. 3333 REMOVE ALL EXISTING STEAM AND CONDENSATEREMOVE ALL EXISTING STEAM AND CONDENSATEREMOVE ALL EXISTING STEAM AND CONDENSATEREMOVE ALL EXISTING STEAM AND CONDENSATE PIPING IN CHASE BACK TO MAIN AS SHOWN ANDPIPING IN CHASE BACK TO MAIN AS SHOWN ANDPIPING IN CHASE BACK TO MAIN AS SHOWN ANDPIPING IN CHASE BACK TO MAIN AS SHOWN AND CAP.CAP.CAP.CAP. 4444 REMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASEREMOVE EXISTING HWS/R RISER PIPING IN CHASE AND PORTION OF MAIN PIPING AS SHOWN.AND PORTION OF MAIN PIPING AS SHOWN.AND PORTION OF MAIN PIPING AS SHOWN.AND PORTION OF MAIN PIPING AS SHOWN. 5555 REMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATERREMOVE EXISTING BASEBOARD HEATER CIRCULATION PUMP AND ASSOCIATED STRAINER,CIRCULATION PUMP AND ASSOCIATED STRAINER,CIRCULATION PUMP AND ASSOCIATED STRAINER,CIRCULATION PUMP AND ASSOCIATED STRAINER, VALVES, CONTROLS, ETC. COMPLETE. CAP HWRVALVES, CONTROLS, ETC. COMPLETE. CAP HWRVALVES, CONTROLS, ETC. COMPLETE. CAP HWRVALVES, CONTROLS, ETC. COMPLETE. CAP HWR PIPING AT MAIN. RETURN CIRCULATION PUMP TOPIPING AT MAIN. RETURN CIRCULATION PUMP TOPIPING AT MAIN. RETURN CIRCULATION PUMP TOPIPING AT MAIN. RETURN CIRCULATION PUMP TO THE OWNER.THE OWNER.THE OWNER.THE OWNER. 6666 REMOVE PORTION OF EXISTING HWS PIPING ASREMOVE PORTION OF EXISTING HWS PIPING ASREMOVE PORTION OF EXISTING HWS PIPING ASREMOVE PORTION OF EXISTING HWS PIPING AS SHOWN AND CAP.SHOWN AND CAP.SHOWN AND CAP.SHOWN AND CAP. 7777 REMOVE EXISTING HEATING WATER PUMP BACKREMOVE EXISTING HEATING WATER PUMP BACKREMOVE EXISTING HEATING WATER PUMP BACKREMOVE EXISTING HEATING WATER PUMP BACK THROUGH THE BUTTERFLY VALVES PREPARATORYTHROUGH THE BUTTERFLY VALVES PREPARATORYTHROUGH THE BUTTERFLY VALVES PREPARATORYTHROUGH THE BUTTERFLY VALVES PREPARATORY FOR NEW. REFERENCE REMODEL FLOW DIAGRAMFOR NEW. REFERENCE REMODEL FLOW DIAGRAMFOR NEW. REFERENCE REMODEL FLOW DIAGRAMFOR NEW. REFERENCE REMODEL FLOW DIAGRAM ON DRAWING MP602 FOR ADDITIONAL DETAIL.ON DRAWING MP602 FOR ADDITIONAL DETAIL.ON DRAWING MP602 FOR ADDITIONAL DETAIL.ON DRAWING MP602 FOR ADDITIONAL DETAIL. KEY PLAN A B 999988887777 DDDD BBBB 2222 1111 1111 1111 1111 1111 3333 3333 dbkbo^i=klqbp A.A.A.A.REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / REMOVE ALL EXISTING S.A. / E.A DUCTWORK, S.A. / R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, R.A. / E.A. DIFFUSERS / GRILLES, CONTROLS, SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED SENSORS, VAV REHEAT BOXES AND ASSOCIATED HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, HEATING WATER BRANCH PIPING, VALVES, STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. STRAINER, ETC. UNLESS OTHERWISE NOTED. REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION REFERENCE MECHANICAL PIPING DEMOLITION PLANS.PLANS.PLANS.PLANS. FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PERIOD. PERIOD. PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING DUCTWORK AND / OR PIPING BRANCH BEING REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR REMOVED. REFERENCE ARCHITECTURAL FOR PATCHWORK. PATCHWORK. PATCHWORK. PATCHWORK. INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INDICATED DEMOLITION OF PIPING AND DUCTWORK INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, OF DUCTWORK, PIPING, FITTINGS, VALVES, HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS HANGERS, SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. NOTED OTHERWISE. INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL INDICATED DEMOLITION OF MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, THE REMOVAL OF EQUIPMENT, PIPING, VALVES, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, INSULATION, SEISMIC BRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. ELECTRICAL, ETC. UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING THERMOSTATS, SENSOR AND CONTROLLING UNITS. UNITS. UNITS. UNITS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. COMPONENTS. COMPONENTS. COMPONENTS. PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS PATCH AND SEAL ALL ABANDONED OPENINGS THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING THROUGH WALLS AND FLOORS. MATCH EXISTING SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. SURROUNDING FINISH. CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PIPE OR DUCTWORK THAT IS TO REMAIN. PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS WITH ELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTRACTOR TO MAKE CERTAIN POWER AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND CONTROLS ARE PROPERLY DISCONNECTED AND TERMINATED.TERMINATED.TERMINATED.TERMINATED. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. G.G.G.G. H.H.H.H. I.I.I.I. J.J.J.J. K.K.K.K. L.L.L.L. M.M.M.M. N.N.N.N. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Enlarged Level 01 Area B Mechanical Room Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE:SCALE:SCALE:SCALE:MD402MD402MD402MD402 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" bki^odba=ibsbi=N=^ob^=_=jb`e^kf`^i=ollj=abjlifqflk=mi^k1111 00002.52.52.52.55555 5555 10101010 ao^tfkd=klqbp NOTE #DESCRIPTION 1111 REMOVE EXISTING DUCTWORK AS SHOWN.REMOVE EXISTING DUCTWORK AS SHOWN.REMOVE EXISTING DUCTWORK AS SHOWN.REMOVE EXISTING DUCTWORK AS SHOWN. 2222 REMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX ANDREMOVE EXISTING VAV REHEAT BOX AND ASSOCIATED DUCTWORK.ASSOCIATED DUCTWORK.ASSOCIATED DUCTWORK.ASSOCIATED DUCTWORK. 3333 REMOVE PORTION OF EXISTING SNOWMELTREMOVE PORTION OF EXISTING SNOWMELTREMOVE PORTION OF EXISTING SNOWMELTREMOVE PORTION OF EXISTING SNOWMELT HEATING WATER SUPPLY/RETURN PIPING ASHEATING WATER SUPPLY/RETURN PIPING ASHEATING WATER SUPPLY/RETURN PIPING ASHEATING WATER SUPPLY/RETURN PIPING AS SHOWN.SHOWN.SHOWN.SHOWN. KEY PLAN A B 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 013 BREAK ROOM 026A OFFICE 010 OFFICE 011 OFFICE 016 TIER 2 (E) AIR HANDLING UNIT 18"Ø18"Ø18"Ø18"Ø 18"Ø18"Ø18"Ø18"Ø 12"Ø12"Ø12"Ø12"Ø 013013013013 VAVRVAVRVAVRVAVR8"Ø8"Ø8"Ø8"Ø 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 015015015015 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 12"Ø12"Ø12"Ø12"Ø 016016016016 VAVRVAVRVAVRVAVR 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 018018018018 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 040040040040 VAVVAVVAVVAV 6" Ø 6" Ø 6" Ø 6" Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 010010010010 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 011011011011 VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 012012012012 VAVRVAVRVAVRVAVR6"Ø6"Ø6"Ø6"Ø 012 OFFICE 028 SHORT TERM STORAGE 026B OFFICE026C OFFICE 026D OFFICE026E OFFICE 026F STUDENTS 024 TECH ROOM 022 OPS 020 OFFICE 018 OFFICE 015 MEN'S RR 014 WOMEN'S RR 040 BDF 009 IMAGING AND STORAGE 14"Ø14"Ø14"Ø14"Ø 6"Ø6"Ø6"Ø6"Ø 12"Ø12"Ø12"Ø12"Ø 009009009009 VAVRVAVRVAVRVAVR 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 026A026A026A026A VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 026B026B026B026B VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 026C026C026C026C VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 026D026D026D026D VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 026E026E026E026E VAVRVAVRVAVRVAVR 026F026F026F026F VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 024024024024 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 12"Ø12"Ø12"Ø12"Ø 022022022022 VAVRVAVRVAVRVAVR 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 020020020020 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 022A022A022A022A VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 022A QA 10"Ø10"Ø10"Ø10"Ø 18"x8"+1"AL18"x8"+1"AL18"x8"+1"AL18"x8"+1"AL 001001001001 VAVRVAVRVAVRVAVR 62"Ø62"Ø62"Ø62"Ø 54"x68"F.O.54"x68"F.O.54"x68"F.O.54"x68"F.O. 1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 11111111 15151515 14141414 11111111 12121212 12121212 3333 3333 3333 3333 3333 3333 3333 3333 3333 3333 2222 2222 2222 3333 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 1111 8"Ø8"Ø8"Ø8"Ø 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 4444 3333 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 4444 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 4444 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 4444 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6666 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 5555 4444 H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 0000----CCCC VAVRVAVRVAVRVAVR 0-C HALL 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8888 8888 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8888 8888 3333 H.D.H.D.H.D.H.D. 6" Ø 6" Ø 6" Ø 6" Ø 4444 13131313 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 4444 9999 9999 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 10101010 3333 18181818 19191919 20202020 22222222 23232323 24242424 16161616 25252525 26262626 17171717 18"x8" EXH.18"x8" EXH.18"x8" EXH.18"x8" EXH. 12121212 17171717 555519191919 22222222 19191919 19191919 19191919 19191919 19191919 19191919 19191919 19191919 19191919 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 54"x68" F.O.54"x68" F.O.54"x68" F.O.54"x68" F.O. MH401MH401MH401MH401 1111 27272727 21212121 8"Ø8"Ø8"Ø8"Ø 24242424 19191919 040040040040 SACSACSACSAC LVTLVTLVTLVT 002002002002 VAVRVAVRVAVRVAVR 27272727 LVTLVTLVTLVT 040040040040 SCUSCUSCUSCU 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 28282828 dbkbo^i=klqbp A.A.A.A.WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT. R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY. B.B.B.B. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 00 Area A Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DIFFUSER CALLOUT DESCRIPTION 1111 S-1S-1S-1S-1 160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER 2222 R-1R-1R-1R-1 22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 3333 R-1R-1R-1R-1 22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 4444 S-1S-1S-1S-1 100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER 5555 S-1S-1S-1S-1 150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER 6666 S-1S-1S-1S-1 105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER 7777 S-1S-1S-1S-1 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 8888 S-1S-1S-1S-1 210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER 9999 S-1S-1S-1S-1 315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER 10101010 S-1S-1S-1S-1 155 CFM, 8"Ø NK S.A. DIFFUSER155 CFM, 8"Ø NK S.A. DIFFUSER155 CFM, 8"Ø NK S.A. DIFFUSER155 CFM, 8"Ø NK S.A. DIFFUSER 11111111 BALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIR DIFFUSER TO 200 CFM.DIFFUSER TO 200 CFM.DIFFUSER TO 200 CFM.DIFFUSER TO 200 CFM. 12121212 BALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIR DIFFUSER TO 150 CFM.DIFFUSER TO 150 CFM.DIFFUSER TO 150 CFM.DIFFUSER TO 150 CFM. 13131313 S-1S-1S-1S-1 255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER 14141414 BALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIR DIFFUSER TO 500 CFM.DIFFUSER TO 500 CFM.DIFFUSER TO 500 CFM.DIFFUSER TO 500 CFM. 15151515 BALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIRBALANCE EXISTING SUPPLY AIR DIFFUSER TO 50 CFM.DIFFUSER TO 50 CFM.DIFFUSER TO 50 CFM.DIFFUSER TO 50 CFM. 16161616 RISE 18"x8" E.A. DUCT TO LEVELRISE 18"x8" E.A. DUCT TO LEVELRISE 18"x8" E.A. DUCT TO LEVELRISE 18"x8" E.A. DUCT TO LEVEL ABOVE.ABOVE.ABOVE.ABOVE. 17171717 BALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIR GRILLE TO 100 CFM.GRILLE TO 100 CFM.GRILLE TO 100 CFM.GRILLE TO 100 CFM. 18181818 E-1E-1E-1E-1 100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE 19191919 12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 20202020 56"x24" R.A. OPENING IN WALL ABOVE56"x24" R.A. OPENING IN WALL ABOVE56"x24" R.A. OPENING IN WALL ABOVE56"x24" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 21212121 BALANCE EXISTING SUPPLY AIR GRILLEBALANCE EXISTING SUPPLY AIR GRILLEBALANCE EXISTING SUPPLY AIR GRILLEBALANCE EXISTING SUPPLY AIR GRILLE TO 500 CFM.TO 500 CFM.TO 500 CFM.TO 500 CFM. 22222222 16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 23232323 22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 24242424 18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 25252525 BALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIR GRILLE TO 150 CFM.GRILLE TO 150 CFM.GRILLE TO 150 CFM.GRILLE TO 150 CFM. 26262626 BALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIRBALANCE EXISTING EXHAUST AIR GRILLE TO 300 CFM.GRILLE TO 300 CFM.GRILLE TO 300 CFM.GRILLE TO 300 CFM. 27272727 SAW CUT WALL FOR NEW DUCTWORKSAW CUT WALL FOR NEW DUCTWORKSAW CUT WALL FOR NEW DUCTWORKSAW CUT WALL FOR NEW DUCTWORK PENETRATIONS. FIRE-SMOKE DAMPERPENETRATIONS. FIRE-SMOKE DAMPERPENETRATIONS. FIRE-SMOKE DAMPERPENETRATIONS. FIRE-SMOKE DAMPER REQUIRED FOR EACH PENETRATION INREQUIRED FOR EACH PENETRATION INREQUIRED FOR EACH PENETRATION INREQUIRED FOR EACH PENETRATION IN THIS WALL.THIS WALL.THIS WALL.THIS WALL. 28282828 SCU-040 TO BE LOCATED IN FENCEDSCU-040 TO BE LOCATED IN FENCEDSCU-040 TO BE LOCATED IN FENCEDSCU-040 TO BE LOCATED IN FENCED AREA WITH THE ICE BANKS.AREA WITH THE ICE BANKS.AREA WITH THE ICE BANKS.AREA WITH THE ICE BANKS. COORDINATE EXACT LOCATION TOCOORDINATE EXACT LOCATION TOCOORDINATE EXACT LOCATION TOCOORDINATE EXACT LOCATION TO ACCOMMODATE UNIT CLEARANCES.ACCOMMODATE UNIT CLEARANCES.ACCOMMODATE UNIT CLEARANCES.ACCOMMODATE UNIT CLEARANCES. SCALE:SCALE:SCALE:SCALE:MH100aMH100aMH100aMH100a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=^=jb`e^kf`^i=objlabi=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 142 BREAKROOM 140 CONFERENCE ROOM 138 OFFICE 136 OFFICE 134 RECEPTION 132 STUDY (MED) 131 OFFICE 130 OFFICE 129 OFFICE 128 STUDY (SM) 127 STUDY (SM) 126 STUDY (SM) 125 STUDY (MED) 124 STUDY (MED) 146 MENS 148 WOMENS 144 FAMILY RR 147 JANITORS OFFICE 122 HD BOOK COLLECTION 122A OPEN STUDY 108 OFFICE 114 INTER LIBRARY LOAN WORKSPACE 110 CIRCULATION RECEPTION 122C OPEN STUDY 122B OPEN STUDY 1-F VESTIBULE 120A OPEN STUDY 24"x14"F.O.24"x14"F.O.24"x14"F.O.24"x14"F.O. 40 " x 2 0 " F . O . 40 " x 2 0 " F . O . 40 " x 2 0 " F . O . 40 " x 2 0 " F . O . 32 " x 1 6 " F . O . 32 " x 1 6 " F . O . 32 " x 1 6 " F . O . 32 " x 1 6 " F . O . 40 " x 2 0 " F . O . 40 " x 2 0 " F . O . 40 " x 2 0 " F . O . 40 " x 2 0 " F . O . 16"Ø16"Ø16"Ø16"Ø 24"x18"F.O.24"x18"F.O.24"x18"F.O.24"x18"F.O. 26"x10" EXH.26"x10" EXH.26"x10" EXH.26"x10" EXH. 3333 CHCHCHCH 2222 CHCHCHCH 8"Ø8"Ø8"Ø8"Ø 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 125125125125 VAVRVAVRVAVRVAVR 126126126126 VAVRVAVRVAVRVAVR 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 124124124124 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 128128128128 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 127127127127 VAVRVAVRVAVRVAVR 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 129129129129 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 6" Ø 6" Ø 6" Ø 6" Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 131131131131 VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 132132132132 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 16"x12"+1"AL16"x12"+1"AL16"x12"+1"AL16"x12"+1"AL 130130130130 VAVRVAVRVAVRVAVR 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 122AA122AA122AA122AA VAVRVAVRVAVRVAVR 14"Ø14"Ø14"Ø14"Ø 10"Ø10"Ø10"Ø10"Ø 140140140140 VAVRVAVRVAVRVAVR 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 142142142142 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 134134134134 VAVRVAVRVAVRVAVR 8" Ø 8" Ø 8" Ø 8" Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 146146146146 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 148148148148 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 122B122B122B122B VAVRVAVRVAVRVAVR 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 10 " Ø 10 " Ø 10 " Ø 10 " Ø 138138138138 VAVRVAVRVAVRVAVR 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 136136136136 VAVRVAVRVAVRVAVR 14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 12"Ø12"Ø12"Ø12"Ø 120AB120AB120AB120AB VAVRVAVRVAVRVAVR 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL14"Ø14"Ø14"Ø14"Ø 120AA120AA120AA120AA VAVRVAVRVAVRVAVR 20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL 16"Ø16"Ø16"Ø16"Ø 118 OPEN STUDY 118B118B118B118B VAVRVAVRVAVRVAVR 20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL 118A118A118A118A VAVRVAVRVAVRVAVR 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 110110110110 VAVRVAVRVAVRVAVR 20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL 18"Ø18"Ø18"Ø18"Ø 100B100B100B100B VAVRVAVRVAVRVAVR 100 OPEN STUDY 20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL 100A100A100A100A VAVRVAVRVAVRVAVR 106 OFFICE 104 OFFICE 102 ELEC ROOM 1-C HALLWAY 1-D STAIR 112 CHECK-IN 116 RESERVE MEDIA 114A OFFICE 6" Ø 6" Ø 6" Ø 6" Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 104104104104 VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 106106106106 VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 108108108108 VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 112112112112 VAVRVAVRVAVRVAVR 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 114114114114 VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 114A114A114A114A VAVRVAVRVAVRVAVR 1-B STAIR 1111 CHCHCHCH 150 READING 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 150B150B150B150B VAVRVAVRVAVRVAVR 150A150A150A150A VAVRVAVRVAVRVAVR 1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515 16161616 18181818 19191919 20"x14"+1"AL20"x14"+1"AL20"x14"+1"AL20"x14"+1"AL 122AE122AE122AE122AE VAVRVAVRVAVRVAVR 16"Ø16"Ø16"Ø16"Ø 50"x24"F.O.50"x24"F.O.50"x24"F.O.50"x24"F.O. 50"x24"F.O.50"x24"F.O.50"x24"F.O.50"x24"F.O. 20202020 21212121 22222222 23232323 24242424 25252525 26262626 27272727 28282828 31313131 32323232 33333333 30303030 18 " Ø 18 " Ø 18 " Ø 18 " Ø 10"Ø10"Ø10"Ø10"Ø 2222 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 19191919 19191919 19191919 19191919 19191919 19191919 19191919 1919191910"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D. 19191919 19191919 19191919 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 19191919 19191919 19191919 19191919 19191919 19191919 2222 22222222 2222 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H. D . H. D . H. D . H. D . 6"Ø6"Ø6"Ø6"Ø 9999 3333 6"Ø6"Ø6"Ø6"Ø 9999 H.D.H.D.H.D.H.D. 3333 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 3333 8"Ø8"Ø8"Ø8"Ø 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 3333 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 36"x8" EXH.36"x8" EXH.36"x8" EXH.36"x8" EXH. 12"Ø12"Ø12"Ø12"Ø 26"x10" EXH.26"x10" EXH.26"x10" EXH.26"x10" EXH. 10 " Ø 10 " Ø 10 " Ø 10 " Ø 6"Ø6"Ø6"Ø6"Ø 12"Ø12"Ø12"Ø12"Ø8"Ø8"Ø8"Ø8"Ø 32323232 32323232 32323232 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . 8"Ø8"Ø8"Ø8"Ø 31313131 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL 32323232 32323232 32323232 32323232 32323232 32323232 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 122AC122AC122AC122AC VAVRVAVRVAVRVAVR14"Ø14"Ø14"Ø14"Ø 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 14"Ø14"Ø14"Ø14"Ø 122AB122AB122AB122AB VAVRVAVRVAVRVAVR H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL H.D.H.D.H.D.H.D. 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL H.D.H.D.H.D.H.D. 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL 32323232 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL H.D.H.D.H.D.H.D. 3232323212"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL H.D.H.D.H.D.H.D. 31313131 31313131 8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 31313131 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 2222 2222 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 18181818 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 1818181810"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . 26262626 26262626 H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 10"Ø10"Ø10"Ø10"Ø 16"Ø16"Ø16"Ø16"Ø 26262626 26262626 26262626 18181818 18181818 18181818 2222 2222 2222 14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . 2222 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 23232323 23232323 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 2424242424242424 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL 24242424 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL H.D.H.D.H.D.H.D. 24242424 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 122AD122AD122AD122AD VAVRVAVRVAVRVAVR 2222 2222 2222 2222 2222 2222 222214"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 10 " Ø 10 " Ø 10 " Ø 10 " Ø 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 10101010 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 10101010 10101010 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 10101010 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 10101010 6"Ø6"Ø6"Ø6"Ø 10101010 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D. 10101010 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 10101010 6"Ø6"Ø6"Ø6"Ø 10101010 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10101010 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 10101010 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 10101010H.D.H.D.H.D.H.D. 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 10101010 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 10101010 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 10101010 H.D.H.D.H.D.H.D. 10101010 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 10101010 10101010 6"Ø6"Ø6"Ø6"Ø 10101010 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 10101010 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 11111111 11111111 11111111 29292929 2222 2222 2222 2222 2222 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 20202020 H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . 10"Ø10"Ø10"Ø10"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 55558"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 5555 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 12"Ø12"Ø12"Ø12"Ø 12"Ø12"Ø12"Ø12"Ø 1111 H.D.H.D.H.D.H.D.H. D . H. D . H. D . H. D . 2222 3333 3333 3333 3333 3333 3333 3333 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 2222 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 11111111 8"Ø8"Ø8"Ø8"Ø 11111111 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 11111111 H.D.H.D.H.D.H.D. 3333 8"Ø8"Ø8"Ø8"Ø 3333 10"Ø10"Ø10"Ø10"Ø 2222 10"Ø10"Ø10"Ø10"Ø 13131313 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 2222 H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 12121212 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 2222 8"Ø8"Ø8"Ø8"Ø 11111111 8"Ø8"Ø8"Ø8"Ø 11111111 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 11111111 11111111 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 11111111 11111111 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 30303030 30303030 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 30303030 30303030 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 30303030 30303030 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 30303030 2222 2222 2222 35353535 36363636 37373737 38383838 39393939 40404040 41414141 42424242 43434343 44444444 45454545 46464646 47474747 48484848 47474747 17171717 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 8"x8" EXH.8"x8" EXH.8"x8" EXH.8"x8" EXH. 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 49494949 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 3737373736363636 20"x12" EXH.20"x12" EXH.20"x12" EXH.20"x12" EXH. A.D.A.D.A.D.A.D. A. D . A. D . A. D . A. D . 39393939 38383838 10"Ø10"Ø10"Ø10"Ø 36363636 36363636 36363636 36363636 36363636 37373737 A.D.A.D.A.D.A.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H. D . H. D . H. D . H. D . 10"Ø10"Ø10"Ø10"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 102102102102 VAVVAVVAVVAV 36363636 36363636 36363636 36363636 36363636 38383838 3333 1111 FCUFCUFCUFCU 20"x12"+1"AL20"x12"+1"AL20"x12"+1"AL20"x12"+1"AL H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 12121212 12121212H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 12121212 12121212 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 50505050 51515151 LVTLVTLVTLVT LVTLVTLVTLVT 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 25252525 2222 2222 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø31313131 H.D.H.D.H.D.H.D. 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 10"Ø10"Ø10"Ø10"Ø 52525252 52525252 47474747 47474747 H.D.H.D.H.D.H.D. dbkbo^i=klqbp A.A.A.A.WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT. R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY. B.B.B.B. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area A Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DIFFUSER CALLOUT DESCRIPTION 1111 S-1S-1S-1S-1 505 CFM, 12"Ø NK S.A. DIFFUSER505 CFM, 12"Ø NK S.A. DIFFUSER505 CFM, 12"Ø NK S.A. DIFFUSER505 CFM, 12"Ø NK S.A. DIFFUSER 2222 R-1R-1R-1R-1 22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 3333 R-1R-1R-1R-1 22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 4444 S-1S-1S-1S-1 415 CFM, 10"Ø NK S.A. DIFFUSER415 CFM, 10"Ø NK S.A. DIFFUSER415 CFM, 10"Ø NK S.A. DIFFUSER415 CFM, 10"Ø NK S.A. DIFFUSER 5555 S-1S-1S-1S-1 165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER 6666 S-1S-1S-1S-1 240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER 7777 S-1S-1S-1S-1 320 CFM, 10"Ø NK S.A. DIFFUSER320 CFM, 10"Ø NK S.A. DIFFUSER320 CFM, 10"Ø NK S.A. DIFFUSER320 CFM, 10"Ø NK S.A. DIFFUSER 8888 S-1S-1S-1S-1 325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER 9999 S-1S-1S-1S-1 105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER 10101010 S-1S-1S-1S-1 100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER 11111111 S-1S-1S-1S-1 140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER 12121212 S-1S-1S-1S-1 300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER 13131313 S-1S-1S-1S-1 335 CFM, 10"Ø NK S.A. DIFFUSER335 CFM, 10"Ø NK S.A. DIFFUSER335 CFM, 10"Ø NK S.A. DIFFUSER335 CFM, 10"Ø NK S.A. DIFFUSER 14141414 S-1S-1S-1S-1 180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER 15151515 S-2S-2S-2S-2 100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER 16161616 S-2S-2S-2S-2 250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER 17171717 S-2S-2S-2S-2 350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER 18181818 S-1S-1S-1S-1 340 CFM, 10"Ø NK S.A. DIFFUSER340 CFM, 10"Ø NK S.A. DIFFUSER340 CFM, 10"Ø NK S.A. DIFFUSER340 CFM, 10"Ø NK S.A. DIFFUSER 19191919 S-1S-1S-1S-1 235 CFM, 10"Ø NK S.A. DIFFUSER235 CFM, 10"Ø NK S.A. DIFFUSER235 CFM, 10"Ø NK S.A. DIFFUSER235 CFM, 10"Ø NK S.A. DIFFUSER 20202020 S-1S-1S-1S-1 385 CFM, 10"Ø NK S.A. DIFFUSER385 CFM, 10"Ø NK S.A. DIFFUSER385 CFM, 10"Ø NK S.A. DIFFUSER385 CFM, 10"Ø NK S.A. DIFFUSER 21212121 S-1S-1S-1S-1 145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER 22222222 S-1S-1S-1S-1 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 23232323 S-3S-3S-3S-3 415 CFM, 18"x12" NK S.A. DIFFUSER415 CFM, 18"x12" NK S.A. DIFFUSER415 CFM, 18"x12" NK S.A. DIFFUSER415 CFM, 18"x12" NK S.A. DIFFUSER 24242424 S-3S-3S-3S-3 210 CFM, 12"x8" NK S.A. DIFFUSER210 CFM, 12"x8" NK S.A. DIFFUSER210 CFM, 12"x8" NK S.A. DIFFUSER210 CFM, 12"x8" NK S.A. DIFFUSER 25252525 S-4S-4S-4S-4 145 CFM, 4'-0" x 2 SLOT S.A.145 CFM, 4'-0" x 2 SLOT S.A.145 CFM, 4'-0" x 2 SLOT S.A.145 CFM, 4'-0" x 2 SLOT S.A. DIFFUSERDIFFUSERDIFFUSERDIFFUSER 26262626 S-3S-3S-3S-3 340 CFM, 14"x10" NK S.A. DIFFUSER340 CFM, 14"x10" NK S.A. DIFFUSER340 CFM, 14"x10" NK S.A. DIFFUSER340 CFM, 14"x10" NK S.A. DIFFUSER 27272727 S-1S-1S-1S-1 150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER 28282828 S-1S-1S-1S-1 125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER 29292929 S-1S-1S-1S-1 195 CFM, 8"Ø NK S.A. DIFFUSER195 CFM, 8"Ø NK S.A. DIFFUSER195 CFM, 8"Ø NK S.A. DIFFUSER195 CFM, 8"Ø NK S.A. DIFFUSER 30303030 S-1S-1S-1S-1 350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER 31313131 S-1S-1S-1S-1 220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER 32323232 S-3S-3S-3S-3 220 CFM, 12"x8" NK S.A. DIFFUSER220 CFM, 12"x8" NK S.A. DIFFUSER220 CFM, 12"x8" NK S.A. DIFFUSER220 CFM, 12"x8" NK S.A. DIFFUSER 33333333 S-1S-1S-1S-1 165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER 35353535 E-1E-1E-1E-1 100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE 36363636 12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 37373737 16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 38383838 18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 39393939 22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 40404040 192"x22" R.A. OPENING IN WALL192"x22" R.A. OPENING IN WALL192"x22" R.A. OPENING IN WALL192"x22" R.A. OPENING IN WALL ABOVE CEILING.ABOVE CEILING.ABOVE CEILING.ABOVE CEILING. 41414141 72"x36" R.A. OPENING IN WALL ABOVE72"x36" R.A. OPENING IN WALL ABOVE72"x36" R.A. OPENING IN WALL ABOVE72"x36" R.A. OPENING IN WALL ABOVE CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D. 42424242 66"x22" R.A. OPENING IN WALL ABOVE66"x22" R.A. OPENING IN WALL ABOVE66"x22" R.A. OPENING IN WALL ABOVE66"x22" R.A. OPENING IN WALL ABOVE CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D. 43434343 48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D. 44444444 S-3S-3S-3S-3 100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER 45454545 R-2R-2R-2R-2 10"x6" NK R.A. GRILLE W/ SOUND10"x6" NK R.A. GRILLE W/ SOUND10"x6" NK R.A. GRILLE W/ SOUND10"x6" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 46464646 18"x8" E.A. DUCT UP FROM LEVEL18"x8" E.A. DUCT UP FROM LEVEL18"x8" E.A. DUCT UP FROM LEVEL18"x8" E.A. DUCT UP FROM LEVEL BELOW. RISE 24"x12" E.A. DUCT UPBELOW. RISE 24"x12" E.A. DUCT UPBELOW. RISE 24"x12" E.A. DUCT UPBELOW. RISE 24"x12" E.A. DUCT UP TO LEVEL ABOVE.TO LEVEL ABOVE.TO LEVEL ABOVE.TO LEVEL ABOVE. 47474747 E-1E-1E-1E-1 350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE FACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECT TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK. 48484848 BALANCE EXISTING E.A. GRILLE TOBALANCE EXISTING E.A. GRILLE TOBALANCE EXISTING E.A. GRILLE TOBALANCE EXISTING E.A. GRILLE TO 100 CFM.100 CFM.100 CFM.100 CFM. 49494949 E-2E-2E-2E-2 100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE 50505050 RISE 54"x56" F.O. S.A. DUCT FROMRISE 54"x56" F.O. S.A. DUCT FROMRISE 54"x56" F.O. S.A. DUCT FROMRISE 54"x56" F.O. S.A. DUCT FROM LEVEL BELOW. RISE 54"x68" F.O. S.A.LEVEL BELOW. RISE 54"x68" F.O. S.A.LEVEL BELOW. RISE 54"x68" F.O. S.A.LEVEL BELOW. RISE 54"x68" F.O. S.A. DUCT TO LEVEL ABOVE.DUCT TO LEVEL ABOVE.DUCT TO LEVEL ABOVE.DUCT TO LEVEL ABOVE. 51515151 RISE 62"Ø S.A. DUCT FROM LEVELRISE 62"Ø S.A. DUCT FROM LEVELRISE 62"Ø S.A. DUCT FROM LEVELRISE 62"Ø S.A. DUCT FROM LEVEL BELOW. RISE 54"Ø S.A. DUCT TOBELOW. RISE 54"Ø S.A. DUCT TOBELOW. RISE 54"Ø S.A. DUCT TOBELOW. RISE 54"Ø S.A. DUCT TO LEVEL ABOVE.LEVEL ABOVE.LEVEL ABOVE.LEVEL ABOVE. 52525252 T-1T-1T-1T-1 18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT SCALE:SCALE:SCALE:SCALE:MH101aMH101aMH101aMH101a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=^=jb`e^kf`^i=objlabi=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 156D STORAGE 156E PRACTICE 156F OFFICE 156 WORKSPACE 158 CONFERENCE ROOM 160A OFFICE 160B OFFICE 192A SMALL MEETING 192B OFFICE 192 WORKSTATIONS/ FLEX SPACE 190 TRAINING AREA 190B OFFICE 190A OFFICE 188A OFFICE 188B CONFERENCE 188 COLLABORATIVE SPACE 186 OFFICE 185 OFFICE 184 OFFICE 183 OFFICE 182 OFFICE 181 OFFICE 180 ADJUNCT OFFICE 170 DROP IN MATH LAB 172 CLASSROOM 179 STUDY 178 STUDY 174 STUDENT PREP 175 MATH LAB RECEPTION 176 I.T. HELP DESK 170C STORAGE 170B STUDY170A STUDY 168 CLASSROOM 166 CLASSROOM 164 CLASSROOM 162 CLASSROOM 160 TUTORING ADMIN OPEN AREA 44"x16"F.O.44"x16"F.O.44"x16"F.O.44"x16"F.O.32"x16"F.O.32"x16"F.O.32"x16"F.O.32"x16"F.O. 46"x16"F.O.46"x16"F.O.46"x16"F.O.46"x16"F.O. 32 " x 1 6 " F . O . 32 " x 1 6 " F . O . 32 " x 1 6 " F . O . 32 " x 1 6 " F . O . 7777 CHCHCHCH 6666 CHCHCHCH 48"x22"F.O.48"x22"F.O.48"x22"F.O.48"x22"F.O. 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48"x22"F.O.48"x22"F.O.48"x22"F.O.48"x22"F.O. 20"x14"+1"AL20"x14"+1"AL20"x14"+1"AL20"x14"+1"AL 22"x14"+1"AL22"x14"+1"AL22"x14"+1"AL22"x14"+1"AL 16"Ø16"Ø16"Ø16"Ø 16"Ø16"Ø16"Ø16"Ø 170BB170BB170BB170BB VAVRVAVRVAVRVAVR 170AA170AA170AA170AA VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 185185185185 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 183183183183 VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 186186186186 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 12"Ø12"Ø12"Ø12"Ø 182182182182 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 181181181181 VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 184184184184 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 180180180180 VAVRVAVRVAVRVAVR 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 10"Ø10"Ø10"Ø10"Ø 6"Ø6"Ø6"Ø6"Ø 1111----XXXX VAVRVAVRVAVRVAVR 1-X HALL 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 10"Ø10"Ø10"Ø10"Ø 170C170C170C170C VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 170B170B170B170B VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 170A170A170A170A VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 166166166166 VAVRVAVRVAVRVAVR 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 14"Ø14"Ø14"Ø14"Ø 168168168168 VAVRVAVRVAVRVAVR 14"Ø14"Ø14"Ø14"Ø 178178178178 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 179179179179 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 1111----VVVV VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 174174174174 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 175175175175 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 1111----UUUU VAVRVAVRVAVRVAVR 12"Ø12"Ø12"Ø12"Ø 162162162162 VAVRVAVRVAVRVAVR 14"Ø14"Ø14"Ø14"Ø 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 12"Ø12"Ø12"Ø12"Ø 164164164164 VAVRVAVRVAVRVAVR 154 MEN'S RESTROOM 152 WOMEN'S RESTROOM 1-N STAIRS 1-P HALL 156A PRACTICE 156B PRACTICE 156C PRACTICE 08 MECH 1-T ELEV 190C STORAGE 08A ELEV EQUIP 152152152152 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 22"Ø22"Ø22"Ø22"Ø 10"Ø10"Ø10"Ø10"Ø 156156156156 VAVRVAVRVAVRVAVR 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 156A156A156A156A VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 156B156B156B156B VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 156C156C156C156C VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 156F156F156F156F VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 156E156E156E156E VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 14"Ø14"Ø14"Ø14"Ø 14"Ø14"Ø14"Ø14"Ø 160A160A160A160A VAVRVAVRVAVRVAVR 8" x 6 " + 1 " A L 8" x 6 " + 1 " A L 8" x 6 " + 1 " A L 8" x 6 " + 1 " A L 6"Ø6"Ø6"Ø6"Ø 1111----YYYY VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 192192192192 VAVRVAVRVAVRVAVR 12 " Ø 12 " Ø 12 " Ø 12 " Ø 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 192B192B192B192B VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 192C192C192C192C VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8" x 8 " + 1 " A L 8" x 8 " + 1 " A L 8" x 8 " + 1 " A L 8" x 8 " + 1 " A L 14"Ø14"Ø14"Ø14"Ø 1111----ZZZZ VAVRVAVRVAVRVAVR 1-Y HALL 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 188188188188 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 188A188A188A188A VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 190A190A190A190A VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 188B188B188B188B VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 6"Ø6"Ø6"Ø6"Ø 192A192A192A192A VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 6"Ø6"Ø6"Ø6"Ø 12"Ø12"Ø12"Ø12"Ø 190190190190 VAVRVAVRVAVRVAVR 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 172172172172 VAVRVAVRVAVRVAVR 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 10"Ø10"Ø10"Ø10"Ø 5555 CHCHCHCH 4444 CHCHCHCH MH402MH402MH402MH402 1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515 16161616 17171717 1818181819191919 2020202021212121 2222222223232323 24242424 25252525 26262626 25252525 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 2222 23232323 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 23232323 23232323 H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 22222222 22222222 222222228"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 2222 27272727 2222 2222 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 21212121 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 21212121 21212121 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 2222 2222 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 20202020 20202020 20202020 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 3333 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 3333 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 2222 44444444 3333 8" Ø 8" Ø 8" Ø 8" Ø H.D.H.D.H.D.H.D. 4444 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 4444 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 4444 10"Ø10"Ø10"Ø10"Ø 4444 10"Ø10"Ø10"Ø10"Ø 4444 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 2222 2222 2222 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 5555 H. D . H. D . H. D . H. D . 5555 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . 5555 55555555 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 5555 55555555 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 2222 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 5555 5555 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 5555 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 26262626 26262626 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.26262626 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 26262626H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.26262626 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 26262626H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.26262626 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 26262626 H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 26262626 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 2222 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 17171717H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 17171717 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 17171717H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 7777 4444 4444 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 4444 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8888 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8888 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8888 H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 8888 8"Ø8"Ø8"Ø8"Ø 2222 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 4444 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . 10"Ø10"Ø10"Ø10"Ø H. D . H. D . H. D . H. D . 10101010 44444444 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 9999 10"Ø10"Ø10"Ø10"Ø H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . 10101010 4444 4444 6666 4444 H.D.H.D.H.D.H.D. 6666 6" Ø 6" Ø 6" Ø 6" Ø 4444 H.D.H.D.H.D.H.D. 6666 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 4444 4444 4444 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 7777 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8888 8888 8888 8888 88888888 TYP.TYP.TYP.TYP. 2222 4444 6666 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D.6666 4444 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 4444 H.D.H.D.H.D.H.D. 12121212 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø 12121212 H. D . H. D . H. D . H. D . 10"Ø10"Ø10"Ø10"Ø 2222 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 4444 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 1111111111111111 11111111 2222 4444 H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 11111111 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.3333 192C STORAGE 4444 H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø 14141414 4444 28282828 29292929 30303030 31313131 32323232 33333333 34343434 35353535 36363636 37373737 32323232H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . 8"Ø8"Ø8"Ø8"Ø 33333333 H. D . H. D . H. D . H. D . 8"Ø8"Ø8"Ø8"Ø 2222 158158158158 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 16161616 16161616 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 160160160160 VAVRVAVRVAVRVAVR H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 160B160B160B160B VAVRVAVRVAVRVAVR 8" x 6 " + 1 " A L 8" x 6 " + 1 " A L 8" x 6 " + 1 " A L 8" x 6 " + 1 " A L 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø H. D . H. D . H. D . H. D . 10"Ø10"Ø10"Ø10"Ø H. D . H. D . H. D . H. D . 12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL12"x8"+1"AL 2222 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 2222 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 29292929 29292929 H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 173173173173 VAVVAVVAVVAV 6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL173 ELECTRICAL 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 10"Ø10"Ø10"Ø10"Ø 190B190B190B190B VAVRVAVRVAVRVAVR H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 31313131 4444 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6666 38383838 39393939 40404040 41414141 42424242 44444444 45454545 46464646 47474747 48484848 49494949 50505050 14"x14" EXH.14"x14" EXH.14"x14" EXH.14"x14" EXH. H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 46"x18"F.O.46"x18"F.O.46"x18"F.O.46"x18"F.O. 12"Ø12"Ø12"Ø12"Ø 46464646 45454545 49494949 45454545 45454545 46464646 42424242 42424242 42424242 42424242 42424242 41414141 41414141 41414141 42424242 4242424242424242 4141414141414141 41414141 43434343 43434343 4343434343434343 42424242 42424242 424242424242424242424242 41414141 41414141 42424242 42424242 42424242 43434343 42424242 10"Ø10"Ø10"Ø10"Ø 42424242 43434343 4444 42424242 42424242 4242424243434343 51515151 52525252 53535353 54545454 LVTLVTLVTLVT 14"x14"14"x14"14"x14"14"x14" 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 53535353 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø LVTLVTLVTLVT 6" x 6 " 6" x 6 " 6" x 6 " 6" x 6 " 54545454 6"x6"6"x6"6"x6"6"x6" H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.8"x8" EXH.8"x8" EXH.8"x8" EXH.8"x8" EXH.1111 23232323 23232323 5555 dbkbo^i=klqbp A.A.A.A.WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT. R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY. B.B.B.B. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area B Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DIFFUSER CALLOUT DESCRIPTION 1111 RISE 10"x6" EXH. DUCT IN CHASERISE 10"x6" EXH. DUCT IN CHASERISE 10"x6" EXH. DUCT IN CHASERISE 10"x6" EXH. DUCT IN CHASE ABOVE. SEE DRAWING MH102b FORABOVE. SEE DRAWING MH102b FORABOVE. SEE DRAWING MH102b FORABOVE. SEE DRAWING MH102b FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 2222 R-1R-1R-1R-1 22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 3333 S-1S-1S-1S-1 170 CFM, 8"Ø NK S.A. DIFFUSER170 CFM, 8"Ø NK S.A. DIFFUSER170 CFM, 8"Ø NK S.A. DIFFUSER170 CFM, 8"Ø NK S.A. DIFFUSER 4444 R-1R-1R-1R-1 22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 5555 S-1S-1S-1S-1 160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER 6666 S-1S-1S-1S-1 105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER 7777 S-1S-1S-1S-1 140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER 8888 S-1S-1S-1S-1 115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER 9999 S-1S-1S-1S-1 240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER 10101010 S-1S-1S-1S-1 325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER 11111111 S-1S-1S-1S-1 195 CFM, 8"Ø NK S.A. DIFFUSER195 CFM, 8"Ø NK S.A. DIFFUSER195 CFM, 8"Ø NK S.A. DIFFUSER195 CFM, 8"Ø NK S.A. DIFFUSER 12121212 S-1S-1S-1S-1 290 CFM, 10"Ø NK S.A. DIFFUSER290 CFM, 10"Ø NK S.A. DIFFUSER290 CFM, 10"Ø NK S.A. DIFFUSER290 CFM, 10"Ø NK S.A. DIFFUSER 13131313 S-2S-2S-2S-2 60 CFM, 6"Ø NK S.A. DIFFUSER60 CFM, 6"Ø NK S.A. DIFFUSER60 CFM, 6"Ø NK S.A. DIFFUSER60 CFM, 6"Ø NK S.A. DIFFUSER 14141414 S-1S-1S-1S-1 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 15151515 S-1S-1S-1S-1 265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER 16161616 S-1S-1S-1S-1 145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER 17171717 S-1S-1S-1S-1 220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER 18181818 S-1S-1S-1S-1 355 CFM, 10"Ø NK S.A. DIFFUSER355 CFM, 10"Ø NK S.A. DIFFUSER355 CFM, 10"Ø NK S.A. DIFFUSER355 CFM, 10"Ø NK S.A. DIFFUSER 19191919 S-1S-1S-1S-1 360 CFM, 10"Ø NK S.A. DIFFUSER360 CFM, 10"Ø NK S.A. DIFFUSER360 CFM, 10"Ø NK S.A. DIFFUSER360 CFM, 10"Ø NK S.A. DIFFUSER 20202020 S-1S-1S-1S-1 380 CFM, 10"Ø NK S.A. DIFFUSER380 CFM, 10"Ø NK S.A. DIFFUSER380 CFM, 10"Ø NK S.A. DIFFUSER380 CFM, 10"Ø NK S.A. DIFFUSER 21212121 S-1S-1S-1S-1 370 CFM, 10"Ø NK S.A. DIFFUSER370 CFM, 10"Ø NK S.A. DIFFUSER370 CFM, 10"Ø NK S.A. DIFFUSER370 CFM, 10"Ø NK S.A. DIFFUSER 22222222 S-1S-1S-1S-1 235 CFM, 8"Ø NK S.A. DIFFUSER235 CFM, 8"Ø NK S.A. DIFFUSER235 CFM, 8"Ø NK S.A. DIFFUSER235 CFM, 8"Ø NK S.A. DIFFUSER 23232323 S-1S-1S-1S-1 315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER 24242424 S-1S-1S-1S-1 125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER 25252525 BALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TO 250 CFM.250 CFM.250 CFM.250 CFM. 26262626 S-1S-1S-1S-1 180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER 27272727 RISE 14"x14" EXHAUST UP INTO CHASERISE 14"x14" EXHAUST UP INTO CHASERISE 14"x14" EXHAUST UP INTO CHASERISE 14"x14" EXHAUST UP INTO CHASE ABOVE AND CONNECT TO EXISTINGABOVE AND CONNECT TO EXISTINGABOVE AND CONNECT TO EXISTINGABOVE AND CONNECT TO EXISTING E.A. DUCTWORK. SEE MH102b FORE.A. DUCTWORK. SEE MH102b FORE.A. DUCTWORK. SEE MH102b FORE.A. DUCTWORK. SEE MH102b FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 28282828 S-2S-2S-2S-2 265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER 29292929 S-2S-2S-2S-2 325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER325 CFM, 10"Ø NK S.A. DIFFUSER 30303030 S-2S-2S-2S-2 290 CFM, 10"Ø NK S.A. DIFFUSER290 CFM, 10"Ø NK S.A. DIFFUSER290 CFM, 10"Ø NK S.A. DIFFUSER290 CFM, 10"Ø NK S.A. DIFFUSER 31313131 S-2S-2S-2S-2 245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER 32323232 S-1S-1S-1S-1 100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER 33333333 S-4S-4S-4S-4 145 CFM, 4'-0" x 2 SLOT S.A.145 CFM, 4'-0" x 2 SLOT S.A.145 CFM, 4'-0" x 2 SLOT S.A.145 CFM, 4'-0" x 2 SLOT S.A. DIFFUSERDIFFUSERDIFFUSERDIFFUSER 34343434 S-3S-3S-3S-3 100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER 35353535 R-2R-2R-2R-2 10"x10" NK R.A. GRILLE10"x10" NK R.A. GRILLE10"x10" NK R.A. GRILLE10"x10" NK R.A. GRILLE 36363636 S-3S-3S-3S-3 290 CFM, 12"x8" NK S.A. DIFFUSER290 CFM, 12"x8" NK S.A. DIFFUSER290 CFM, 12"x8" NK S.A. DIFFUSER290 CFM, 12"x8" NK S.A. DIFFUSER 37373737 R-2R-2R-2R-2 14"x14" NK R.A. GRILLE W/ SOUND14"x14" NK R.A. GRILLE W/ SOUND14"x14" NK R.A. GRILLE W/ SOUND14"x14" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 38383838 BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100 CFM.CFM.CFM.CFM. 39393939 BALANCE EXISTING E.A. GRILLE TO 250BALANCE EXISTING E.A. GRILLE TO 250BALANCE EXISTING E.A. GRILLE TO 250BALANCE EXISTING E.A. GRILLE TO 250 CFM.CFM.CFM.CFM. 40404040 168"x30" R.A. OPENING IN WALL168"x30" R.A. OPENING IN WALL168"x30" R.A. OPENING IN WALL168"x30" R.A. OPENING IN WALL ABOVE CEILING.ABOVE CEILING.ABOVE CEILING.ABOVE CEILING. 41414141 22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 42424242 12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 43434343 16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 44444444 18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 45454545 96"x24" R.A. OPENING IN WALL ABOVE96"x24" R.A. OPENING IN WALL ABOVE96"x24" R.A. OPENING IN WALL ABOVE96"x24" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 46464646 48"x24" R.A. OPENING IN WALL ABOVE48"x24" R.A. OPENING IN WALL ABOVE48"x24" R.A. OPENING IN WALL ABOVE48"x24" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 47474747 108"x24" R.A. OPENING IN WALL108"x24" R.A. OPENING IN WALL108"x24" R.A. OPENING IN WALL108"x24" R.A. OPENING IN WALL ABOVE CEILING.ABOVE CEILING.ABOVE CEILING.ABOVE CEILING. 48484848 36"x24" R.A. OPENING IN WALL ABOVE36"x24" R.A. OPENING IN WALL ABOVE36"x24" R.A. OPENING IN WALL ABOVE36"x24" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 49494949 60"x24" R.A. OPENING IN WALL ABOVE60"x24" R.A. OPENING IN WALL ABOVE60"x24" R.A. OPENING IN WALL ABOVE60"x24" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 50505050 R-2R-2R-2R-2 10"x6" NK R.A. GRILLE10"x6" NK R.A. GRILLE10"x6" NK R.A. GRILLE10"x6" NK R.A. GRILLE 51515151 E-2E-2E-2E-2 100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE 52525252 S-1S-1S-1S-1 165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER 53535353 S-4S-4S-4S-4 135 CFM, 4'-0" x 2 SLOT S.A.135 CFM, 4'-0" x 2 SLOT S.A.135 CFM, 4'-0" x 2 SLOT S.A.135 CFM, 4'-0" x 2 SLOT S.A. DIFFUSERDIFFUSERDIFFUSERDIFFUSER 54545454 E-2E-2E-2E-2 125 CFM, 6"x6" NK E.A. GRILLE125 CFM, 6"x6" NK E.A. GRILLE125 CFM, 6"x6" NK E.A. GRILLE125 CFM, 6"x6" NK E.A. GRILLE SCALE:SCALE:SCALE:SCALE:MH101bMH101bMH101bMH101b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=_=jb`e^kf`^i=objlabi=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 238 TECH SERVICES 23 6 SH E E T M U S I C 234 LARGE COMPUTER CLASSROOM 228D ARCHIVE 228E VAULT 226 PRESS ROOM 243 MOTHERS 242 ELECTRICAL ROOM 53 OPEN STUDY 240 OPEN COMPUTERS 228 SPECIAL COLLECTIONS 228B DCAM 228C SCANNER 228A OFFICE 222 INSTRUCTION 1 224 INSTRUCTION 2 232 OFFICE 200 OFFICE 220 OPEN STUDY 202 OFFICE 230 OFFICE 208 STUDY (SM) 210 STUDY (SM) 212 STUDY (SM) 214 STUDY (MED) 216 STUDY (MED) 218 STUDY (MED) 20"x16"F.O.20"x16"F.O.20"x16"F.O.20"x16"F.O. 26"x10" EXH.26"x10" EXH.26"x10" EXH.26"x10" EXH. 52"x24"F.O.52"x24"F.O.52"x24"F.O.52"x24"F.O. 36 " x 1 6 " F . O . 36 " x 1 6 " F . O . 36 " x 1 6 " F . O . 36 " x 1 6 " F . O . 52"x24"F.O.52"x24"F.O.52"x24"F.O.52"x24"F.O. 26"x16"F.O.26"x16"F.O.26"x16"F.O.26"x16"F.O.18"Ø18"Ø18"Ø18"Ø 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 16"x16"+1"AL16"x16"+1"AL16"x16"+1"AL16"x16"+1"AL 238238238238 VAVRVAVRVAVRVAVR 16"Ø16"Ø16"Ø16"Ø 20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL 240A240A240A240A VAVRVAVRVAVRVAVR 16"Ø16"Ø16"Ø16"Ø 20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL 240B240B240B240B VAVRVAVRVAVRVAVR 16 " Ø 16 " Ø 16 " Ø 16 " Ø 20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL20"x16"+1"AL 234234234234 VAVRVAVRVAVRVAVR 16"Ø16"Ø16"Ø16"Ø 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 26 " x 1 0 " E X H . 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 228228228228 VAVRVAVRVAVRVAVR 12"Ø12"Ø12"Ø12"Ø 12"Ø12"Ø12"Ø12"Ø 228A228A228A228A VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 232232232232 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 230230230230 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 12"Ø12"Ø12"Ø12"Ø 228C228C228C228C VAVRVAVRVAVRVAVR 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 236236236236 VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6"Ø6"Ø6"Ø6"Ø 253253253253 VAVRVAVRVAVRVAVR 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 246246246246 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8" x 1 0 " + 1 " A L 8" x 1 0 " + 1 " A L 8" x 1 0 " + 1 " A L 8" x 1 0 " + 1 " A L 247 MEN'S RESTROOM 248 WOMEN'S RESTROOM 226226226226 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 222222222222 VAVRVAVRVAVRVAVR 12"Ø12"Ø12"Ø12"Ø 14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 10"Ø10"Ø10"Ø10"Ø 228B228B228B228B VAVRVAVRVAVRVAVR 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 10"Ø10"Ø10"Ø10"Ø 224224224224 VAVRVAVRVAVRVAVR 241241241241 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 242242242242 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 248248248248 VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 214214214214 VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL14"x10"+1"AL 10"Ø10"Ø10"Ø10"Ø 216216216216 VAVRVAVRVAVRVAVR 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 218218218218 VAVRVAVRVAVRVAVR 12"Ø12"Ø12"Ø12"Ø 204 STUDY (SM) 2-A STAIR 16"Ø16"Ø16"Ø16"Ø 220A220A220A220A VAVRVAVRVAVRVAVR 18 " x 1 6 " + 1 " A L 18 " x 1 6 " + 1 " A L 18 " x 1 6 " + 1 " A L 18 " x 1 6 " + 1 " A L 220B220B220B220B VAVRVAVRVAVRVAVR 220C220C220C220C VAVRVAVRVAVRVAVR 14"Ø14"Ø14"Ø14"Ø 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 220E220E220E220E VAVRVAVRVAVRVAVR 14"Ø14"Ø14"Ø14"Ø 220D220D220D220D VAVRVAVRVAVRVAVR 14"Ø14"Ø14"Ø14"Ø 8"Ø8"Ø8"Ø8"Ø 200200200200 VAVRVAVRVAVRVAVR 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 202202202202 VAVRVAVRVAVRVAVR 8"x12"+1"AL8"x12"+1"AL8"x12"+1"AL8"x12"+1"AL 8"Ø8"Ø8"Ø8"Ø 204204204204 VAVRVAVRVAVRVAVR 8"x12"+1"AL8"x12"+1"AL8"x12"+1"AL8"x12"+1"AL 212212212212 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 210210210210 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 208208208208 VAVRVAVRVAVRVAVR 8"x12"+1"AL8"x12"+1"AL8"x12"+1"AL8"x12"+1"AL 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 206206206206 VAVRVAVRVAVRVAVR 12"Ø12"Ø12"Ø12"Ø 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 250 OPEN STUDY 250B250B250B250B VAVRVAVRVAVRVAVR 250A250A250A250A VAVRVAVRVAVRVAVR 2-D MECHANICAL 1111 HHHH 1111 2222 1111 LLLL 10"x10"+2"AL10"x10"+2"AL10"x10"+2"AL10"x10"+2"AL 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 1111 DXFCUDXFCUDXFCUDXFCU 3333 34343434 35353535 36363636 4444 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 34343434 34343434 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 34343434 34343434 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 34343434 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . BDBDBDBD 2222 4444 BDBDBDBD 1111 55556666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515 16161616 17171717 18181818 19191919 20202020 21212121 22222222 2323232324242424 25252525 26262626 27272727 28282828 29292929 30303030 31313131 32323232 33333333 H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . 12121212 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10"Ø10"Ø10"Ø10"Ø 12121212 12121212 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 48 " x 2 0 " F . O . 48 " x 2 0 " F . O . 48 " x 2 0 " F . O . 48 " x 2 0 " F . O . 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H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H. D . H. D . H. D . H. D . 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 27272727H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 26262626 H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 26262626 H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 26262626 H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . 26262626 H.D.H.D.H.D.H.D. 26262626 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 26262626 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 26262626 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 19191919 19191919 19191919 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 19191919 19191919 8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D. 19191919 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 19191919 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 19191919 19191919 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 19191919 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 5555 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 161616168"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 16161616 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 161616168"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 16161616 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 161616168"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 1616161616161616 5555 1616161616161616 1616161616161616 H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø,8"Ø,8"Ø,8"Ø, TYP.TYP.TYP.TYP. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 15151515 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 7777 5555 16161616 16161616 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8" Ø 8" Ø 8" Ø 8" Ø 16161616 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 16161616 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 16161616 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 16161616 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 16161616 H.D.H.D.H.D.H.D. 8" Ø 8" Ø 8" Ø 8" Ø 5555 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 17171717 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 17171717 8"Ø8"Ø8"Ø8"Ø 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL H.D.H.D.H.D.H.D. 17171717 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 17171717 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 17171717 H.D.H.D.H.D.H.D. 17171717 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 7777 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 5555 5555 5555 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 8888 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 8888 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 8888 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 8888 10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø888888888888 8888 H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 5555 5555 34"x8" EXH.34"x8" EXH.34"x8" EXH.34"x8" EXH. 16"x8"F.O.16"x8"F.O.16"x8"F.O.16"x8"F.O. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 15151515 15151515 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 15151515 15151515 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 15151515 15151515 15151515 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 249 JANITOR'S CLOSET H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 31313131 241 JANITOR'S OFFICE H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 7777 7777 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 20202020 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.19191919 7777 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 24242424 24242424 24242424 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 24242424 24242424 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 24242424 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H. D . H. D . H. D . H. D . H.D.H.D.H.D.H.D. 24242424 24242424 8"Ø8"Ø8"Ø8"Ø 54"Ø54"Ø54"Ø54"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 23232323 23232323 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 23232323 23232323 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 23232323 555555555555 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 23232323 23232323 5555 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 22222222 22222222 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 22222222 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 22222222 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 22222222 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 243243243243 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 244 FAMILY RR H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 313131316"Ø6"Ø6"Ø6"Ø 7777 55555555 H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 21212121 21212121 21212121 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 21212121 21212121 21212121 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 21212121 21212121 7777 H. D . H. D . H. D . H. D . 8"Ø8"Ø8"Ø8"Ø 7777 6"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D. 51515151 52525252 53535353 54545454 55555555 57575757 57575757 H. D . H. D . H. D . H. D . 56565656 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 20"x12"+1"AL20"x12"+1"AL20"x12"+1"AL20"x12"+1"AL 2222 FCUFCUFCUFCU 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 37373737 38383838 39393939 40404040 41414141 42424242 43434343 44444444 45454545 46464646 47474747 49494949 50505050 A.D.A.D.A.D.A.D. 34"x8" EXH.34"x8" EXH.34"x8" EXH.34"x8" EXH. 20"x12"20"x12"20"x12"20"x12" 48484848 43434343 43434343 43434343 38383838 206 STUDY (MED) 38383838 37373737 37373737 8" Ø 8" Ø 8" Ø 8" Ø A.D.A.D.A.D.A.D.39393939 44444444 39393939 39393939 37373737 40404040 4040404040404040 40404040 40404040 40404040 40404040 40404040 40404040 37373737 37373737 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 39393939 40404040 47474747 6" x 6 " E X H . 6" x 6 " E X H . 6" x 6 " E X H . 6" x 6 " E X H . 40404040 40404040 40404040 40404040 40404040 40404040 5555 5555 44444444 44444444 44444444 44444444 44444444 41414141 40404040 40404040 40404040 40404040 40404040 40404040 33333333 H. D . H. D . H. D . H. D . 6"Ø6"Ø6"Ø6"Ø LVTLVTLVTLVT 5555 5555 LVTLVTLVTLVT 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 58585858 59595959 245 I.T. 245A245A245A245A SACSACSACSAC 245B245B245B245B SACSACSACSAC 56"x54" F.O.56"x54" F.O.56"x54" F.O.56"x54" F.O. 7777 7777 37373737 48484848 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 48484848 48484848 60606060 60606060 8"Ø8"Ø8"Ø8"Ø dbkbo^i=klqbp A.A.A.A.WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT. R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY. B.B.B.B. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area A Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DIFFUSER CALLOUT DESCRIPTION 1111 RO UNIT, REFERENCE PLUMBINGRO UNIT, REFERENCE PLUMBINGRO UNIT, REFERENCE PLUMBINGRO UNIT, REFERENCE PLUMBING DRAWINGS.DRAWINGS.DRAWINGS.DRAWINGS. 2222 WALL MOUNT HUMIDIFIER PERWALL MOUNT HUMIDIFIER PERWALL MOUNT HUMIDIFIER PERWALL MOUNT HUMIDIFIER PER MANUFACTURER'SMANUFACTURER'SMANUFACTURER'SMANUFACTURER'S RECOMMENDATIONS. FIELDRECOMMENDATIONS. FIELDRECOMMENDATIONS. FIELDRECOMMENDATIONS. FIELD COORDINATE EXACT LOCATION.COORDINATE EXACT LOCATION.COORDINATE EXACT LOCATION.COORDINATE EXACT LOCATION. 3333 FM200 SYSTEM, REFERENCE FIREFM200 SYSTEM, REFERENCE FIREFM200 SYSTEM, REFERENCE FIREFM200 SYSTEM, REFERENCE FIRE PROTECTION DRAWINGS.PROTECTION DRAWINGS.PROTECTION DRAWINGS.PROTECTION DRAWINGS. 4444 INSTALL BAROMETRIC RELIEF DAMPERINSTALL BAROMETRIC RELIEF DAMPERINSTALL BAROMETRIC RELIEF DAMPERINSTALL BAROMETRIC RELIEF DAMPER IN WALL ABOVE CEILING.IN WALL ABOVE CEILING.IN WALL ABOVE CEILING.IN WALL ABOVE CEILING. 5555 R-1R-1R-1R-1 22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 6666 S-1S-1S-1S-1 430 CFM, 12"Ø NK S.A. DIFFUSER430 CFM, 12"Ø NK S.A. DIFFUSER430 CFM, 12"Ø NK S.A. DIFFUSER430 CFM, 12"Ø NK S.A. DIFFUSER 7777 R-1R-1R-1R-1 22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 8888 S-1S-1S-1S-1 340 CFM, 10"Ø NK S.A. DIFFUSER340 CFM, 10"Ø NK S.A. DIFFUSER340 CFM, 10"Ø NK S.A. DIFFUSER340 CFM, 10"Ø NK S.A. DIFFUSER 9999 S-1S-1S-1S-1 265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER265 CFM, 10"Ø NK S.A. DIFFUSER 10101010 S-1S-1S-1S-1 210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER 11111111 S-1S-1S-1S-1 490 CFM, 12"Ø NK S.A. DIFFUSER490 CFM, 12"Ø NK S.A. DIFFUSER490 CFM, 12"Ø NK S.A. DIFFUSER490 CFM, 12"Ø NK S.A. DIFFUSER 12121212 S-1S-1S-1S-1 245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER 13131313 S-1S-1S-1S-1 480 CFM, 12"Ø NK S.A. DIFFUSER480 CFM, 12"Ø NK S.A. DIFFUSER480 CFM, 12"Ø NK S.A. DIFFUSER480 CFM, 12"Ø NK S.A. DIFFUSER 14141414 S-1S-1S-1S-1 415 CFM, 10"Ø NK S.A. DIFFUSER415 CFM, 10"Ø NK S.A. DIFFUSER415 CFM, 10"Ø NK S.A. DIFFUSER415 CFM, 10"Ø NK S.A. DIFFUSER 15151515 S-1S-1S-1S-1 105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER105 CFM, 6"Ø NK S.A. DIFFUSER 16161616 S-1S-1S-1S-1 140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER140 CFM, 8"Ø NK S.A. DIFFUSER 17171717 S-1S-1S-1S-1 135 CFM, 8"Ø NK S.A. DIFFUSER135 CFM, 8"Ø NK S.A. DIFFUSER135 CFM, 8"Ø NK S.A. DIFFUSER135 CFM, 8"Ø NK S.A. DIFFUSER 18181818 S-1S-1S-1S-1 110 CFM, 6"Ø NK S.A. DIFFUSER110 CFM, 6"Ø NK S.A. DIFFUSER110 CFM, 6"Ø NK S.A. DIFFUSER110 CFM, 6"Ø NK S.A. DIFFUSER 19191919 S-1S-1S-1S-1 145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER 20202020 S-1S-1S-1S-1 115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER 21212121 S-1S-1S-1S-1 220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER220 CFM, 8"Ø NK S.A. DIFFUSER 22222222 S-1S-1S-1S-1 315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER315 CFM, 10"Ø NK S.A. DIFFUSER 23232323 S-1S-1S-1S-1 230 CFM, 8"Ø NK S.A. DIFFUSER230 CFM, 8"Ø NK S.A. DIFFUSER230 CFM, 8"Ø NK S.A. DIFFUSER230 CFM, 8"Ø NK S.A. DIFFUSER 24242424 S-1S-1S-1S-1 180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER 25252525 S-3S-3S-3S-3 340 CFM, 14"x10" NK R.A. GRILLE340 CFM, 14"x10" NK R.A. GRILLE340 CFM, 14"x10" NK R.A. GRILLE340 CFM, 14"x10" NK R.A. GRILLE 26262626 S-1S-1S-1S-1 175 CFM, 8"Ø NK S.A. DIFFUSER175 CFM, 8"Ø NK S.A. DIFFUSER175 CFM, 8"Ø NK S.A. DIFFUSER175 CFM, 8"Ø NK S.A. DIFFUSER 27272727 S-3S-3S-3S-3 175 CFM, 10"x8" NK S.A. DIFFUSER175 CFM, 10"x8" NK S.A. DIFFUSER175 CFM, 10"x8" NK S.A. DIFFUSER175 CFM, 10"x8" NK S.A. DIFFUSER 28282828 S-2S-2S-2S-2 250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER 29292929 S-2S-2S-2S-2 350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER 30303030 S-1S-1S-1S-1 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 31313131 S-2S-2S-2S-2 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 32323232 S-1S-1S-1S-1 125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER 33333333 S-1S-1S-1S-1 100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER 34343434 S-1S-1S-1S-1 165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER 35353535 R-1R-1R-1R-1 660 CFM, 16"x16" NK R.A. GRILLE660 CFM, 16"x16" NK R.A. GRILLE660 CFM, 16"x16" NK R.A. GRILLE660 CFM, 16"x16" NK R.A. GRILLE 36363636 R-1R-1R-1R-1 330 CFM, 12"x12" NK R.A. GRILLE330 CFM, 12"x12" NK R.A. GRILLE330 CFM, 12"x12" NK R.A. GRILLE330 CFM, 12"x12" NK R.A. GRILLE 37373737 12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 38383838 16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 39393939 18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 40404040 22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 41414141 144"x22" R.A. OPENING IN WALL144"x22" R.A. OPENING IN WALL144"x22" R.A. OPENING IN WALL144"x22" R.A. OPENING IN WALL ABOVE CEILING.ABOVE CEILING.ABOVE CEILING.ABOVE CEILING. 42424242 72"x36"+1"AL R.A. OPENING IN WALL72"x36"+1"AL R.A. OPENING IN WALL72"x36"+1"AL R.A. OPENING IN WALL72"x36"+1"AL R.A. OPENING IN WALL ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D. 43434343 S-1S-1S-1S-1 300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER 44444444 48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 45454545 66"x22" R.A. OPENING IN WALL ABOVE66"x22" R.A. OPENING IN WALL ABOVE66"x22" R.A. OPENING IN WALL ABOVE66"x22" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 46464646 48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE48"x22" R.A. OPENING IN WALL ABOVE CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D.CEILING W/ F.S.D. 47474747 E-1E-1E-1E-1 100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE SCALE:SCALE:SCALE:SCALE:MH102aMH102aMH102aMH102a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=^=jb`e^kf`^i=objlabi=mi^k1111 NOTE # DIFFUSER CALLOUT DESCRIPTION 48484848 E-1E-1E-1E-1 350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE FACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECT TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK. 49494949 BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100 CFM.CFM.CFM.CFM. 50505050 24"x12" E.A. DUCT UP FROM BELOW.24"x12" E.A. DUCT UP FROM BELOW.24"x12" E.A. DUCT UP FROM BELOW.24"x12" E.A. DUCT UP FROM BELOW. RISE 26"x18" E.A. DUCT UP TO LEVELRISE 26"x18" E.A. DUCT UP TO LEVELRISE 26"x18" E.A. DUCT UP TO LEVELRISE 26"x18" E.A. DUCT UP TO LEVEL ABOVE.ABOVE.ABOVE.ABOVE. 51515151 TIE 10"x10"+2"AL O.A. DUCT FROMTIE 10"x10"+2"AL O.A. DUCT FROMTIE 10"x10"+2"AL O.A. DUCT FROMTIE 10"x10"+2"AL O.A. DUCT FROM LOUVER L-1 INTO FAN COIL UNITLOUVER L-1 INTO FAN COIL UNITLOUVER L-1 INTO FAN COIL UNITLOUVER L-1 INTO FAN COIL UNIT DXFCU-1 MIXING BOX. INSTALL ADXFCU-1 MIXING BOX. INSTALL ADXFCU-1 MIXING BOX. INSTALL ADXFCU-1 MIXING BOX. INSTALL A MANUAL BALANCE DAMPER INMANUAL BALANCE DAMPER INMANUAL BALANCE DAMPER INMANUAL BALANCE DAMPER IN DUCTWORK AND BALANCE OUTSIDEDUCTWORK AND BALANCE OUTSIDEDUCTWORK AND BALANCE OUTSIDEDUCTWORK AND BALANCE OUTSIDE AIR TO 150 CFM.AIR TO 150 CFM.AIR TO 150 CFM.AIR TO 150 CFM. 52525252 TRANSITION AS REQUIRED FROMTRANSITION AS REQUIRED FROMTRANSITION AS REQUIRED FROMTRANSITION AS REQUIRED FROM DXFCU-1 OUTLET TO 14"x14"+1"ALDXFCU-1 OUTLET TO 14"x14"+1"ALDXFCU-1 OUTLET TO 14"x14"+1"ALDXFCU-1 OUTLET TO 14"x14"+1"AL SUPPLY AIR DUCT.SUPPLY AIR DUCT.SUPPLY AIR DUCT.SUPPLY AIR DUCT. 53535353 TRANSITION 14"x14"+1"AL RETURN AIRTRANSITION 14"x14"+1"AL RETURN AIRTRANSITION 14"x14"+1"AL RETURN AIRTRANSITION 14"x14"+1"AL RETURN AIR DUCT AS REQUIRED AND CONNECT TODUCT AS REQUIRED AND CONNECT TODUCT AS REQUIRED AND CONNECT TODUCT AS REQUIRED AND CONNECT TO DXFCU-1 MIXING BOX.DXFCU-1 MIXING BOX.DXFCU-1 MIXING BOX.DXFCU-1 MIXING BOX. 54545454 INSTALL STEAM DISTRIBUTOR ININSTALL STEAM DISTRIBUTOR ININSTALL STEAM DISTRIBUTOR ININSTALL STEAM DISTRIBUTOR IN DUCTWORK RISE PERDUCTWORK RISE PERDUCTWORK RISE PERDUCTWORK RISE PER MANUFACTURERS REQUIREMENTS.MANUFACTURERS REQUIREMENTS.MANUFACTURERS REQUIREMENTS.MANUFACTURERS REQUIREMENTS. 55555555 INSTALL/ROUTE STEAM DISTRIBUTIONINSTALL/ROUTE STEAM DISTRIBUTIONINSTALL/ROUTE STEAM DISTRIBUTIONINSTALL/ROUTE STEAM DISTRIBUTION HOSE AND CONDENSATE HOSE PERHOSE AND CONDENSATE HOSE PERHOSE AND CONDENSATE HOSE PERHOSE AND CONDENSATE HOSE PER MANUFACTURE'S REQUIREMENTS.MANUFACTURE'S REQUIREMENTS.MANUFACTURE'S REQUIREMENTS.MANUFACTURE'S REQUIREMENTS. 56565656 4" CONCRETE HOUSEKEEPING PAD.4" CONCRETE HOUSEKEEPING PAD.4" CONCRETE HOUSEKEEPING PAD.4" CONCRETE HOUSEKEEPING PAD. 57575757 SEAL AROUND DUCTWORK WALLSEAL AROUND DUCTWORK WALLSEAL AROUND DUCTWORK WALLSEAL AROUND DUCTWORK WALL PENETRATION AIR TIGHT TO MAINTAINPENETRATION AIR TIGHT TO MAINTAINPENETRATION AIR TIGHT TO MAINTAINPENETRATION AIR TIGHT TO MAINTAIN VAPOR BARRIER AROUND ARCHIVEVAPOR BARRIER AROUND ARCHIVEVAPOR BARRIER AROUND ARCHIVEVAPOR BARRIER AROUND ARCHIVE ROOM.ROOM.ROOM.ROOM. 58585858 RISE 54"x56" F.O. S.A. DUCT FROMRISE 54"x56" F.O. S.A. DUCT FROMRISE 54"x56" F.O. S.A. DUCT FROMRISE 54"x56" F.O. S.A. DUCT FROM LEVEL BELOW. RISE 54"x24" F.O. S.A.LEVEL BELOW. RISE 54"x24" F.O. S.A.LEVEL BELOW. RISE 54"x24" F.O. S.A.LEVEL BELOW. RISE 54"x24" F.O. S.A. DUCT TO LEVEL ABOVE.DUCT TO LEVEL ABOVE.DUCT TO LEVEL ABOVE.DUCT TO LEVEL ABOVE. 59595959 RISE 54"Ø S.A. DUCT FROM LEVELRISE 54"Ø S.A. DUCT FROM LEVELRISE 54"Ø S.A. DUCT FROM LEVELRISE 54"Ø S.A. DUCT FROM LEVEL BELOW. RISE 54"x24" F.O. S.A. DUCTBELOW. RISE 54"x24" F.O. S.A. DUCTBELOW. RISE 54"x24" F.O. S.A. DUCTBELOW. RISE 54"x24" F.O. S.A. DUCT TO LEVEL ABOVE.TO LEVEL ABOVE.TO LEVEL ABOVE.TO LEVEL ABOVE. 60606060 T-1T-1T-1T-1 18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT ao^tfkd=klqbp 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 252 STUDY SKILLS 254 OPEN TUTORING 256 WRITING CENTER OPEN TUTORING 256B OFFICE 256A PREP / STORAGE 256C OFFICE 258 CLASSROOM 260 CLASSROOM 264 OFFICE 265 OFFICE 266 STUDY 267 STUDY 268 STUDY 269 STUDY 270 OPEN TUTORING CENTER 270F PREFUNCTION 270E PRE-FUNCTION 270D PRE-FUNCTION 270C PRE-FUNCTION 270B PREP / STORAGE 270J STORAGE 270H STUDY 272 CLASSROOM 278 CLASSROOM 280 TR / COMM. 286 ADJUNCT OFFICE 288B OFFICE 288 ENGLISH TRANSITION CENTER 52 " x 2 4 " F . O . 52 " x 2 4 " F . O . 52 " x 2 4 " F . O . 52 " x 2 4 " F . O . 46"x16"F.O.46"x16"F.O.46"x16"F.O.46"x16"F.O.36"x14"F.O.36"x14"F.O.36"x14"F.O.36"x14"F.O. 36 " x 1 4 " F . O . 36 " x 1 4 " F . O . 36 " x 1 4 " F . O . 36 " x 1 4 " F . O . 52"x24"F.O.52"x24"F.O.52"x24"F.O.52"x24"F.O. 16"Ø16"Ø16"Ø16"Ø 12"Ø12"Ø12"Ø12"Ø 14"Ø14"Ø14"Ø14"Ø 14"Ø14"Ø14"Ø14"Ø 22"x16"F.O.22"x16"F.O.22"x16"F.O.22"x16"F.O. 288H STORAGE 299 STOR 14"Ø14"Ø14"Ø14"Ø 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 270AA270AA270AA270AA VAVRVAVRVAVRVAVR 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 14"Ø14"Ø14"Ø14"Ø 270BB270BB270BB270BB VAVRVAVRVAVRVAVR 18"x14"+1"AL18"x14"+1"AL18"x14"+1"AL18"x14"+1"AL 14"Ø14"Ø14"Ø14"Ø 270CC270CC270CC270CC VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 46"x16"F.O.46"x16"F.O.46"x16"F.O.46"x16"F.O. 6"Ø6"Ø6"Ø6"Ø 265265265265 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 266266266266 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 267267267267 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 268268268268 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 270J270J270J270J VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 270H270H270H270H VAVRVAVRVAVRVAVR 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 270F270F270F270F VAVRVAVRVAVRVAVR 269269269269 VAVRVAVRVAVRVAVR 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 276276276276 VAVRVAVRVAVRVAVR 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 270DD270DD270DD270DD VAVRVAVRVAVRVAVR 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 10"Ø10"Ø10"Ø10"Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 278278278278 VAVRVAVRVAVRVAVR 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 10 " Ø 10 " Ø 10 " Ø 10 " Ø 274274274274 VAVRVAVRVAVRVAVR 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 14"Ø14"Ø14"Ø14"Ø 12"Ø12"Ø12"Ø12"Ø 272B272B272B272B VAVRVAVRVAVRVAVR 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 264264264264 VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 270B270B270B270B VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 270A270A270A270A VAVRVAVRVAVRVAVR 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 270A RECEPTION 284 WOMEN'S RESTROOM 282 MEN'S RESTROOM 270D270D270D270D VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 2222----WWWW VAVRVAVRVAVRVAVR 2-W HALL 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 12"Ø12"Ø12"Ø12"Ø 260260260260 VAVRVAVRVAVRVAVR 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 12 " Ø 12 " Ø 12 " Ø 12 " Ø 258258258258 VAVRVAVRVAVRVAVR 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 256256256256 VAVRVAVRVAVRVAVR 6" Ø 6" Ø 6" Ø 6" Ø 256A256A256A256A VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 256B256B256B256B VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 256C256C256C256C VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 14"Ø14"Ø14"Ø14"Ø 288AA288AA288AA288AA VAVRVAVRVAVRVAVR 14 " Ø 14 " Ø 14 " Ø 14 " Ø 18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL18"x12"+1"AL 8"Ø8"Ø8"Ø8"Ø 288BB288BB288BB288BB VAVRVAVRVAVRVAVR 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 6"Ø6"Ø6"Ø6"Ø 286286286286 VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6"Ø6"Ø6"Ø6"Ø 288A288A288A288A VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 288B288B288B288B VAVRVAVRVAVRVAVR 8" Ø 8" Ø 8" Ø 8" Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 6"Ø6"Ø6"Ø6"Ø 2222----QQQQ VAVRVAVRVAVRVAVR8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 252A STUDY 252B STUDY 252C STUDY 2-R ELEV 252G PREP / STORAGE 252F STORAGE 252D OFFICE 252E OFFICE 6"Ø6"Ø6"Ø6"Ø 252A252A252A252A VAVRVAVRVAVRVAVR 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 252B252B252B252B VAVRVAVRVAVRVAVR 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 252G252G252G252G VAVRVAVRVAVRVAVR 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 252E252E252E252E VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 14"Ø14"Ø14"Ø14"Ø 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 252BB252BB252BB252BB VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 252C252C252C252C VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 252D252D252D252D VAVRVAVRVAVRVAVR 299299299299 VAVRVAVRVAVRVAVR 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12"Ø12"Ø12"Ø12"Ø 12"Ø12"Ø12"Ø12"Ø 254254254254 VAVRVAVRVAVRVAVR 14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL14"x14"+1"AL 6"Ø6"Ø6"Ø6"Ø 2222----UUUU VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 288G STUDY 288F STUDY 288E STUDY 288D STUDY 288C OFFICE 288A STUDY 2-P STAIR 2-Q HALL 6" Ø 6" Ø 6" Ø 6" Ø288G288G288G288G VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 288F288F288F288F VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 288E288E288E288E VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 288D288D288D288D VAVRVAVRVAVRVAVR 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 284284284284 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 288C288C288C288C VAVRVAVRVAVRVAVR 5555 6666 7777 8888999910101010 11111111 12121212 13131313 14141414 15151515 16161616 17171717 18181818 19191919 20202020 21212121 22222222 23232323 24242424 2525252526262626 27272727 28282828 1111 2222 3333 4444 20202020 24242424 24242424 24242424 24242424 24242424 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H. D . H. D . H. D . H. D . H. D . H. D . H. D . H. D . H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8" Ø 8" Ø 8" Ø 8" Ø 2222 22222222 2222 2222 2222 1111 H.D.H.D.H.D.H.D.H. D . H. D . H. D . H. D . 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 3333 4444 8"Ø8"Ø8"Ø8"Ø 3333 4444 8"Ø8"Ø8"Ø8"Ø 3333 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 3333 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8" Ø 8" Ø 8" Ø 8" Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 14141414 14141414 14141414 14141414 14141414 2222 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 25252525 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 25252525 25252525 25252525 25252525 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 26262626 280A280A280A280A SACSACSACSAC 14"x8"+1"AL14"x8"+1"AL14"x8"+1"AL14"x8"+1"AL 2626262626262626H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 2626262626262626 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 3333 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 270G270G270G270G VAVRVAVRVAVRVAVR 270G STUDY 3333 3333 3333 10"Ø10"Ø10"Ø10"Ø H. D . H. D . H. D . H. D . 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 12121212 H. D . H. D . H. D . H. D . 22222222 10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 2222222222222222 H.D.H.D.H.D.H.D. 2222 2222 2222 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 21212121 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 2121212121212121 274 CLASSROOM 276 CLASSROOM H.D.H.D.H.D.H.D. 44448"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.4444 8"Ø8"Ø8"Ø8"Ø 4444 8"Ø8"Ø8"Ø8"Ø 4444 H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 2222 8"Ø8"Ø8"Ø8"Ø 2222 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.5555 5555 5555 8"Ø8"Ø8"Ø8"Ø 5555 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 2222 2222 10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 6666 6666 6666 10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 22222222 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 77777777 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø7777 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 7777 77777777 3333 3333 3333 10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 22222222 2222 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 1111111111111111 11111111 11111111 11111111 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 2222 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 5555 5555 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 5555 5555 5555 5555 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D. 14141414 3333 3333 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 3333 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 3333 10 " Ø 10 " Ø 10 " Ø 10 " Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 3333 16161616 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 333333333333 16161616 6"Ø6"Ø6"Ø6"Ø 16161616 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 17171717 17171717 H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 6"Ø6"Ø6"Ø6"Ø 17171717 8"Ø8"Ø8"Ø8"Ø 14141414 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 14141414 8"Ø8"Ø8"Ø8"Ø 14141414 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 14141414 8"Ø8"Ø8"Ø8"Ø 14141414 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 14141414 2222 2222 2222 2222 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8888 88888888 88888888 8888 14"Ø14"Ø14"Ø14"Ø 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 252AA252AA252AA252AA VAVRVAVRVAVRVAVR H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 888888888888 88888888 8888 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 3333 3333 14141414 15151515 8" Ø 8" Ø 8" Ø 8" Ø H.D.H.D.H.D.H.D.3333 3333 13131313 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 14141414 3333 3333 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 12121212 12121212 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 29292929 30303030 31313131 32323232 33333333 34343434 35353535 36363636 37373737 2222 3333 10"Ø10"Ø10"Ø10"Ø 37373737 37373737 10101010 H.D.H.D.H.D.H.D. 32323232 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø31313131 31313131 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 6" Ø 6" Ø 6" Ø 6" Ø 2-I ELECTRICAL 3333----1111 VAVVAVVAVVAV 6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL 2-U HALL 8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8" Ø 8" Ø 8" Ø 8" Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 2222 H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 34343434 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 38383838 40404040 41414141 42424242 43434343 44444444 46464646 47474747 26 " x 1 6 " F . O . 26 " x 1 6 " F . O . 26 " x 1 6 " F . O . 26 " x 1 6 " F . O . 14"Ø14"Ø14"Ø14"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 48"x16"F.O.48"x16"F.O.48"x16"F.O.48"x16"F.O. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 22"x14"F.O.22"x14"F.O.22"x14"F.O.22"x14"F.O. 20"x12"F.O.20"x12"F.O.20"x12"F.O.20"x12"F.O. 14"Ø14"Ø14"Ø14"Ø 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 40404040 2222 2222 38383838 38383838 47474747 41414141 41414141 4444444443434343 41414141 41414141 41414141 41414141 45454545 45454545 41414141 41414141 41414141 43434343 41414141 41414141 41414141 41414141 45454545 45454545 45454545 45454545 45454545 45454545 45454545 45454545 45454545 43434343 41414141 414141414141414141414141 41414141 45454545 41414141 41414141 41414141 48484848 280B280B280B280B SACSACSACSAC LVTLVTLVTLVT 10"x6" EXH.10"x6" EXH.10"x6" EXH.10"x6" EXH. 5555 6"Ø6"Ø6"Ø6"Ø H. D . H. D . H. D . H. D . 49494949 6" Ø 6" Ø 6" Ø 6" Ø dbkbo^i=klqbp A.A.A.A.WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT. R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY. B.B.B.B. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area B Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DIFFUSER CALLOUT DESCRIPTION 1111 S-1S-1S-1S-1 255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER 2222 R-1R-1R-1R-1 22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 3333 R-1R-1R-1R-1 22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 4444 S-1S-1S-1S-1 215 CFM, 8"Ø NK S.A. DIFFUSER215 CFM, 8"Ø NK S.A. DIFFUSER215 CFM, 8"Ø NK S.A. DIFFUSER215 CFM, 8"Ø NK S.A. DIFFUSER 5555 S-1S-1S-1S-1 180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER180 CFM, 8"Ø NK S.A. DIFFUSER 6666 S-1S-1S-1S-1 295 CFM, 10"Ø NK S.A. DIFFUSER295 CFM, 10"Ø NK S.A. DIFFUSER295 CFM, 10"Ø NK S.A. DIFFUSER295 CFM, 10"Ø NK S.A. DIFFUSER 7777 S-1S-1S-1S-1 200 CFM, 8"Ø NK S.A. DIFFUSER200 CFM, 8"Ø NK S.A. DIFFUSER200 CFM, 8"Ø NK S.A. DIFFUSER200 CFM, 8"Ø NK S.A. DIFFUSER 8888 S-1S-1S-1S-1 280 CFM, 10"Ø NK S.A. DIFFUSER280 CFM, 10"Ø NK S.A. DIFFUSER280 CFM, 10"Ø NK S.A. DIFFUSER280 CFM, 10"Ø NK S.A. DIFFUSER 9999 S-1S-1S-1S-1 250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER 10101010 S-1S-1S-1S-1 285 CFM, 10"Ø NK S.A. DIFFUSER285 CFM, 10"Ø NK S.A. DIFFUSER285 CFM, 10"Ø NK S.A. DIFFUSER285 CFM, 10"Ø NK S.A. DIFFUSER 11111111 S-1S-1S-1S-1 120 CFM, 8"Ø NK S.A. DIFFUSER120 CFM, 8"Ø NK S.A. DIFFUSER120 CFM, 8"Ø NK S.A. DIFFUSER120 CFM, 8"Ø NK S.A. DIFFUSER 12121212 S-1S-1S-1S-1 150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER150 CFM, 8"Ø NK S.A. DIFFUSER 13131313 S-1S-1S-1S-1 165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER165 CFM, 8"Ø NK S.A. DIFFUSER 14141414 S-1S-1S-1S-1 225 CFM, 8"Ø NK S.A. DIFFUSER225 CFM, 8"Ø NK S.A. DIFFUSER225 CFM, 8"Ø NK S.A. DIFFUSER225 CFM, 8"Ø NK S.A. DIFFUSER 15151515 S-1S-1S-1S-1 155 CFM, 8"Ø NK S.A. DIFFUSER155 CFM, 8"Ø NK S.A. DIFFUSER155 CFM, 8"Ø NK S.A. DIFFUSER155 CFM, 8"Ø NK S.A. DIFFUSER 16161616 S-1S-1S-1S-1 100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER 17171717 S-1S-1S-1S-1 95 CFM, 6"Ø NK S.A. DIFFUSER95 CFM, 6"Ø NK S.A. DIFFUSER95 CFM, 6"Ø NK S.A. DIFFUSER95 CFM, 6"Ø NK S.A. DIFFUSER 18181818 S-1S-1S-1S-1 360 CFM, 10"Ø NK S.A. DIFFUSER360 CFM, 10"Ø NK S.A. DIFFUSER360 CFM, 10"Ø NK S.A. DIFFUSER360 CFM, 10"Ø NK S.A. DIFFUSER 19191919 S-1S-1S-1S-1 310 CFM, 10"Ø NK S.A. DIFFUSER310 CFM, 10"Ø NK S.A. DIFFUSER310 CFM, 10"Ø NK S.A. DIFFUSER310 CFM, 10"Ø NK S.A. DIFFUSER 20202020 BALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TO 250 CFM.250 CFM.250 CFM.250 CFM. 21212121 S-1S-1S-1S-1 185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER 22222222 S-1S-1S-1S-1 260 CFM, 10"Ø NK S.A. DIFFUSER260 CFM, 10"Ø NK S.A. DIFFUSER260 CFM, 10"Ø NK S.A. DIFFUSER260 CFM, 10"Ø NK S.A. DIFFUSER 23232323 S-1S-1S-1S-1 245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER245 CFM, 10"Ø NK S.A. DIFFUSER 24242424 S-1S-1S-1S-1 235 CFM, 8"Ø NK S.A. DIFFUSER235 CFM, 8"Ø NK S.A. DIFFUSER235 CFM, 8"Ø NK S.A. DIFFUSER235 CFM, 8"Ø NK S.A. DIFFUSER 25252525 S-1S-1S-1S-1 275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER 26262626 S-1S-1S-1S-1 135 CFM, 8"Ø NK S.A. DIFFUSER135 CFM, 8"Ø NK S.A. DIFFUSER135 CFM, 8"Ø NK S.A. DIFFUSER135 CFM, 8"Ø NK S.A. DIFFUSER 27272727 S-3S-3S-3S-3 50 CFM, 6"x6" NK S.A. DIFFUSER50 CFM, 6"x6" NK S.A. DIFFUSER50 CFM, 6"x6" NK S.A. DIFFUSER50 CFM, 6"x6" NK S.A. DIFFUSER 28282828 S-1S-1S-1S-1 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 29292929 S-4S-4S-4S-4 150 CFM, 4'-0" x 2 SLOT S.A.150 CFM, 4'-0" x 2 SLOT S.A.150 CFM, 4'-0" x 2 SLOT S.A.150 CFM, 4'-0" x 2 SLOT S.A. DIFFUSERDIFFUSERDIFFUSERDIFFUSER 30303030 S-4S-4S-4S-4 205 CFM, 4'-0" x 3 SLOT S.A.205 CFM, 4'-0" x 3 SLOT S.A.205 CFM, 4'-0" x 3 SLOT S.A.205 CFM, 4'-0" x 3 SLOT S.A. DIFFUSERDIFFUSERDIFFUSERDIFFUSER 31313131 S-2S-2S-2S-2 115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER115 CFM, 8"Ø NK S.A. DIFFUSER 32323232 S-2S-2S-2S-2 145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER 33333333 S-2S-2S-2S-2 275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER 34343434 S-2S-2S-2S-2 375 CFM, 10"Ø NK S.A. DIFFUSER375 CFM, 10"Ø NK S.A. DIFFUSER375 CFM, 10"Ø NK S.A. DIFFUSER375 CFM, 10"Ø NK S.A. DIFFUSER 35353535 S-3S-3S-3S-3 100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER100 CFM, 6"x6" NK S.A. DIFFUSER 36363636 S-2S-2S-2S-2 200 CFM, 8"Ø NK S.A. DIFFUSER200 CFM, 8"Ø NK S.A. DIFFUSER200 CFM, 8"Ø NK S.A. DIFFUSER200 CFM, 8"Ø NK S.A. DIFFUSER 37373737 S-1S-1S-1S-1 240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER 38383838 60"x24" R.A. OPENING IN WALL ABOVE60"x24" R.A. OPENING IN WALL ABOVE60"x24" R.A. OPENING IN WALL ABOVE60"x24" R.A. OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING. 40404040 R-2R-2R-2R-2 10"x6" NK R.A. GRILLE WITH SOUND10"x6" NK R.A. GRILLE WITH SOUND10"x6" NK R.A. GRILLE WITH SOUND10"x6" NK R.A. GRILLE WITH SOUND BOOTBOOTBOOTBOOT 41414141 12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 42424242 14"x14" E.A. DUCT UP FROM BELOW.14"x14" E.A. DUCT UP FROM BELOW.14"x14" E.A. DUCT UP FROM BELOW.14"x14" E.A. DUCT UP FROM BELOW. CONNECT TO EXISTING E.A.CONNECT TO EXISTING E.A.CONNECT TO EXISTING E.A.CONNECT TO EXISTING E.A. DUCTWORK IN CHASE.DUCTWORK IN CHASE.DUCTWORK IN CHASE.DUCTWORK IN CHASE. 43434343 16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 44444444 18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 45454545 22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/22"x22"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 46464646 BALANCE EXISTING E.A. GRILLE TOBALANCE EXISTING E.A. GRILLE TOBALANCE EXISTING E.A. GRILLE TOBALANCE EXISTING E.A. GRILLE TO 250 CFM.250 CFM.250 CFM.250 CFM. 47474747 120"x24" R.A. OPENING IN WALL120"x24" R.A. OPENING IN WALL120"x24" R.A. OPENING IN WALL120"x24" R.A. OPENING IN WALL ABOVE CEILING.ABOVE CEILING.ABOVE CEILING.ABOVE CEILING. 48484848 RISE 10"x6" E.A. DUCT UP TO ROOF,RISE 10"x6" E.A. DUCT UP TO ROOF,RISE 10"x6" E.A. DUCT UP TO ROOF,RISE 10"x6" E.A. DUCT UP TO ROOF, TRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TO REF.REF.REF.REF. 49494949 BALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TOBALANCE EXISTING S.A. DIFFUSER TO 100 CFM.100 CFM.100 CFM.100 CFM. SCALE:SCALE:SCALE:SCALE:MH102bMH102bMH102bMH102b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=_=jb`e^kf`^i=objlabi=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 344A MOTHERS ROOM 344 FAMILY STUDY 362 OPEN STUDY 368 MENS 366 WOMENS 3-B STAIR 1 3-A BRIDGE CONNECTION - Bridge Connection 302 STUDY (MED) 304 STUDY (MED) 306 STORAGE 310 OFFICE 312 OFFICE 300 JUVENILE 54"x24"F.O.54"x24"F.O.54"x24"F.O.54"x24"F.O. 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 48 " x 2 2 " F . O . 22"x16"F.O.22"x16"F.O.22"x16"F.O.22"x16"F.O.20"x16"F.O.20"x16"F.O.20"x16"F.O.20"x16"F.O. 12"Ø12"Ø12"Ø12"Ø 18"Ø18"Ø18"Ø18"Ø 12"Ø12"Ø12"Ø12"Ø 344C KIDS PLAY344B RESTROOM 346 TEST RM 348 TEST RM 350 TEST RM 352 STORAGE 364 ELEC 356 TEST RM 358 TEST RM 360 TEST RM 370 TEST RM 372 TEST RM 374 TEST RM 376 Janitors Closet 378 TEST RM 380 TEST RM 382 TEST RM 328 STUDY (LG) 326 STUDY (LG) 324 MAC LAB 314 STUDY (SM) 316 STUDY (SM) 318 STUDY (SM) 320 STUDY (SM) 322 OFFICE 324A MAC EQUIP 324B ELECTRICAL 330 STUDY (SM) 332 STUDY (SM) 334 STUDY (SM) 336 STUDY (SM) 338 STUDY (SM) 340 STUDY (SM) 3-F STAIR 3-G ELEV 3-H MECH CHASE 3-C STAIRS 308 ELECTRICAL 338338338338 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 340340340340 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 336336336336 VAVRVAVRVAVRVAVR 8"Ø8"Ø8"Ø8"Ø 334334334334 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 332332332332 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 8"Ø8"Ø8"Ø8"Ø 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 342A342A342A342A VAVRVAVRVAVRVAVR 16"Ø16"Ø16"Ø16"Ø 10 " x 1 2 " + 1 " A L 10 " x 1 2 " + 1 " A L 10 " x 1 2 " + 1 " A L 10 " x 1 2 " + 1 " A L 10"Ø10"Ø10"Ø10"Ø 14"Ø14"Ø14"Ø14"Ø 14"x16"+1"AL14"x16"+1"AL14"x16"+1"AL14"x16"+1"AL 330330330330 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 324B324B324B324B VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6"Ø6"Ø6"Ø6"Ø 322322322322 VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 320320320320 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 318318318318 VAVRVAVRVAVRVAVR 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 316316316316 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 314314314314 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 312312312312 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 310310310310 VAVRVAVRVAVRVAVR 300B300B300B300B VAVRVAVRVAVRVAVR 14"Ø14"Ø14"Ø14"Ø 16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL 342B342B342B342B VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 306306306306 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 304304304304 VAVRVAVRVAVRVAVR 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 12"Ø12"Ø12"Ø12"Ø 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 302302302302 VAVRVAVRVAVRVAVR 300D300D300D300D VAVRVAVRVAVRVAVR 18 " x 1 4 " + 1 " A L 18 " x 1 4 " + 1 " A L 18 " x 1 4 " + 1 " A L 18 " x 1 4 " + 1 " A L 14"Ø14"Ø14"Ø14"Ø 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 3333----AAAA VAVRVAVRVAVRVAVR 12"Ø12"Ø12"Ø12"Ø 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 328328328328 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL326326326326 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 6"Ø6"Ø6"Ø6"Ø368368368368 VAVRVAVRVAVRVAVR 8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL8"x10"+1"AL 6"Ø6"Ø6"Ø6"Ø 374374374374 VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6"Ø6"Ø6"Ø6"Ø 378378378378 VAVRVAVRVAVRVAVR 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL 16"x16"+1"AL16"x16"+1"AL16"x16"+1"AL16"x16"+1"AL 16"Ø16"Ø16"Ø16"Ø 344344344344 VAVRVAVRVAVRVAVR 6"Ø6"Ø6"Ø6"Ø 344C344C344C344C VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 344A344A344A344A VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6" Ø 6" Ø 6" Ø 6" Ø 346346346346 VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 6"Ø6"Ø6"Ø6"Ø 362362362362 VAVRVAVRVAVRVAVR 6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 352352352352 VAVRVAVRVAVRVAVR 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 6"Ø6"Ø6"Ø6"Ø 360360360360 VAVRVAVRVAVRVAVR 8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL8"x6"+1"AL 10 " Ø 10 " Ø 10 " Ø 10 " Ø 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 366366366366 VAVRVAVRVAVRVAVR 10"Ø10"Ø10"Ø10"Ø 342F342F342F342F VAVRVAVRVAVRVAVR 1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 15151515 16161616 17171717 18181818 19191919 20202020 21212121 22222222 23232323 24242424 25252525 26262626 27272727 28282828 29292929 30303030 31313131 32323232 33333333 20"x16"F.O.20"x16"F.O.20"x16"F.O.20"x16"F.O. 54"x24"F.O.54"x24"F.O.54"x24"F.O.54"x24"F.O. H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø 2424242424242424 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 3333 23232323 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø 6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL H.D.H.D.H.D.H.D. 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D . 2222 2222 12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 13131313 14"Ø14"Ø14"Ø14"Ø 342C342C342C342C VAVRVAVRVAVRVAVR 14"x16"+1"AL14"x16"+1"AL14"x16"+1"AL14"x16"+1"AL 13131313 13131313 13131313 13131313 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL 14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL 13131313 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 13131313 13131313 13131313 13131313 13131313 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 13131313 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 13131313 13131313 13131313 13131313 13131313 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL10"x6"+1"AL 18"Ø18"Ø18"Ø18"Ø 14"Ø14"Ø14"Ø14"Ø 342D342D342D342D VAVRVAVRVAVRVAVR 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L 16 " x 1 4 " + 1 " A L H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8" Ø 8" Ø 8" Ø 8" Ø 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 12121212 2222 2222 2222 12121212 8" Ø 8" Ø 8" Ø 8" Ø 8"Ø8"Ø8"Ø8"Ø H. D . H. D . H. D . H. D . 12121212 H. D . H. D . H. D . H. D . H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H. D . H. D . H. D . H. D . 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø 8" Ø H. D . H. D . H. D . H. D . 12121212 12121212 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 21212121 8"Ø8"Ø8"Ø8"Ø 21212121 H.D.H.D.H.D.H.D. 2222 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 21212121 21212121 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL 21212121 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 21212121 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 2222 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 12121212 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 12121212 H.D.H.D.H.D.H.D. 10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 12121212 12121212 H.D.H.D.H.D.H.D. 14"Ø14"Ø14"Ø14"Ø 16"x16"+1"AL16"x16"+1"AL16"x16"+1"AL16"x16"+1"AL H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 12121212 H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 12121212 H.D.H.D.H.D.H.D. 10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 342E342E342E342E VAVRVAVRVAVRVAVR 12121212 10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D. 4444 3333 6"Ø6"Ø6"Ø6"Ø 4444 3333 6"Ø6"Ø6"Ø6"Ø 4444 3333 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø 2222 2222 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 11111111 11111111 10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø11111111 11111111 11111111 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 3333 H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø 1111 6" Ø 6" Ø 6" Ø 6" Ø 3333 4444 H. D . H. D . H. D . H. D . 6" Ø 6" Ø 6" Ø 6" Ø 3333 4444 H. D . H. D . H. D . H. D . 6" Ø 6" Ø 6" Ø 6" Ø 3333 4444 H. D . H. D . H. D . H. D . 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 6" Ø 3333 3333 3333H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 4444 44444444 6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL6"x6"+1"AL 6666 8888 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 3333 7777 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø H.D.H.D.H.D.H.D. 4444 3333 FCUFCUFCUFCU 20"x12"+1"AL20"x12"+1"AL20"x12"+1"AL20"x12"+1"AL 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 34343434 35353535 36363636 37373737 38383838 39393939 40404040 41414141 42424242 43434343 44444444 45454545 46464646 14141414 41414141 41414141 41414141 A.D.A.D.A.D.A.D. A.D.A.D.A.D.A.D. 26 " x 1 8 " E X H . 26 " x 1 8 " E X H . 26 " x 1 8 " E X H . 26 " x 1 8 " E X H . 36 " x 1 6 " F . O . 36 " x 1 6 " F . O . 36 " x 1 6 " F . O . 36 " x 1 6 " F . O . 43434343 12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 8"Ø8"Ø8"Ø8"Ø H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. 20202020 20202020 20202020 20202020 2222 35353535 H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D. 10"Ø10"Ø10"Ø10"Ø 36363636 36363636 36363636 36363636 36363636 36363636 35353535 35353535 2222 2222 2222 35353535 3636363636363636 35353535 35353535 35353535 37373737 35353535 35353535 35353535 35353535 35353535 35353535 35353535 35353535 22"x12" EXH.22"x12" EXH.22"x12" EXH.22"x12" EXH. 35353535 35353535 35353535 35353535 35353535 35353535 353535353535353535353535 3535353537373737 37373737 H.D.H.D.H.D.H.D. 6"x6" EXH.6"x6" EXH.6"x6" EXH.6"x6" EXH. 3333 LVTLVTLVTLVT LVTLVTLVTLVT 2222 2222 43434343 43434343 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 30303030 10"Ø10"Ø10"Ø10"Ø H.D.H.D.H.D.H.D. 47474747 8"Ø8"Ø8"Ø8"Ø dbkbo^i=klqbp A.A.A.A.WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT.THERE IS NO EXISTING UNISTRUT. R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED R.A. OPENINGS WITH SOUND BOOTS DO NOT NEED TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE TO BE INSTALLED IF THE WALL IN WHICH THEY ARE LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND LOCATED, IS BETWEEN STRUCTURAL WEBS, AND THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR THERE ARE OPENINGS, OF TOTAL AREA EQUAL TO OR GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE GREATER THAN THAT OF THE SOUND BOOT, INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE STRUCTURAL PAN TO ALLOW AIR TO FLOW INTO THE ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO ADJACENT CEILING SPACE. CONTRACTOR TO PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE PROVIDE CREDIT FOR SOUND BOOTS THAT WERE DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY.DEEMED UNNECESSARY. B.B.B.B. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 03 Area A Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DIFFUSER CALLOUT DESCRIPTION 1111 S-1S-1S-1S-1 160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER160 CFM, 8"Ø NK S.A. DIFFUSER 2222 R-1R-1R-1R-1 22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND22"x22" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 3333 R-1R-1R-1R-1 22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND22"x10" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 4444 S-1S-1S-1S-1 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 5555 S-2S-2S-2S-2 50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER50 CFM, 6"Ø NK S.A. DIFFUSER 6666 S-3S-3S-3S-3 100 CFM, 6"x6" NK S.A.DIFFUSER100 CFM, 6"x6" NK S.A.DIFFUSER100 CFM, 6"x6" NK S.A.DIFFUSER100 CFM, 6"x6" NK S.A.DIFFUSER 7777 S-1S-1S-1S-1 100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER100 CFM, 6"Ø NK S.A. DIFFUSER 8888 R-2R-2R-2R-2 10"x6" NK R.A. GRILLE W/ SOUND10"x6" NK R.A. GRILLE W/ SOUND10"x6" NK R.A. GRILLE W/ SOUND10"x6" NK R.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT 9999 S-2S-2S-2S-2 175 CFM, 8"Ø NK S.A. DIFFUSER175 CFM, 8"Ø NK S.A. DIFFUSER175 CFM, 8"Ø NK S.A. DIFFUSER175 CFM, 8"Ø NK S.A. DIFFUSER 10101010 S-1S-1S-1S-1 240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER240 CFM, 10"Ø NK S.A. DIFFUSER 11111111 S-1S-1S-1S-1 275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER275 CFM, 10"Ø NK S.A. DIFFUSER 12121212 S-1S-1S-1S-1 185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER 13131313 S-3S-3S-3S-3 185 CFM, 10"x6" NK S.A.DIFFUSER185 CFM, 10"x6" NK S.A.DIFFUSER185 CFM, 10"x6" NK S.A.DIFFUSER185 CFM, 10"x6" NK S.A.DIFFUSER 14141414 E-2E-2E-2E-2 500 CFM, 10"x10" NK E.A. GRILLE500 CFM, 10"x10" NK E.A. GRILLE500 CFM, 10"x10" NK E.A. GRILLE500 CFM, 10"x10" NK E.A. GRILLE 15151515 S-1S-1S-1S-1 270 CFM, 10"Ø NK S.A. DIFFUSER270 CFM, 10"Ø NK S.A. DIFFUSER270 CFM, 10"Ø NK S.A. DIFFUSER270 CFM, 10"Ø NK S.A. DIFFUSER 16161616 S-1S-1S-1S-1 305 CFM, 10"Ø NK S.A. DIFFUSER305 CFM, 10"Ø NK S.A. DIFFUSER305 CFM, 10"Ø NK S.A. DIFFUSER305 CFM, 10"Ø NK S.A. DIFFUSER 17171717 S-1S-1S-1S-1 280 CFM, 10"Ø NK S.A. DIFFUSER280 CFM, 10"Ø NK S.A. DIFFUSER280 CFM, 10"Ø NK S.A. DIFFUSER280 CFM, 10"Ø NK S.A. DIFFUSER 18181818 S-1S-1S-1S-1 255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER255 CFM, 10"Ø NK S.A. DIFFUSER 19191919 S-1S-1S-1S-1 310 CFM, 10"Ø NK S.A. DIFFUSER310 CFM, 10"Ø NK S.A. DIFFUSER310 CFM, 10"Ø NK S.A. DIFFUSER310 CFM, 10"Ø NK S.A. DIFFUSER 20202020 S-1S-1S-1S-1 210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER210 CFM, 8"Ø NK S.A. DIFFUSER 21212121 S-1S-1S-1S-1 125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER125 CFM, 8"Ø NK S.A. DIFFUSER 22222222 S-3S-3S-3S-3 125 CFM, 8"x6" NK S.A.DIFFUSER125 CFM, 8"x6" NK S.A.DIFFUSER125 CFM, 8"x6" NK S.A.DIFFUSER125 CFM, 8"x6" NK S.A.DIFFUSER 23232323 S-1S-1S-1S-1 205 CFM, 8"Ø NK S.A. DIFFUSER205 CFM, 8"Ø NK S.A. DIFFUSER205 CFM, 8"Ø NK S.A. DIFFUSER205 CFM, 8"Ø NK S.A. DIFFUSER 24242424 S-1S-1S-1S-1 335 CFM, 10"Ø NK S.A. DIFFUSER335 CFM, 10"Ø NK S.A. DIFFUSER335 CFM, 10"Ø NK S.A. DIFFUSER335 CFM, 10"Ø NK S.A. DIFFUSER 25252525 S-1S-1S-1S-1 250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER 26262626 S-1S-1S-1S-1 105 CFM, 8"Ø NK S.A. DIFFUSER105 CFM, 8"Ø NK S.A. DIFFUSER105 CFM, 8"Ø NK S.A. DIFFUSER105 CFM, 8"Ø NK S.A. DIFFUSER 27272727 S-1S-1S-1S-1 145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER145 CFM, 8"Ø NK S.A. DIFFUSER 28282828 S-1S-1S-1S-1 185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER185 CFM, 8"Ø NK S.A. DIFFUSER 29292929 S-2S-2S-2S-2 250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER250 CFM, 10"Ø NK S.A. DIFFUSER 30303030 S-2S-2S-2S-2 350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER350 CFM, 10"Ø NK S.A. DIFFUSER 31313131 S-1S-1S-1S-1 170 CFM, 8"Ø NK S.A. DIFFUSER170 CFM, 8"Ø NK S.A. DIFFUSER170 CFM, 8"Ø NK S.A. DIFFUSER170 CFM, 8"Ø NK S.A. DIFFUSER 32323232 S-1S-1S-1S-1 225 CFM, 8"Ø NK S.A. DIFFUSER225 CFM, 8"Ø NK S.A. DIFFUSER225 CFM, 8"Ø NK S.A. DIFFUSER225 CFM, 8"Ø NK S.A. DIFFUSER 33333333 S-1S-1S-1S-1 230 CFM, 8"Ø NK S.A. DIFFUSER230 CFM, 8"Ø NK S.A. DIFFUSER230 CFM, 8"Ø NK S.A. DIFFUSER230 CFM, 8"Ø NK S.A. DIFFUSER 34343434 RISE 10"x10" E.A. DUCT UP.RISE 10"x10" E.A. DUCT UP.RISE 10"x10" E.A. DUCT UP.RISE 10"x10" E.A. DUCT UP. TRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TO REF-3.REF-3.REF-3.REF-3. 35353535 12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/12"x12"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 36363636 16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/16"x16"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 37373737 18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/18"x18"+1"AL R.A. OPENING W/ SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING.SOUND BOOT ABOVE CEILING. 38383838 48"x22" RETURN AIR OPENING IN WALL48"x22" RETURN AIR OPENING IN WALL48"x22" RETURN AIR OPENING IN WALL48"x22" RETURN AIR OPENING IN WALL ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D. 39393939 66"x22" RETURN AIR OPENING IN WALL66"x22" RETURN AIR OPENING IN WALL66"x22" RETURN AIR OPENING IN WALL66"x22" RETURN AIR OPENING IN WALL ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D. 40404040 66"x36" RETURN AIR OPENING IN WALL66"x36" RETURN AIR OPENING IN WALL66"x36" RETURN AIR OPENING IN WALL66"x36" RETURN AIR OPENING IN WALL ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D.ABOVE CEILING W/ F.S.D. 41414141 S-2S-2S-2S-2 300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER300 CFM, 10"Ø NK S.A. DIFFUSER 42424242 RISE 26"x18" E.A. DUCT UP.RISE 26"x18" E.A. DUCT UP.RISE 26"x18" E.A. DUCT UP.RISE 26"x18" E.A. DUCT UP. TRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TO REF-1.REF-1.REF-1.REF-1. 43434343 E-1E-1E-1E-1 350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE350 CFM, MATCH PREVIOUS GRILLE FACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECTFACE AND NECK SIZE AND CONNECT TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK.TO EXISTING E.A. DUCTWORK. 44444444 BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100BALANCE EXISTING E.A. GRILLE TO 100 CFM.CFM.CFM.CFM. 45454545 RISE 22"x12" E.A. DUCT UP.RISE 22"x12" E.A. DUCT UP.RISE 22"x12" E.A. DUCT UP.RISE 22"x12" E.A. DUCT UP. TRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TO REF-2.REF-2.REF-2.REF-2. 46464646 E-1E-1E-1E-1 100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE100 CFM, 6"x6" NK E.A. GRILLE 47474747 T-1T-1T-1T-1 18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND18"x18" NK T.A. GRILLE W/ SOUND BOOTBOOTBOOTBOOT SCALE:SCALE:SCALE:SCALE:MH103aMH103aMH103aMH103a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=P=^ob^=^=jb`e^kf`^i=objlabi=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 DXFCUDXFCUDXFCUDXFCU 1111 (CONDENSING(CONDENSING(CONDENSING(CONDENSING UNIT)UNIT)UNIT)UNIT) 2222 REFREFREFREF 1111 REFREFREFREF 3333 REFREFREFREF 1111 245B245B245B245B SCUSCUSCUSCU 245A245A245A245A SCUSCUSCUSCU (E) CURB TO REMAIN PROVIDE NEWPROVIDE NEWPROVIDE NEWPROVIDE NEW 18" TALL CURB18" TALL CURB18" TALL CURB18" TALL CURB 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Roof Area A Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE:SCALE:SCALE:SCALE:MH104aMH104aMH104aMH104a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ollc=^ob^=^=jb`e^kf`^i=objlabi=mi^k1111 KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 REFRIGERANT LINES UP FROM LEVEL BELOW ANDREFRIGERANT LINES UP FROM LEVEL BELOW ANDREFRIGERANT LINES UP FROM LEVEL BELOW ANDREFRIGERANT LINES UP FROM LEVEL BELOW AND CONNECT TO DXFCU-1 CONDENSING UNIT. SIZECONNECT TO DXFCU-1 CONDENSING UNIT. SIZECONNECT TO DXFCU-1 CONDENSING UNIT. SIZECONNECT TO DXFCU-1 CONDENSING UNIT. SIZE AND INSTALL REFRIGERANT LINES PERAND INSTALL REFRIGERANT LINES PERAND INSTALL REFRIGERANT LINES PERAND INSTALL REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS. SEE DRAWINGMANUFACTURER'S REQUIREMENTS. SEE DRAWINGMANUFACTURER'S REQUIREMENTS. SEE DRAWINGMANUFACTURER'S REQUIREMENTS. SEE DRAWING MP113a FOR CONTINUATION.MP113a FOR CONTINUATION.MP113a FOR CONTINUATION.MP113a FOR CONTINUATION. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA (E) REF (E) REF 280A280A280A280A SCUSCUSCUSCU 280B280B280B280B SCUSCUSCUSCU 4444 REFREFREFREF PROVIDE NEWPROVIDE NEWPROVIDE NEWPROVIDE NEW 18" TALL CURB18" TALL CURB18" TALL CURB18" TALL CURB 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Roof Area B Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MH104bMH104bMH104bMH104b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ollc=^ob^=_=jb`e^kf`^i=objlabi=mi^k1111 1111 GGGG JJJJ EEEE 2222 3333 030 MECH ROOM (E) AIR HANDLING UNIT 1111 2222 4444 5555 6666 3333 18"Ø18"Ø18"Ø18"Ø 4444 6666 7777 54"x68"F.O.54"x68"F.O.54"x68"F.O.54"x68"F.O. 1111 62"Ø62"Ø62"Ø62"Ø AAAA MH401MH401MH401MH401 BBBB MH401MH401MH401MH401 8"Ø8"Ø8"Ø8"Ø 002002002002 VAVRVAVRVAVRVAVR (E)40"x18"+1"AL R.A. 18"Ø18"Ø18"Ø18"Ø 3333 18"Ø18"Ø18"Ø18"Ø 56"x46" F.O.56"x46" F.O.56"x46" F.O.56"x46" F.O. +2" INS. W/+2" INS. W/+2" INS. W/+2" INS. W/ PERF. LINERPERF. LINERPERF. LINERPERF. LINER 78"x46" F.O.+2" INSULATION78"x46" F.O.+2" INSULATION78"x46" F.O.+2" INSULATION78"x46" F.O.+2" INSULATION DOUBLE WALL DUCT W/ PERF. DOUBLE WALL DUCT W/ PERF. DOUBLE WALL DUCT W/ PERF. DOUBLE WALL DUCT W/ PERF. LINERLINERLINERLINER (E) R.A. SOUND TRAP 3333 54"Ø+2" INS. 54"Ø+2" INS. 54"Ø+2" INS. 54"Ø+2" INS. DOUBLE WALL DUCTDOUBLE WALL DUCTDOUBLE WALL DUCTDOUBLE WALL DUCT W/ PERF. INNER LINERW/ PERF. INNER LINERW/ PERF. INNER LINERW/ PERF. INNER LINER 62"Ø +2" INSULATION62"Ø +2" INSULATION62"Ø +2" INSULATION62"Ø +2" INSULATION DOUBLE WALL DUCT W/ PERF. DOUBLE WALL DUCT W/ PERF. DOUBLE WALL DUCT W/ PERF. DOUBLE WALL DUCT W/ PERF. INNER LINERINNER LINERINNER LINERINNER LINER (E) R.A. SOUND TRAP 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Enlarged Level 00 Area A Mechanical Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set ao^tfkd=klqbp 00002.52.52.52.55555 5555 10101010 NOTE #DESCRIPTION 1111 54"Ø+2" INSULATION DOUBLE WALL DUCT WITH54"Ø+2" INSULATION DOUBLE WALL DUCT WITH54"Ø+2" INSULATION DOUBLE WALL DUCT WITH54"Ø+2" INSULATION DOUBLE WALL DUCT WITH PERFORATED INNER LINER. TRANSITION ANDPERFORATED INNER LINER. TRANSITION ANDPERFORATED INNER LINER. TRANSITION ANDPERFORATED INNER LINER. TRANSITION AND CONNECT DUCT TO EXISTING AIR HANDLING UNITCONNECT DUCT TO EXISTING AIR HANDLING UNITCONNECT DUCT TO EXISTING AIR HANDLING UNITCONNECT DUCT TO EXISTING AIR HANDLING UNIT (96"x60" OPENING).(96"x60" OPENING).(96"x60" OPENING).(96"x60" OPENING). 2222 62"Ø+2" INSULATION DOUBLE WALL DUCT WITH62"Ø+2" INSULATION DOUBLE WALL DUCT WITH62"Ø+2" INSULATION DOUBLE WALL DUCT WITH62"Ø+2" INSULATION DOUBLE WALL DUCT WITH PERFORATED INNER LINER.PERFORATED INNER LINER.PERFORATED INNER LINER.PERFORATED INNER LINER. 3333 46"x58" F.O.+2" INSULATION DOUBLE WALL DUCT46"x58" F.O.+2" INSULATION DOUBLE WALL DUCT46"x58" F.O.+2" INSULATION DOUBLE WALL DUCT46"x58" F.O.+2" INSULATION DOUBLE WALL DUCT WITH PERFORATED INNER LINER. TRANSITION ANDWITH PERFORATED INNER LINER. TRANSITION ANDWITH PERFORATED INNER LINER. TRANSITION ANDWITH PERFORATED INNER LINER. TRANSITION AND CONNECT DUCT TO EXISTING AIR HANDLING UNITCONNECT DUCT TO EXISTING AIR HANDLING UNITCONNECT DUCT TO EXISTING AIR HANDLING UNITCONNECT DUCT TO EXISTING AIR HANDLING UNIT (69"x60" OPENING).(69"x60" OPENING).(69"x60" OPENING).(69"x60" OPENING). 4444 78"x46" F.O.+2" INSULATION DOUBLE WALL DUCT78"x46" F.O.+2" INSULATION DOUBLE WALL DUCT78"x46" F.O.+2" INSULATION DOUBLE WALL DUCT78"x46" F.O.+2" INSULATION DOUBLE WALL DUCT WITH PERFORATED INNER LINER.WITH PERFORATED INNER LINER.WITH PERFORATED INNER LINER.WITH PERFORATED INNER LINER. 5555 DROP DUCT DOWN THROUGH GRATING TO TUNNELDROP DUCT DOWN THROUGH GRATING TO TUNNELDROP DUCT DOWN THROUGH GRATING TO TUNNELDROP DUCT DOWN THROUGH GRATING TO TUNNEL BELOW. MODIFY OPENING IN GRATING TOBELOW. MODIFY OPENING IN GRATING TOBELOW. MODIFY OPENING IN GRATING TOBELOW. MODIFY OPENING IN GRATING TO ACCOMMODATE NEW DUCT. IT IS THE INTENTACCOMMODATE NEW DUCT. IT IS THE INTENTACCOMMODATE NEW DUCT. IT IS THE INTENTACCOMMODATE NEW DUCT. IT IS THE INTENT THAT THE NEW DUCT FIT BETWEEN THE EXISTINGTHAT THE NEW DUCT FIT BETWEEN THE EXISTINGTHAT THE NEW DUCT FIT BETWEEN THE EXISTINGTHAT THE NEW DUCT FIT BETWEEN THE EXISTING BEAMS SUPPORTING THE GRATING.BEAMS SUPPORTING THE GRATING.BEAMS SUPPORTING THE GRATING.BEAMS SUPPORTING THE GRATING. 6666 DUCTWORK BELOW FLOOR IN TUNNEL.DUCTWORK BELOW FLOOR IN TUNNEL.DUCTWORK BELOW FLOOR IN TUNNEL.DUCTWORK BELOW FLOOR IN TUNNEL. 7777 TRANSITION FROM 78"x46" F.O. TO 54"x68" F.O.TRANSITION FROM 78"x46" F.O. TO 54"x68" F.O.TRANSITION FROM 78"x46" F.O. TO 54"x68" F.O.TRANSITION FROM 78"x46" F.O. TO 54"x68" F.O. END WALL DUCT AT TRANSITION.END WALL DUCT AT TRANSITION.END WALL DUCT AT TRANSITION.END WALL DUCT AT TRANSITION. SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH401MH401MH401MH401 bki^odba=ibsbi=MM=^ob^=^=jb`e^kf`^i=objlabi=mi^k1111 SCALE:SCALE:SCALE:SCALE:MH401MH401MH401MH401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" jb`e^kf`^i=pb`qflkAAAA 00002.52.52.52.55555 5555 10101010 SCALE:SCALE:SCALE:SCALE:MH401MH401MH401MH401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" jb`e^kf`^i=pb`qflkBBBB 00002.52.52.52.55555 5555 10101010 KEY PLAN A B 999988887777 DDDD BBBB 2" SHWS/R2" SHWS/R2" SHWS/R2" SHWS/R 1111 1111----1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R SEE DRAWING MP110bSEE DRAWING MP110bSEE DRAWING MP110bSEE DRAWING MP110b FOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATION SEE DRAWING MP111bSEE DRAWING MP111bSEE DRAWING MP111bSEE DRAWING MP111b FOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATION VFDVFDVFDVFD 1111 VFDVFDVFDVFD 2222 2222 3333 4444 5555 6666 2222 3333 48"x22"F.O.48"x22"F.O.48"x22"F.O.48"x22"F.O. 48"x22"F.O.48"x22"F.O.48"x22"F.O.48"x22"F.O. (E)HWS AND HWR UP IN CHASE ABOVE (E) RETURN AIR CHASE ABOVE 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Enlarged Level 01 Area B Mechanical Room Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set ao^tfkd=klqbp 00002.52.52.52.55555 5555 10101010 SCALE:SCALE:SCALE:SCALE:MH402MH402MH402MH402 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" bki^odba=ibsbi=N=^ob^=_=jb`e^kf`^i=ollj=objlabi=mi^k1111 NOTE #DESCRIPTION 1111 ROUTE NEW 2" SHWS/R PIPING HIGH INROUTE NEW 2" SHWS/R PIPING HIGH INROUTE NEW 2" SHWS/R PIPING HIGH INROUTE NEW 2" SHWS/R PIPING HIGH IN MECHANICAL ROOM THEN DROP DOWN WALL ANDMECHANICAL ROOM THEN DROP DOWN WALL ANDMECHANICAL ROOM THEN DROP DOWN WALL ANDMECHANICAL ROOM THEN DROP DOWN WALL AND CONTINUE INTO TUNNEL. REFERENCE DRAWINGCONTINUE INTO TUNNEL. REFERENCE DRAWINGCONTINUE INTO TUNNEL. REFERENCE DRAWINGCONTINUE INTO TUNNEL. REFERENCE DRAWING MP110b FOR CONTINUATION.MP110b FOR CONTINUATION.MP110b FOR CONTINUATION.MP110b FOR CONTINUATION. 2222 52"x24" F.O. +2" INSULATION DOUBLE WALL52"x24" F.O. +2" INSULATION DOUBLE WALL52"x24" F.O. +2" INSULATION DOUBLE WALL52"x24" F.O. +2" INSULATION DOUBLE WALL DUCT WITH PERFORATED METAL LINER UP RETURNDUCT WITH PERFORATED METAL LINER UP RETURNDUCT WITH PERFORATED METAL LINER UP RETURNDUCT WITH PERFORATED METAL LINER UP RETURN AIR CHASE ABOVE. SEE MH102b FORAIR CHASE ABOVE. SEE MH102b FORAIR CHASE ABOVE. SEE MH102b FORAIR CHASE ABOVE. SEE MH102b FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 3333 52"x26"+2" INSULATION DOUBLE WALL DUCT WITH52"x26"+2" INSULATION DOUBLE WALL DUCT WITH52"x26"+2" INSULATION DOUBLE WALL DUCT WITH52"x26"+2" INSULATION DOUBLE WALL DUCT WITH PERFORATED METAL LINER. USE DOUBLE WALLPERFORATED METAL LINER. USE DOUBLE WALLPERFORATED METAL LINER. USE DOUBLE WALLPERFORATED METAL LINER. USE DOUBLE WALL DUCT FROM PLENUM CONNECTION THROUGHDUCT FROM PLENUM CONNECTION THROUGHDUCT FROM PLENUM CONNECTION THROUGHDUCT FROM PLENUM CONNECTION THROUGH ELBOW THEN TRANSITION TO SINGLE WALL DUCT.ELBOW THEN TRANSITION TO SINGLE WALL DUCT.ELBOW THEN TRANSITION TO SINGLE WALL DUCT.ELBOW THEN TRANSITION TO SINGLE WALL DUCT. 4444 RECONSTRUCT EXISTING PLENUM TORECONSTRUCT EXISTING PLENUM TORECONSTRUCT EXISTING PLENUM TORECONSTRUCT EXISTING PLENUM TO ACCOMODATE NEW OPENINGS FOR NEWACCOMODATE NEW OPENINGS FOR NEWACCOMODATE NEW OPENINGS FOR NEWACCOMODATE NEW OPENINGS FOR NEW DUCTWORK. EXISTING PLENUM HAS MULTIPLEDUCTWORK. EXISTING PLENUM HAS MULTIPLEDUCTWORK. EXISTING PLENUM HAS MULTIPLEDUCTWORK. EXISTING PLENUM HAS MULTIPLE OPENINGS IN DIFFERENT LOCATIONS THAT WILLOPENINGS IN DIFFERENT LOCATIONS THAT WILLOPENINGS IN DIFFERENT LOCATIONS THAT WILLOPENINGS IN DIFFERENT LOCATIONS THAT WILL NEED TO BE CAPPED AND SEALED SOMENEED TO BE CAPPED AND SEALED SOMENEED TO BE CAPPED AND SEALED SOMENEED TO BE CAPPED AND SEALED SOME SECTIONS OF THE PLENUM MAY NEED TO BESECTIONS OF THE PLENUM MAY NEED TO BESECTIONS OF THE PLENUM MAY NEED TO BESECTIONS OF THE PLENUM MAY NEED TO BE REPLACED.REPLACED.REPLACED.REPLACED. 5555 REMOVE PORTIONS OF THE EXISTING CEILING INREMOVE PORTIONS OF THE EXISTING CEILING INREMOVE PORTIONS OF THE EXISTING CEILING INREMOVE PORTIONS OF THE EXISTING CEILING IN THIS LOCATION TO ENABLE DUCT TO FIT UP TIGHTTHIS LOCATION TO ENABLE DUCT TO FIT UP TIGHTTHIS LOCATION TO ENABLE DUCT TO FIT UP TIGHTTHIS LOCATION TO ENABLE DUCT TO FIT UP TIGHT TO STRUCTURE.TO STRUCTURE.TO STRUCTURE.TO STRUCTURE. 6666 168"x30" R.A. OPENING IN WALL ABOVE CEILING168"x30" R.A. OPENING IN WALL ABOVE CEILING168"x30" R.A. OPENING IN WALL ABOVE CEILING168"x30" R.A. OPENING IN WALL ABOVE CEILING TO THE WEST.TO THE WEST.TO THE WEST.TO THE WEST. KEY PLAN A B SINGLE VANE SCHEDULE ONE SIDE SQUARE ELBOW NOTES: RADIUS ELBOW BOTH SIDES 45 DEG. ELBOW 45 DEG. TURNING VANE DETAIL 30 DEG. MAX. 1/2 W INSIDE SQUARE, OUTSIDE RADIUS ALL DUCTS (SUPPLY, RETURN AND EXHAUST) TO HAVE TURNING ELBOWS NOT ALLOWED. 2. VANES IN SQUARE ELBOW. 1. W 15 DEG. MAX. TURNING VANES SINGLE BLADE SINGLE BLADE SMALL LARGE 2" R (51mm) 4-1/2" (114mm) 1-1/2" SP (38mm) 3-1/4" (83mm) 24 GA (0.70mm) 22 (0.85mm) 22.5 (TYP.) TURNING VANES, SEE DETAIL AND SCHEDULE BELOW CL 45° LATERAL TEE CONICAL 90° TEE Y-BRANCH 90° BRANCH TAKE-OFF DIMENSIONS FABRICATED ELBOW D R ADD ONE PIECE FOR EACH ADDITIONAL 18° R = 1.5D D = DUCT SIZE 0-35° ---- 2 PIECE 72-90° ----5 PIECE 36-71° ----3 PIECE L D MITERED 90° ELBOW REDUCER OFFSET 1A MAX. 2" 1-1/4" A 2A TURNING VANES A 1-1/4" D 45° D = DUCT SIZE DIMENSIONS L = D/2+1" D 2" DUCT SIDE. PROVIDE 1" TRAILING TO START AND STOP PARALLEL WITH ANGLE OF DIRECTION CHANGE. VANES EXHAUST) TO HAVE TURNING VANES ALL DUCTS (SUPPLY, RETURN AND WITH SQUARE TYPE ELBOWS AT ANY EDGE. NOTE: kl=mlm=ofsbqp=^iiltba HANGER STRAPS `lkpqor`qflk=pq^ka^oap ar`q=mbo=pj^`k^=es^`=ar`q e^kdbo=pfwbp=clo=olrka SELF TAPPING HEX HEAD SHEET METAL SCREWS. STRAPS TO BE TIGHT AGAINST DUCT NO POP RIVETS ALLOWED PER SMACNA HVAC DUCT CONSTRUCTION HANGER SIZES FOR RECTANGULAR DUCT STANDARDS. TIGHT AGAINST DUCT. SHEET METAL SCREWS. STRAPS TO BE SELF TAPPING CADIUM PLATED HEX HEAD 1 HANGER STRAPS ANGLE IRON ROUND/OVAL DUCT ANGLE IRON HANGER STRAPS e^kdbo=pfwbp=clo=olrka=L=ls^i ar`q=mbo=pj^`k^=es^`=ar`q `lkpqor`qflk=pq^ka^oap ENDS OF LINER SHALL BE COATED WITH ADHESIVE. METAL DUCT GALVANIZED SHEET ALL ENDS OF LINER TO BE BUTTED FIRMLY TOGETHER. 1 2 " C .C . M A X . SIZED PER DRAWING FROM EDGE OF LINER NOT MORE THAN 2" (TY P .) 2 " DUCT LINER ADHESIVE ADHERED TO DUCT W/100% DUCT LINER. LINER TO BE TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES ROUND SHEET METAL DUCT 12" MAX. LENGTH FACTORY MADE DUCT 5/8" SCREW TIGHTENING BINDING STRAP OR NYLON CINCHE BAND. 2" NOTE: FOR INSULATED DUCT, PROVIDE ONE ADDITIONAL BAND AROUND THE INSULATION. RETURN SHEET METAL SCREWS 1" WIDE 22 GA. SHEET UNDER 2" AND FASTEN WITH SHEET METAL TURN HANGER METAL SKIN ACOUSTICAL 1" INTERIOR DENSITY LINING, 1 PCF SCREW.W (1 2" MI N .) W 1/2 W (MIN. 8"+AL) GRILLE LENGTH 1/2 W HANGING STRAP AIR GRILLE BLADE MULTIPLES (TACK WELD ROD BLADE WITH V-GROOVE SECURELY TO BLADE) STRAP, RIVET TO BLADE SHEET METAL DUCT 22 GA. BLADE 1/2" SPRING LOADED END TO BLADE (BLADE MUST TACK WELD OR RIVET APPROX. Ì" ON ALL SIDES) CLEAR LINER OR DUCT STRAP 1/2" ROD DUCT SECTION LOCKING QUADRANT UP TO 30" - 3 BLADES UP TO 20" - 2 BLADES DUCT DEPTH UP TO 12" - 1 BLADE BLADE SECTION (ONE PER BLADE) LOCKING QUADRANT 1/2" ROD RECTANGULAR DUCT SEE PLANS FOR SIZING45 DEG. DUCT CONNECTION BRANCH DUCT OR SEE PLANS FOR SIZING RUNOUT TO DIFFUSER NOTE: MIN. AREA OF AxB SHALL EQUAL CROSS SECTION AREA OF AREA OF AxC SHALL BE EQUAL ROUND DUCT RUNOUT TO DIFFUSER HAND DAMPER SEE PLANS FOR SIZING RECTANGULAR DUCT A B C SEE PLANS FOR SIZING 45 BRANCH DUCT. TO 1.5xAREA OF AxB. MANUFACTURER MANUFACTURER FIRE/SMOKE DAMPER. LOCATE IN WALL AS REQUIRED BY MANUFACTURER. ALL AROUND 16 GA. MIN. OR AS REQUIRED BY SLEEVE GAUGE AS REQUIRED BY RETURN OR SUPPLY SLIP CONNECTION (TYP.) LENGTH PRIOR TO ORDERING VERIFY REQUIRED SLEEVE DAMPER ACTUATOR LARGE ENOUGH DAMPER LINKAGE AND SMOKE 12"x12" MINIMUM TO SERVICE AND RESET DAMPER. RETURN OR SUPPLY AIR DUCT. SEE PLANS PROVIDE ACCESS DOOR TO FIRE FOR SIZES AIR DUCT DAMPER ACTUATOR MINIMUM & MAXIMUM CLEARANCE AS REQUIRED BY MANUFACTURER FIREWALL DUCT-SEE PLANS FOR SIZE, LOCATION AND CONTINUATION NUMBER HINGES 16 X 16 24 X 24 12 X 12 6 X 6 MAXIMUM DIMENSION GAUGE BACK 24 2622 3 2 22 26 HANDLES 2 2 1 1 NUMBER OF OF 26 26 26 26 DOOR 22 22 26 24 FRAME BUTT HINGE 1"x1" (.025x.025) LOCATION ACCESS DOOR. SEE PLANS FOR SIZE AND SASH LOCK GASKET DUCT EXTERIOR DENSITY FIBERGLASS DUCT LINER 1" (.025) THICK ONE AND ONE HALF POUND NOTE: IN ADDITION TO THOSE DOORS SHOWN DOORS SHOWN IN THE DRAWINGS, THE SHEET METAL CONTRACTOR SHALL INSTALL AN ACCESS DOOR AT EACH FIRE AND FIRE/ SMOKE DAMPER. FROM MANUFACT. RECOMMEND. FROM MANUFACT. RECOMMEND. SAME AS MOTOR NAMEPLATE INDICATE - STATIC PRESSURE, FOOT OF HEAD ETC. AND RPM IF APPLICABLE LUB. FREQUENCY: MOTOR RPM/HP: AREA SERVED: LUBRICANT: AT: REFER TO PLANS RPM INDICATE TONS, GPM, CFM ETC. SIZE:TYPE: ITEM NAME/#: CAPACITY: CONTENTS: FUNCTION: POSITION: THE OWNER THE PLANS DIRECTED BY LETTERING BLACK FACED PLASTIC INDICATE NORMALY OPEN OR NORMALLY INDICATE SHUT-OFF, BALANCING, DRAIN ETC. INDICATE CHILLED WATER, HOT WATER, GAS ETC. ANCHOR SECURELY TO EQUIPMENT. LAMINATE WITH ENGRAVED INDICATE EXHAUST FAN, PUMP, ETC. INDICATE EQUIPMENT MARK AS SHOWN 3/16" MINIMUM LETTER HEIGHT EQUIPMENT TAG . ATTACH AROUND VALVE HANDLE WITH CHAIN STANDARD LETTERING INDICATE GATE, BALL, CHECK ETC. 0.051" THICK BRASS TAG WITH VALVE TAG CLOSED OR AS MARKED. INDICATE VALVE SIZE 3" M I N I M U M 6" MINIMUM 1- 1 / 2 " M I N . 3" LETTER HEIGHT 1/8" MINIMUM NOTE: NOTE: 1/2" ANCHOR BOLT 1/2" ANCHOR BOLT WALL, SEE ARCH. GALV. MESH SCREEN FLANGE FOR DUCT CONNECTION OR GALVANIZED STEEL SLEEVE ALL AROUND. ANCHOR TO WALL LOUVER LOUVER FRAME SLEEVE FOR DAMPER(S) (TYPICAL) WALL, SEE ARCH. AS REQUIRED TO SIZE INDICATED TRANSITION FROM DISCHARGE END SEE PLANS FOR SIZING BRANCH DUCT TO DIFFUSERS, ON PLANS. VAV BOX, SEE PLANS FOR SIZING AND LOCATION. BELL TYPE FITTING VAV BOX AS REQUIRED TRANSITION TO INLET OF ALTERNATE TAKE-OFF TYPE MAIN SUPPLY DUCT STRAIGHT DUCTWORK, PROVIDE MINIMUM LENGTH OF 18" OR 1.5 TIMES INLET DUCT DIAMETER, WHICH EVER IS GREATER. CONTROLS ENCLOSURE, VERIFY WHICH SIDE OF BOX WITH DRAWINGS ACOUSTICAL NO LINE OF SIGHT THROUGH CONSTRUCTED SO THERE IS SOUND BOOT TO BE THE SOUND BOOT. NOTE: 1" INTERIOR LINING, 1 lb. DENSITY W W + 2"W L WALL W W W+2" LINE OF SIGHT 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 ob`q^kdri^o=ar`q=cfqqfkdp=abq^fi1111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 jbafrj=sbil`fqv=ar`q=cfqqfkdp=abq^fi2222 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 olrka=ar`q=e^kdbo=abq^fi3333 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 ar`q=pqo^m=e^kdbo=abq^fi4444 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 ls^i=ar`q=e^kdbo=abq^fi5555 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 ar`q=ifkbo=abq^fi6666 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 c^`qlov=j^ab=ar`q=abq^fi7777 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 plrka=qo^m=abq^fi8888 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 _o^k`e=ar`q=^ka=a^jmbo=abq^fi9999 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 ar`q=`lkkb`qflk=abq^fi10101010 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 cfob=L=pjlhb=a^jmbo=abq^fi11111111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 ilt=mobpprob=ar`q=^``bpp=allo=abq^fi12121212 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 fabkqfcf`^qflk=q^d=abq^fi13131313 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 ilrsbo=abq^fi14141414 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 s^s=_lu=abq^fi15151515 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501 qo^kpcboLobqrok=^fo=plrka=_llq=abq^fi16161616 dbkbo^i=klqbp=clo=jb`e^kf`^i=`lkqolip POWER (E)120V (E)AHU AREA "A" ATC PANEL(S) (E) CHILLER CH-1 CONTROL PANEL POWER (E) 208/60/3 (E)120V POWER (E) SNOW MELTING ATC PANEL COMMUNICATION TRUNK RS-485 CENTRAL BASEMENT 120V POWER LEVEL 00 PROCESSOR 120V POWERREPEATER EXTEND TO CAMPUS ETHERNET. (VERIFY EXACT LOCATION OF ETHERNET CONNECTION WITH OWNER) ETHERNET BY DIV. 26 TRANSFORMER R C R 120/60/1 POWER FUSE SURGE OUTLET SUPPRESSOR ON/OFF SWITCH H NH CONTROLLERS, DIRECT DIGITAL FOR QUANTITY FIRE ALARM CONTACT SEE DRAWINGS LIGHT PILOT DDC R C DDC IN DDCDDC DDCDDC OUT CT QUANTITY AS REQUIRED COMMUNICATIONS CABLING120/60/1 POWER TRUNK COMMUNICATION DDC CONTROLLER CT H R FIRE ALARM CONTACT TRANSFORMER, QUANTITY AS REQUIRED BY DIV. 26 N PRESSURE SWITCHES, ELECTRIC OPERATED VALVES, ETC. ARE THE RESPONSIBILITY OF DIVISION 23. ATC PANELS, SENSORS, ETC, AS INDICATED ON THE PLANS ALL IN ACCORDANCE WITH DIVISION 26. ANY QUESTION OF RESPONSIBILITY SHALL BE CLARIFIED BY THE GENERAL CONTRACTOR THE CONTROLS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR CONTROL SYSTEMS CIRCUITS. THE CONTROLS CONTRACTOR SHALL ROUTE ALL CONDUIT FOR MECHANICAL CONTROLS, PULL WIRING REQUIRED FOR MECHANICAL CONTROLS THROUGH THE CONDUITS AND MAKE CONNECTIONS TO MECHANICAL EQUIPMENT, THROUGH THE CONTROL DEVICE AND BACK TO THE JUNCTION BOX. CONTROLS CONTRACTOR SHALL INTERRUPT THE CIRCUIT IN THE MECHANICAL EQUIPMENT JUNCTION BOX, WIRE THE ELECTRICIAN SHALL RUN AND CONNECT ALL WIRING AND DEVICES 120 VOLTS AND ABOVE WHICH POWER AUXILIARY RELAYS, LOW VOLTAGE TRANSFORMERS, CONTROL PANEL SWITCHES AND DEVICES, THERMOSTATS, ALL WIRING SHALL TERMINATE AT LABELED TERMINAL STRIPS.10. 9. 8. CONTROLS CONTRACTOR (DIV 23). PRODUCTS AND PRACTICES SHALL BE SIMILAR FOR ALL INSTALLATIONS. RESPONSIBILITY OF DIVISION 26. BREAKERS AND DISCONNECTS, AUXILIARY CONTACTS, STANDARD PILOT LIGHTS AND MAGNETIC STARTERS ARE THE GENERAL CONTRACT. OF SPECIFIC CONCERN ARE THE CONTROL SYSTEMS RELATED TO MECHANICAL EQUIPMENT. RESPONSIBILITY FOR THE CONTROL WORK IS DIVIDED BETWEEN THE PROJECT ELECTRICIAN (DIV. 26) AND A SPECIALTY ALL ELECTRICAL INSTALLATION, BE IT POWER DISTRIBUTION OR SPECIAL SYSTEMS, IS INCLUDED IN THE SCOPE OF THE THE ELECTRICIAN SHALL PROVIDE ALL POWER TO AND THROUGHOUT THE BUILDING, TO INCLUDE MOTOR CONTROL ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH DIVISION 26 AND TO THE FULLEST EXTENT POSSIBLE, CENTERS, BREAKER PANELS AND ALL OTHER SYSTEMS DESIGNATED TO THE ELECTRICIANS. MOTORS AND OTHER MECHANICAL DEVICES. WHERE CONTROL DEVICES ARE LOCATED IN POWER CIRCUIT, THE 7. 6. 5. 4. 3. 2. 1. ALLOW FOR ACCOMMODATION OF CHW DIFFERENTIAL PRESSURE SENSOR WIRING FROM THE MANWARING CENTER11. AND HART BUILDING BACK TO THE NEW CENTRAL CHILLER PLANT WHERE ROUTING OF EACH PASSES THROUGH THE AUDITORIUM SPACE OR SITE. AREA "A" LOW VOLTAGE CONTROL WIRING FROM LVTP COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 BY DIV. 26 120V POWER LEVEL 01 ETHERNET REPEATER AREA "B" LOW VOLTAGE CONTROL WIRING FROM LVTP COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 REPEATER LEVEL 02 BY DIV. 26 120V POWER ETHERNET LOW VOLTAGE CONTROL WIRING FROM LVTP COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 BY DIV. 26 120V POWER LEVEL 03 ETHERNET LOW VOLTAGE CONTROL WIRING FROM LVTP COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 ROOF REPEATER LEVEL 01 LEVEL 02 ROOF BY DIV. 26 120V POWER ETHERNET REPEATER BY DIV. 26 120V POWER LOW VOLTAGE CONTROL WIRING FROM LVTP COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 LOW VOLTAGE CONTROL WIRING FROM LVTP COMMUNICATION TRUNK RS-485 POWER BY DIV. 26 120V 120V POWER TYP. LOW VOLTAGE CONTROL WIRING FROM LVTP COMMUNICATION TRUNK RS-485 COMMUNICATION TRUNK RS-485 AREA "B"AREA "A" VAVR CONTROLLER NEW HW HEAT EXCH. CONTROL PANEL HWS & CHWS SYSTEMS ATC PANEL VAVR CONTROLLER VAVR CONTROLLER EXTEND TO ADDITIONAL CONTROLLERS AS REQUIRED LEVEL 01 CENTRAL PROCESSOR (LOCATE IN ELEC. ROOM) VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER CH-X CONTROLLER (WHERE REQUIRED) EXTEND TO ADDITIONAL CONTROLLERS AS REQUIRED LEVEL 02 CENTRAL PROCESSOR (LOCATE IN ELEC. ROOM) VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER FCU-1 CONTROLLER LEVEL 03 CENTRAL PROCESSOR (LOCATE IN ELEC. ROOM) VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER EXTEND TO ADDITIONAL CONTROLLERS AS REQUIRED LEVEL 01 CENTRAL PROCESSOR (LOCATE IN ELEC. ROOM) LEVEL 02 CENTRAL PROCESSOR (LOCATE IN ELEC. ROOM) VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER EXTEND TO ADDITIONAL CONTROLLERS AS REQUIRED VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER (E)AHU AREA "B" ATC PANEL(S) HWS & CHWS SYSTEMS ATC PANEL VAVR CONTROLLER VAVR CONTROLLER VAVR CONTROLLER CH-X CONTROLLER (WHERE REQUIRED) EXTEND TO ADDITIONAL CONTROLLERS AS REQUIRED LOW VOLTAGE CONTROL WIRING FROM LVTP LOW VOLTAGE CONTROL WIRING FROM LVTP H-1 HUMIDIFIER CONTROL PANEL EXTEND TO ADDITIONAL CONTROLLERS AS REQUIRED 460 / 60 / 3 LOW VOLTAGE CONTROL WIRING FROM LVTP LOW VOLTAGE CONTROL WIRING FROM LVTP (LOCATE IN ELEC. ROOM) 120V POWER BY DIV. 26. (TYP.) POWER BY DIV. 26 COMMUNICATION TRUNK RS-485 OUTSIDE WALL 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Diagrams 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMI601MI601MI601MI601 _rfiafkd=es^`=`lkqoli=pvpqbj=lkbJifkb=af^do^j1111 S S S S S S S pmifq=pvpqbj=^fo=`lkafqflkfkd=rkfq=`lkqoli=af^do^j DM cfobLpjlhb=a^jmbo=`lkqoli=af^do^j bibs^qlo=pjlhb=sbkq=`lkqoli=af^do^j qvmf`^i=a^jmbo=jlqlo=af^do^j qvmf`^i=`lkqoli=s^isb=af^do^j pbkplo=jlrkqfkd=abq^fi `^_fkbq=eb^qbo=`lkqoli=af^do^j c^k=`lfi=rkfq=auc`rJN=`lkqoli=af^do^j s^s=`llifkd=lkiv=`lkqoli=af^do^j s^s=`llifkd=tfqe qbojfk^i=obeb^q=`lkqoli=af^do^j R R R G R R 1 CONTACT (E)FREEZESTAT DIV. 23 SMOKE VENT BY NORMALLY OPEN TO FIRE ALARM CONTROL CONTROL POWER PANEL BY DIV. 26 ELECTRICAL BY DIV. 23 DAMPER MOTOR BY DIV. 26 DM DIV. 26 RELAY BY R MD 15 MD 16 NORMALLY OPEN DIV. 23 SMOKE VENT BY ELECTRICAL DAMPER MOTOR DIV. 23 NORMALLY CLOSED FUSIBLE LINK 120 VOLT FIRE ALARM POWER BY DIV. 26(WHERE APPLICABLE) 2 POSITION OR DAMPER MOTOR DM CONTROL SIGNAL FROM DDC PANEL MODULATING AS SHOWN 2 POSITION OR MODULATING AS SHOWN CONTROL VALVE 2 OR 3-WAY AS SHOWN FROM DDC PANEL CONTROL SIGNAL CV-XX FLOOR UP WITH LIGHT SWITCH SENSOR SHALL LINE CONCRETE BLOCK OR STUD WALL STUD SPACE FIELD COORDINATE WITH CONCRETE WALL OR CONCEALED WITHIN CONTROL CONDUIT EMBEDDED WITHIN ELBOW RADIUS ELBOW NOMINAL 2"x4"x2-1/2" DEEP ROOM SENSOR OR SWITCH 48" „ J-BOX NOTE: WALL CONSTRUCTION 90° SHORT DI AOWIRING TO TRUNK MAIN COMMUNICATION TYPICAL FOR ALL CABINET HEATERS IN LVTP TRANSFORMER WALL SENSOR AI DO DDC CONTROLLER CT UNIT MOUNTED AQUASTAT SWITCH 120/60/1 POWER SEE DIV. 26 HIGH/MED/LOW/OFF FAN MOTOR BY DIV. 26 120V/60/1 POWER R HWS HWR (SEE PLANS FOR EXACT CONFIGURATION) SERVING CABINET HEATERS FOR MAX. 5 FT. P.D. WHEN FULLY OPEN SIZE ALL 2-WAY HW CONTROL VALVES HCV-CHX 24 VOLT WIRING TO TRANSFORMER IN LVTP WALL SENSOR CONTROLLER (TYPICAL) DDC NO CONTROL VALVE HWS HWR TEMPERATURE VELOCITY SENSOR TEMPERATURE/ MAIN COMMUNICATION TRUNK VS DM CT DAMPER MOTOR AIR SENSOR DISCHARGE AI AI AI AO AO SEE PLANS. 2 OR 3-WAY DAMPER MOTOR MAIN COMMUNICATION TRUNK A VAV COOLING OR 24 VOLT WIRING TO TRANSFORMER IN LVTP AOAI AI WALL TEMPERATURE SENSOR (TYPICAL) DDC CONTROLLER DM VELOCITY SENSOR TEMPERATURE/ VS CT HEATING TERMINAL UNIT (APPLICABLE WHERE ONLY SERVES ONE ZONE) AO FROM LVTP FILTER HEATING COIL DX COOLING COIL HWS HWR B DXFHCV-1 R.A. A S B GAUGE FILTER DWYER SCALE: NONE 2 E-501 SCALE: NONE 1 E-501 SCALE: NONE 3 E-501 SCALE: NONE 4 E-501 SCALE: NONE 5 E-501 SCALE: NONE 6 E-501 SCALE: NONE 9 E-501 SCALE: NONE 8 E-501 SCALE: NONE 7 E-501 NOTE: TYPICAL FOR ELEVATOR SHAFTS H C H H AF HI 1 S.A. H H.D. O.A. R1-1 MD 1 S L D C ROOF HUMIDIFIER S H 1 460/60/3 POWER SEE DIV. 26 TO R.A. DUCT RH SENSOR PROVIDE BACNET INTERFACE TO HUMIDIFIER CONTROL PANEL(S). SEE ONE-LINE DIAGRAM ON DRAWING MI601. H F ARCHIVE 228D H H VAULT 228E SPACE RELATIVE HUMIDITY S E ARCHIVE 228D S G VAULT 228E SPACE TEMPERATURE B A AI 24 VOLTDI MAIN COMMUNICATION TRUNK CABLE AO B DO CT A D DI C AI DO C F AI E AI H AI G AI EXTEND TO HUMIDIFIER H-1 AIR PROVING SWITCH HUMIDITY HIGH LIMIT HUMIDITY SENSOR FOR MODULATING CONTROL HUMIDIFIER INJECTOR FAN COIL UNIT SUPPLY FAN EXTEND TO HUMIDIFIER H-1 DAMPER OPENS FROM AUXILIARY RELAY ON FCU-1 SUPPLY FAN H-O-A SWITCH. OUTSIDE AIR DAMPER CONDENSING UNIT REFRIGERANT PIPING TO AIR PROVING SWITCH TO HUMIDITY HIGH LIMIT SWITCH TO S.A. DUCT RH SENSOR FAN COIL UNIT DXFCU-1 STATUS C.T. FAN COIL UNIT DXFCU-1 DISCHARGE TEMPERATURE FAN COIL UNIT DXFCU-1 DISCHARGE RH DXFCU-1 CONDENSING UNIT STATUS ALARM ARCHIVE 228D SPACE TEMPERATURE ARCHIVE 228D SPACE REL. HUMIDITY VAULT 228E SPACE TEMPERATURE VAULT 228E SPACE REL. HUMIDITY START / STOP FAN COIL UNIT DXFCU-1 MODULATE HEATING WATER VALVE DXFHCV-1 START / STOP DXFCU-1 CONDENSING UNIT DIRECT DIGITAL CONTROLLER INSTALL IN ATC PANEL LOCATED NEAR THE FAN COIL UNIT A 208/60/3 DISCONNECT SEE DIV. 26 POWER FAULT EXTERNAL ENABLE VFD OFF AUTO ON HAND POWER FAULT VFD FAN COIL UNIT CS A BUILT-IN VFD A R1-1 OUTSIDE DAMPER RELAY CONTROL DIAGRAM FOR FAN COIL UNITS FCU-1 THRU FCU-3 SIMILAR. WITH THE ADDITION OF ANOTHER CONTROL VALVE TO CONTROL THE COOLING COIL AND ADDITIONAL AQUASTAT IN THE CHWS LINE. DXFCU 1 DXFCU 1 DXFCU 1 DDC CONTROLLER AND DDC WIRING TO LOCAL PROVIDE LOW VOLTAGE DIGITAL INPUT CONNECT INTO SPARE INDOOR UNIT ALARM OUTPUT REMOTE STATUS CONTRACTOR INSTALLED BY HVAC CONTROLS FURNISHED BY UNIT MANUFACTURER THERMOSTAT AND CONTROLLER, WALL MOUNTED PROGRAMMABLE CONTROL WIRING BY DIV. 23 FOR HARD WIRED CONTROLLERS. DISCONNECT ROOF UNIT OUTDOOR 120/60/1 POWER BY DIV. 26 DISCONNECT SIZE OF WIRES REQUIRED WITH UNIT IN CONDUIT. VERIFY EXACT NUMBER AND PROVIDE LOW VOLTAGE CONTROL WIRING MANUFACTURER 208/60/1 DIV. 26 POWER BY C17 SCU - WALL SAC - C16 SPACE TEMPERATURE BDF ROOM 040 TYP. FOR SAC-040/SCU-040, SAC-245A/SCU-245A, SAC-245B/SCU-245B, SAC-280A/SCU-280A & SAC-280B/SCU-280B CONTROL WIRING BY DIV. 23. DIV. 26 TO PROVIDE CONDUIT. CONTROL WIRING BY DIV. 23. DIV. 26 TO PROVIDE CONDUIT. SAC-040 / SCU-040 D16 SPACE TEMPERATURE IT ROOM 245 E15 SPACE TEMPERATURE TR/COMM ROOM 280 ALARM OUTPUT REMOTE STATUSD17 SAC-245A / SCU-245A ALARM OUTPUT REMOTE STATUSD18 SAC-245B / SCU-245B ALARM OUTPUT REMOTE STATUSE16 SAC-280A / SCU-280A ALARM OUTPUT REMOTE STATUSE17 SAC-280B / SCU-280B REFERENCE DRAWINGS MI605, MI606 AND MI607 FOR CONTROL POINT REFERENCES. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Diagrams 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SD HDS HDS AQ FZ LDS DP DM DM DM DP DP DP DP R ^ob^=?^?=EbF^fo=e^kaifkd=pvpqbj=obsfpba=`lkqoli=af^do^j ao^tfkd=klqbp dbkbo^i=klqbp ollcqlm=bue^rpq=c^kp=`lkqoli=af^do^j FAULT (E)START / STOP CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)RRF-1A VFD-2 (E)INTERLOCK R RELAYS FAULT CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT HAND OFF (E)RRF-1A VFD-1 R VFD FAULT ALARM (E)CONTACT CLOSURE (E)RETURN / RELIEF FAN WALL RRF-1A (E)RETURN / RELIEF FAN WALL RFF-1A (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-4 (E)INTERLOCK RELAYS (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-3 (E)START / STOP CONTACT HAND OFF (E)SF-1A VFD-2 POWER (E)208/60/3 (E)DISCONNECT (E)INTERLOCK RELAYS VFD FAULT ALARM (E)CONTACT CLOSURE FAULT CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)SF-1A VFD-1 R VFD FAULT ALARM (E)CONTACT CLOSURE (E)SUPPLY FAN WALL SF-1A (E)DISCONNECT (E)SUPPLY FAN WALL SF-1A (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-2 (E)INTERLOCK RELAYS (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-1 FAULT (E)START / STOP CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)CHWP-6 VFD R R FAULT CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)CHWP-5 VFD R TO (E)CHILLED WATER PUMP CHWP-6 (E)START / STOP TO (E)CHILLED WATER PUMP CHWP-5 A13A12 R G R G R HAND OFF AUTO VFD BYPASS A7 POWER (E)208/60/3 (E)DISCONNECT R R VFD FAULT ALARM (E)CONTACT CLOSURE R G R G R AUTO VFD BYPASS A5 R (E)START / STOP POWER (E)208/60/3 (E)DISCONNECT R FAULT POWER R ON G ENABLE VFD EXTERNALBYPASS R G ON VFD FAULT R AUTO VFD BYPASS A3 R R R R G R G R HAND OFF AUTO VFD BYPASS A1 R (E)START / STOP POWER (E)208/60/3 R SR SR1-1 (E)SF-1A (E)SAFETIES RELAY (E)LOW DUCT STATIC (E)FREEZE STAT SAFETIES CIRCUIT (E)RA HIGH DUCT STATIC (E)SA HIGH DUCT STATIC SR1-2 SR1-3 SR1-4 (E)SAFETY RELAY CONTACTS (E)SUPPLY DUCT (E)CHWR (E)CHWS (E)HWR (E)HWS (E)CHWS (E)RETURN / RELIEF FAN (E)SUPPLY FAN WALL (E)COOLING COIL (E)HEATING COIL (E)FILTER SECTION (E)RETURN AIR DAMPER (E)OUTSIDE AIR DAMPER (E)RELIEF DAMPER (BEYOND) R G R G R HAND OFF AUTO VFD BYPASS B9 POWER (E)208/60/3 (E)DISCONNECT (E)INTERLOCK RRELAYS VFD FAULT ALARM (E)CONTACT CLOSURE R G R G R HAND OFF AUTO VFD BYPASS A12 R R VFD FAULT ALARM (E)CONTACT CLOSURE POWER (E)208/60/3 (E)DISCONNECT (E)INTERLOCK RELAYS DPDPDP S R RG G R R R R G R R A19A20 (E)COOLING COIL CIRCULATING PUMP CHWP-5 (E)COOLING COIL CIRCULATING PUMP CHWP-6 SCALE: NONE TRANSFORMER A2 IN ATC A1 DI 24 VOLTAI POWER MAIN COMMUNICATION TRUNK CABLE AO A2 DO CT A1 - DI AI DO AO - - - A4 DI A3 AI AO A4 DO A3 AO A6 DO A5 AO A8 DO A7 AO A10 AO A9 DO A12 AO A11 DO A14 DO A13 AO A16 AO A15 A6 DI A5 AI A8 DI A7 DI A10 DI A9 DI A12 DI A11 DI A14 DI A13 DI A16 AI A15 DIA18 AI A17 AIA20 DI A19 AIA22 AI A21 AIA24 AI A23 DIA26 DI A25 DIA28 DI A27 DIA30 DI A29 DIA32 DI A31 DIA34 DI A33 DIA36 AI A35 DIA38 AI A37 AIA40 AI A39 DIA42 AI A41 AIA44 DI A43 DIA46 DI A45 DI A47 AI A7 A28 A8 A27 A5 A26 A6 A25 A3 A4 A4 A3 A1 A2 A2 A1 INPUT FROM (E)SF-1A VFD-1 ALARM FROM (E)SF-1A VFD-1 INPUT FROM (E)SF-1A VFD-2 ALARM FROM (E)SF-1A VFD-2 OUTSIDE AIR TEMPERATURE AHU-1A FILTER STATUS D.P. (E)SF-1A FAN WALL, FAN NO. 1 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 2 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 3 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 4 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 5 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 6 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 7 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 8 STATUS C.S. (E)AHU-1A HIGH DUCT STATIC (E)AHU-1A SUPPLY AIR DISCHARGE TEMPERATURE (E)AHU-1A CHWR TEMPERATURE (E)AHU-1A S.A. DUCT STATIC PRESSURE (E)AHU-1A MIXED AIR TEMPERATURE (E)AHU-1A LOW DUCT STATIC (E)AHU-1A OUTSIDE AIR FLOW INPUT FROM (E)RRF-1A VFD-1 ALARM FROM (E)RRF-1A VFD-3 INPUT FROM (E)RRF-1A VFD-2 ALARM FROM (E)RRF-1A VFD-4 (E)RRF-1A FAN WALL, FAN NO. 1 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 2 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 3 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 4 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 5 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 6 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 7 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 8 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 9 STATUS C.S. (E)RRF-1A FAN WALL, FAN NO. 10 STATUS C.S. (E)RRF-1A R.A. TEMPERATURE START / STOP (E)SF-1A VFD-1 OUTPUT TO (E)SF-1A VFD-1 - SPEED START / STOP (E)SF-1A VFD-2 OUTPUT TO (E)SF-1A VFD-2 - SPEED MODULATE (E)OAD-1A MODULATE (E)RAD-1A START / STOP (E)COOLING COIL CIRC. PUMP CHWP-5 VFD START / STOP (E)COOLING COIL CIRC. PUMP CHWP-6 VFD START / STOP HEATING COIL CIRC. PUMP HWP-9, VFD-9 MODULATE HEATING COIL BYPASS CONTROL VALVE BCV-1 OUTPUT TO (E) CHWP-5 VFD SPARE ANALOG INPUT (4 SUCH) SPARE DIGITAL INPUT (6 SUCH) SPARE ANALOG OUTPUT (2 SUCH) SPARE DIGITAL OUTPUT (3 SUCH) DIRECT DIGITAL CONTROLLER(S) QUANTITY AS REQUIRED INSTALL IN ATC PANEL(S) LOCATED NEAR (E)AREA "A" (E)RRF-1A CO LEVEL (E)RRF-1A VOC LEVEL (E)RRF-1A HIGH DUCT STATIC (E)RRF-1A DUCT S.P. AREA "A" LEVEL 01 BUILDING STATIC AREA "A" LEVEL 02 BUILDING STATIC (E)COOLING COIL CIRC. PUMP STATUS D.P. (E)COOLING COIL CIRC. PUMP STATUS D.P. HEATING COIL CIRC. PUMP STATUS D.P. SAFETIES RELAY SR1-5 STATUS INPUT FROM (E) CHWP-5 VFD AIR HANDLING UNIT SR1-5 A49 A21 LOCATE IMMEDIATELY UPSTREAM FROM THE MOST AERODYNAMICALLY REMOTE TERMINAL (E)AREA "A" AIR HANDLING UNIT SA DUCT STATIC PRESSURE BOX FROM THE AIR HANDLING UNIT. FIELD VERIFY DWYER 602-0 DWYER 602-2 OUTSIDE A45 INSIDE LEVEL 02 DWYER 602-2 OUTSIDE A44 INSIDE A14 A48A47A46 A5 OUTSIDE AIR TEMPERATURE PROVIDE SOLAR / WIND SHIELD LEVEL 01 WEST BUILDING STATIC LOCATE SENSORS AS DIRECTED IN FIELD ON LEVEL INDICATED. A18 S A19 A33 A38 A32 A37 A31 A36 A30 A35 A29 A34 C.S. A5A7 A42 DWYER 602-0 A43 S A39 A40 A41 C.S. A1 A3 A16 A17 A13 A14 A15 A12A11 A9 A10A8A7 S A20 S A22 A23 A6 A10 A9 A24 AFM 1 A11 (E)AREA "A" AIR HANDLING SYSTEM A48 A50 A49 (E)SF-1A FAN WALL, FAN NO. 9 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 10 STATUS C.S. (E)SF-1A FAN WALL, FAN NO. 11 STATUS C.S. DI DI DI 2 START / STOP (E)RRF-1A VFD-1 OUTPUT TO (E)RRF-1A VFD-3 - SPEED START / STOP (E)RRF-1A VFD-2 OUTPUT TO (E)RRF-1A VFD-4 - SPEED MODULATE (E)RELIEF DAMPER RED-1A (E) ENABLE FROM RETURN / RELIEF VAN VFD'S (TYPICAL OF 10 EACH) (E) ENABLE FROM RETURN / RELIEF VAN VFD'S (TYPICAL OF 11) DIA51ALARM FROM (E) CHWP-5 VFD AIINPUT FROM (E) CHWP-6 VFD A52 DIA53ALARM FROM (E) CHWP-6 VFD AIINPUT FROM HWP-9, VFD-9 A54 DIA55ALARM FROM HWP-9, VFD-9 DIREF-1 STATUS C.S.A56 DIA57REF-2 STATUS C.S. AO A18 AO A17 OUTPUT TO (E) CHWP-6 VFD OUTPUT TO HWP-9, VFD-9 HEATING COIL CIRCULATING PUMP HWP 9 REFERENCE FLOW DIAGRAMS ON SHEETS MP601 AND MP602 FOR EXACT PIPING CONFIGURATION FOR CHW AND HW SYSTEMS. A13 A53 A17 A52A12 A51 A16 A50 DISCONNECT POWER 208/60/3 SEE DIV. 26 BYPASS VFD BYPASSVFDPOWER VFD AUTO HAND INTERLOCK RELAY OFF R RA14 ON FAULTENABLE ON START/STOP CONTACT VFD ALARM HWP 9A14 WATER HEATING EXTERNAL CONTACT CLOSURE R FAULT A54 A55 VFD-9 PUMP A18 PROVIDE NEW TEMPERATURE SENSOR COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE NEW THERMOWELL TO SERVE NEW TEMPERATURE SENSOR 1 REPLACE EXISTING DAMPER ACTUATOR WITH NEW. A.REMOVE ALL EXISTING CONTROLS SERVING AIR HANDLING SYSTEM INCLUDING CONTROL PANELS, FIELD WIRING, COMMUNICATION WIRING, SENSORS AND DAMPER ACTUATORS INDICATED. BCV-1 A15 PROVIDE NEW DIFFERENTIAL PRESSURE SWITCH 1 1 1 (E) PNEUMATIC 3-WAY VALVE WITH THIRD LEG CAPPED. REMOVE PNEUMATIC TUBING FROM CONTROL VALVE AND LOCK IN THE WIDE OPEN POSITION (E) CAPPED PIPE PREVIOUSLY EXTENDING TO 3-WAY VALVE REF-3 STATUS C.S.A58 DI START / STOP REF-2 START / STOP REF-3 DO A20 DO A19 DO A21 START / STOP REF-1 A19 460/60/3 DISCONNECT SEE DIV. 26 POWER FAULT EXTERNAL ENABLE VFD OFF AUTO ON HAND POWER FAULT VFD CS A56 REF 1 BUILT-IN VFD ROOFTOP EXHAUST FANS DAMPER RELAY BLDG. FIRE ALARM FAN SWITCH PANEL BY DIV. 23 LOCATE IN LOCAL ELECTRICAL ROOM DM REF 3 ROOFTOP EXHAUST FAN A21 DAMPER OPENS WHEN FAN RUNS FROM AUXILIARY CONTACT ON FAN MOTOR JUNCTION BOX SEE DIV. POWER 120/60/1 26 HH 0 A A21 H N ROOFTOP EXHAUST FAN R IN PANEL FACE HAND-OFF-AUTO PILOT LIGHT A21 REF 3A58 C.S. * * WIRING BETWEEN J-BOX AND ATC BY DIV. 23. DIV. 26 SHALL PROVIDE CONDUIT. CONTROL DAMPER WIRING IN CONDUIT PROVIDED BY DIV. 26. CONNECTED BY DIV. 23. EXHAUST FANS ROOFTOPREF 2 A19 DM DAMPER OPENS WHEN FAN RUNS FROM AUXILIARY CONTACT ON FAN MOTOR VFD. SCALE: NONE REF 1 A20 JUNCTION BOX A57 A20 REF 2 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Diagrams 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set DM (E) RESTROOM AND STORAGE RM. ROOFTOP EXHAUST FANS (E) MOTORIZED DAMPER POWER (E) 120/60/1 (E) CONTROL DAMPER WIRING IN CONDUIT (E) RESTROOM AND STORAGE RM. ROOFTOP EXHAUST FANS DM DM DM HDS LDS DP SDAQ HDS SD DPDP DP DP R R ^ob^=?_?=EbF^fo=e^kaifkd=pvpqbj=obsfpba=`lkqoli=af^do^j ao^tfkd=klqbp dbkbo^i=klqbp ollcqlm=bue^rpq=c^kp=`lkqoli=af^do^j FAULT (E)START / STOP CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)CHWP-1 VFD R R FAULT CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)CHWP-2 VFD R TO (E)CHILLED WATER PUMP CHWP-1 (E)START / STOP TO (E)CHILLED WATER PUMP CHWP-2 FAULT (E)START / STOP CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)RRF-1B VFD-2 (E)INTERLOCK R RELAYS FAULT CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT HAND OFF (E)RRF-1B VFD-1 R VFD FAULT ALARM (E)CONTACT CLOSURE (E)RETURN / RELIEF FAN WALL RRF-1B (E)RETURN / RELIEF FAN WALL RFF-1B (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-4 (E)INTERLOCK RELAYS (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-3 (E)START / STOP CONTACT HAND OFF (E)SF-1B VFD-2 POWER (E)460/60/3 (E)DISCONNECT (E)INTERLOCK RELAYS VFD FAULT ALARM (E)CONTACT CLOSURE FAULT CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT (E)SF-1B VFD-1 R VFD FAULT ALARM (E)CONTACT CLOSURE (E)SUPPLY FAN WALL SF-1B (E)DISCONNECT (E)SUPPLY FAN WALL SF-1B (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-2 (E)INTERLOCK RELAYS (E)FAN SHUTOFF FROM BLDG. FIRE ALARM (E)SRI-1 ELEV. EQUIP. E152A B11B9 R G R G R HAND OFF AUTO VFD BYPASS B9 POWER (E)460/60/3 (E)DISCONNECT (E)INTERLOCK RRELAYS VFD FAULT ALARM (E)CONTACT CLOSURE R G R G R HAND OFF AUTO VFD BYPASS B11 R R VFD FAULT ALARM (E)CONTACT CLOSURE POWER (E)460/60/3 (E)DISCONNECT (E)INTERLOCK RELAYS R G R G R HAND OFF AUTO VFD BYPASS B7 POWER (E)460/60/3 (E)DISCONNECT R R VFD FAULT ALARM (E)CONTACT CLOSURE R G R G R AUTO VFD BYPASS B5 R (E)START / STOP POWER (E)460/60/3 (E)DISCONNECT R FAULT POWER R ON G ENABLE VFD EXTERNALBYPASS R G ON VFD FAULT R AUTO VFD BYPASS B3 R R R R G R G R HAND OFF AUTO VFD BYPASS B1 R (E)START / STOP POWER (E)460/60/3 R SR SR1-1 (E)SF-1 (E)SAFETIES RELAY (E)LOW DUCT STATIC (E)FREEZE STAT SAFETIES CIRCUIT (E)RA HIGH DUCT STATIC (E)SA HIGH DUCT STATIC SR1-2 SR1-3 SR1-4 (E)SAFETY RELAY CONTACTS DP DP S (E)CHILLED WATER PUMP CHWP-1 (E)CHILLED WATER PUMP CHWP-2 (E)4" CHWS FROM CENTRAL PLANT (E)4" CHWR TO CENTRAL PLANT (E)4" CHWS TO AHU-1B COOLING COIL FLOOR (E)54"x144" RELIEF AIR (E)60"x96" OA DAMPER (E)COOLING COIL (E)FILTER SECTION (E)36"x144" RETURN AIR DAMPER FLOOR FLOOR CEILING TYPICAL EXISTING DUCTWORK DUCTWORK EXISTING TYPICAL (E)TYPICAL LIGHT (E)HEATING COIL (E)PLENUM CEILING (E)54"x144" OA DUCT FLOOR (E)4" CHWR TO CENTRAL PLANT (E)4" CHWS FROM LOCAL CHW PUMPS (E)SF-1B (E)RRF-1B (E)STEAM CONTROL VALVE (E)L.P. STEAM LINE SERVING AHU-1B HEATING COIL DAMPER (E)L.P. STEAM LINE (E)L.P. COND. LINE (E)4" CHWR FROM AHU-1B COOLING COIL SCALE: NONE TRANSFORMER B2 IN ATC B1 DI 24 VOLTAI POWER MAIN COMMUNICATION TRUNK CABLE AO B2 DO CT B1 - DI AI DO AO - - - B4 DI B3 AI AO B4 DO B3 AO B6 DO B5 AO B8 DO B7 AO B10 DO B9 AO B12 DO B11 AO B14 AO B13 AO B16 AO B15 B6 DI B5 AI B8 DI B7 DI B10 DI B9 DI B12 DI B11 DI B14 DI B13 DI B16 AI B15 DI B18 AI B17 AI B20 DI B19 AI B22 AI B21 AI B24 AI B23 DI B26 DI B25 DI B28 DI B27 DI B30 DI B29 DI B32 DI B31 DI B34 AI B33 DI B36 AI B35 AI B38 AI B37 DI B40 DI B39 DI B42 DI B41 DI B44 DI B43 DI B46 AI B45 AI B47 DI 2 B9 B38 B10 B37B11 B40 B12 B39 B42B41 B7 B25 B8 B24 B5 B23 B6 B22 B3 B4 B4 B3 B1 B2 B2 B1 C.S. B1 C.S. B1 C.S. B30 B5 C.S. B26 B5 B7 B7 B31 B27 B32 B28 B33 B29 B15 B14 B13 * * * * B7 B11 B3 B3 B8 B12 B9 B13 B10 B14 (E) ENABLE FROM SUPPLY FAN VFD'S INPUT FROM (E)SF-1B VFD-1 ALARM FROM (E)SF-1B VFD-1 INPUT FROM (E)SF-1B VFD-2 ALARM FROM (E)SF-1B VFD-2 OUTSIDE AIR TEMPERATURE AHU-1B FILTER STATUS D.P. (E)SF-1B FAN WALL, FAN NO. 1 STATUS C.S. (E)SF-1B FAN WALL, FAN NO. 2 STATUS C.S. (E)SF-1B FAN WALL, FAN NO. 3 STATUS C.S. (E)SF-1B FAN WALL, FAN NO. 4 STATUS C.S. (E)SF-1B FAN WALL, FAN NO. 5 STATUS C.S. (E)SF-1B FAN WALL, FAN NO. 6 STATUS C.S. (E)SF-1B FAN WALL, FAN NO. 7 STATUS C.S. (E)SF-1B FAN WALL, FAN NO. 8 STATUS C.S. (E)AHU-1B HIGH DUCT STATIC (E)AHU-1B SUPPLY AIR DISCHARGE TEMPERATURE (E)AHU-1B CHWR TEMPERATURE (E)AHU-1B S.A. DUCT STATIC PRESSURE (E)AHU-1B MIXED AIR TEMPERATURE (E)AHU-1B LOW DUCT STATIC (E)AHU-1B OUTSIDE AIR FLOW INPUT FROM (E)RRF-1B VFD-1 ALARM FROM (E)RRF-1B INPUT FROM (E)RRF-1B VFD-2 ALARM FROM (E)RRF-1B (E)RRF-1B FAN WALL, FAN NO. 1 STATUS C.S. (E)RRF-1B FAN WALL, FAN NO. 2 STATUS C.S. (E)RRF-1B FAN WALL, FAN NO. 3 STATUS C.S. (E)RRF-1B FAN WALL, FAN NO. 4 STATUS C.S. (E)RRF-1B FAN WALL, FAN NO. 5 STATUS C.S. (E)RRF-1B FAN WALL, FAN NO. 6 STATUS C.S. (E)RRF-1B FAN WALL, FAN NO. 7 STATUS C.S. (E)RRF-1B FAN WALL, FAN NO. 8 STATUS C.S. (E)RRF-1B R.A. TEMPERATURE (E)RRF-1B CO LEVEL (E)RRF-1B VOC LEVEL START / STOP (E)SF-1B VFD-1 OUTPUT TO (E)SF-1B VFD-1 - SPEED START / STOP (E)SF-1B VFD-2 OUTPUT TO (E)SF-1B VFD-2 - SPEED START / STOP (E)CHWP-1 VFD OUTPUT TO (E)CHWP-1 VFD - SPEED START / STOP (E)CHWP-2 VFD OUTPUT TO (E)CHWP-2 VFD - SPEED MODULATE (E)OAD-1B SPARE ANALOG INPUT (4 SUCH) SPARE DIGITAL INPUT (6 SUCH) SPARE ANALOG OUTPUT (2 SUCH) SPARE DIGITAL OUTPUT (3 SUCH) DIRECT DIGITAL CONTROLLER(S) QUANTITY AS REQUIRED INSTALL IN ATC PANEL(S) LOCATED NEAR (E)AREA "B" * (E) ENABLE FROM RETURN / RELIEF FAN VFD'S (TYPICAL OF 4 EACH) MODULATE (E)RAD-1B MODULATE (E)RELIEF DAMPER RED-1 MODULATE (E)STEAM CONTROL VALVE INPUT FROM (E)CHWP-1 VFD ALARM FROM (E)CHWP-1 VFD INPUT FROM (E)CHWP-2 VFD ALARM FROM (E)CHWP-2 VFD (E)CHWP-1 STATUS D.P. (E)CHWP-2 STATUS D.P. SAFETIES RELAY SR1-5 STATUS (E)RRF-1B HIGH DUCT STATIC (E)RRF-1B DUCT S.P. AREA "B" LEVEL 01 BUILDING STATIC AREA "B" LEVEL 02 BUILDING STATIC AIR HANDLING UNIT SR1-5 B43 B18 LOCATE IMMEDIATELY UPSTREAM FROM THE MOST AERODYNAMICALLY REMOTE TERMINAL (E)AREA "B" AIR HANDLING UNIT SA DUCT STATIC PRESSURE BOX FROM THE AIR HANDLING UNIT. FIELD VERIFY B47 LEVEL 02 B46 LEVEL 01 B5 OUTSIDE AIR TEMPERATURE PROVIDE SOLAR / WIND SHIELD EAST BUILDING STATIC LOCATE SENSORS AS DIRECTED IN FIELD ON LEVEL INDICATED. B16 S B17 B44 B45 DWYER 602-0 B19 S B21 B20 S B16 S B34 B35 B36 B15 START / STOP (E)RRF-1B VFD-1 OUTPUT TO (E)RRF-1B VFD-1 - SPEED START / STOP (E)RRF-1B VFD-2 OUTPUT TO (E)RRF-1B VFD-2 - SPEED REFERENCE FLOW DIAGRAMS ON SHEETS MP601 AND MP602 FOR EXACT PIPING CONFIGURATION FOR CHW AND HW SYSTEMS. DWYER 602-0 1 REPLACE EXISTING DAMPER ACTUATOR WITH NEW. A.REMOVE ALL EXISTING CONTROLS SERVING AIR HANDLING SYSTEM INCLUDING CONTROL PANELS, FIELD WIRING, COMMUNICATION WIRING, SENSORS AND DAMPER ACTUATORS INDICATED. DWYER 602-2 OUTSIDE INSIDE DWYER 602-2 OUTSIDE INSIDE PROVIDE NEW DIFFERENTIAL PRESSURE SWITCH PROVIDE NEW TEMPERATURE SENSOR COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE NEW THERMOWELL TO SERVE NEW TEMPERATURE SENSOR (E) PNEUMATIC 3-WAY VALVE WITH THIRD LEG CAPPED. REMOVE PNEUMATIC TUBING FROM CONTROL VALVE AND LOCK IN THE WIDE OPEN POSITION (E) CAPPED PIPE PREVIOUSLY EXTENDING TO 3-WAY VALVE (TYP OF 4) (E) ENABLE FROM SUPPLY FAN VFD'S (TYP OF 4) 1 1 START / STOP REF-4 DO B18 DO B17 DO B19 START / STOP (E) RESTROOM EXHAUST FAN START / STOP (E) STORAGE RM. EXHAUST FAN B48 DI B50 DI B49 DI REF-4 STATUS C.S. (E) RESTROOM EXHAUST FAN STATUS C.S. (E) STORAGE RM. EXHAUST FAN STATUS C.S. NEW FAN SWITCH PANEL BY DIV. 23 LOCATE IN LOCAL ELECTRICAL ROOM B18 HH 0 A B18 H N R IN PANEL FACE HAND-OFF-AUTO PILOT LIGHT B18 B49 C.S. WIRING BETWEEN J-BOX AND ATC BY DIV. 23. DIV. 26 SHALL PROVIDE CONDUIT. SCALE: NONE FAN SWITCH PANEL BY DIV. 23 LOCATE IN LOCAL ELECTRICAL ROOM DM REF 4 ROOFTOP EXHAUST FAN B17 DAMPER OPENS WHEN FAN RUNS FROM AUXILIARY CONTACT ON FAN MOTOR SEE DIV. POWER 120/60/1 26 HH 0 A B17 H N ROOFTOP EXHAUST FAN R IN PANEL FACE HAND-OFF-AUTO PILOT LIGHT B17 REF 4B48 C.S. * * WIRING BETWEEN J-BOX AND ATC BY DIV. 23. DIV. 26 SHALL PROVIDE CONDUIT. CONTROL DAMPER WIRING IN CONDUIT PROVIDED BY DIV. 26. CONNECTED BY DIV. 23. B19 B19 B19 B50 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Diagrams 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set DP DP R TO (E)CHILLED WATER PUMP CHWP-7 R TO (E)CHILLED WATER PUMP CHWP-7 buqboflo=f`b=_^kh=mfmfkd=cilt=af^do^j ^ob^=?^?=`efiiba=t^qbo=pvpqbj=obsfpba=`lkqoli=af^do^j S C5 C3 S V VD V VD C3 C5 S S S R G R G R R R S S R G R G R R R R R (E)ICE BANK MB-1 (E)6" CHWS/R(E)4" CHWR (E)4" CHWS (E)6" CHWS (E)4"(E)6" (E)4" (E)4" CHWS (E)4" CHWS (E)8" (E)8" CHWR (E)8" CHWS (E)8" CHWR (E)8" (E)3/4" (E)8" CHWS (E)8"(E)8" CHWR (E)8" CHWS(E)8" (E)8" (E)6" (E)8" CHWR (E)8" CHWS (E)6" CHWR (E)6" CHWS/R (E)6" CHWS (E)6" CHWS (E)FLEX CONNECTION (TYP.) (E)ICE BANK MB-2 (E)ICE BANK MB-3 (E)ICE BANK MB-4 (E)ICE BANK MB-5 (E)ICE BANK MB-6 (E)ICE BANK MB-7 (E)ICE BANK MB-8 (E)ICE BANK MB-9 (E)ICE BANK MB-10 (E)DCV-1 (E)MCV-1 (E)1" (E)3/4" EXISTING PROBE LINES FROM NEW ICE INVENTORY METER TO EXISTING ICE BANK CONTROL PANEL. (E)SUCTION DIFFUSER (E)CHW GLYCOL MAKEUP UNIT (E)CHWP-8 (E)CHWP-7 (E)BUTTERFLY VALVE (TYP) (E)R-8 ROLAIRTROL (E)DRAIN TO GMU (E)DIGITAL THERMOMETER (TYP) (E)6" CHWS/R FROM MAIN BUILDING CHW PUMPS. SEE WEST WING BUILDING PIPING REMODEL FLOW DIAGRAM BELOW FOR CONTINUATION. (E)6" CHWS/R TO SECONDARY SYSTEM SERVING THE EAST WING BUILDING. (E)8" CHWS/R TO ICE BANK STORAGE TANKS. SEE ICE BANK PIPING FLOW DIAGRAM ABOVE FOR CONTINUATION. (E)TRIPLE DUTY VALVE (TYP) (E)PACKAGED CHILLER (E)REDUCED PRESSURE BACKFLOW PREVENTER (E)COMBINATION PRESSURE REGULATOR AND REDUCING VALVE (E)SIGHT GLASS (E)24 GALLON EXPANSION TANK WITH ATF-12 TANK FITTING MOUNTED ON STAND (E)B&G DT-2 DRAIN-AIR CHARGER VALVE (E)DRAIN TO GMU (E)VENT TO GMU (E)BYPASS VALVE GMU CONTROL PANEL (E)6" (E)6" (E)6" (E)6" (E)SECONDARY BYPASS VALVE (E)FLEX CONNECTION (TYP) (E)PRESSURE GAUGE (TYP) (E)CONCRETE HOUSEKEEPING PAD (TYP) (E)SUCTION DIFFUSER (E)6" CHWS/R TO SECONDARY SYSTEM SERVING THE ADJACENT WEST WING AIR HANDLING UNIT. (LAYOUT SIMILAR TO EAST WING AHU) (E)CHWP-5(E)CHWP-6 (E)2-1/2" CHWR (E)2-1/2" CHWS TRANSFORMER C2 IN ATC C1 AI 24 VOLTDI POWER MAIN COMMUNICATION TRUNK CABLE AO C2 DO CT C1 C4 AI C3 AI AO C4 DO C3 AO C6 DO C5 AO C8 DO C7 AO C9 C6 AI C5 DI C8 DI C7 DI C10 DI C9 DI C12 AI C11 AI C14 AI C13 AI (E)CHILLER CH-1 FAULT / STATUS CHWS TEMPERATURE CHWR TEMPERATURE INPUT FROM VFD-7 ((E)CHWP-7) ALARM FROM VFD-7 INPUT FROM VFD-8 ((E)CHWP-8) ALARM FROM VFD-8 (E)CHWP-7 STATUS D.P. (E)CHWP-8 STATUS D.P. FCP-1 STATUS C.S. (E)ICE BANKS M-1 THRU M-3 DISCH. TEMP. (E)ICE BANKS M-4 THRU M-7 DISCH. TEMP. (E)ICE BANKS M-8 THRU M-10 DISCH. TEMP. ICE BANKS ICE LEVEL START / STOP (E)CHILLER CH-1 RESET (E)CHILLER CH-1 CHW TEMP. START / STOP VFD-7 ((E)CHWP-7) OUTPUT FROM VFD-7 - SPEED START / STOP VFD-8 ((E)CHWP-8) OUTPUT FROM VFD-8 - SPEED START / STOP FCP-1 MODULATE (E)MCV-1 CONTROL VALVE MODULATE (E)DCV-1 CONTROL VALVE SCALE: NONE SCALE: NONE C14 C12C11 C13 FAULT START / STOP CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT HAND OFF AUTO VFD BYPASS VFD-7 POWER 208/60/3 DISCONNECT INTERLOCK C3 C7 C4 RELAYS VFD FAULT ALARM CONTACT CLOSURE C6 VFD-8 C8 C9 C1 C2 C1 C2C3 - C9 C8 EXISTING ICE INVENTORY METER FCP 1 1-1/2" CHWS 1-1/2" CHWR DIRECT DIGITAL CONTROLLER(S) QUANTITY AS REQUIRED INSTALL IN ATC PANEL(S) LOCATED IN MECHANICAL ROOM NEAR CHWP-7 AND CHWP-8 FAULT START / STOP CONTACT POWER ON ENABLE VFD EXTERNALBYPASS ON VFD FAULT HAND OFF AUTO VFD BYPASS POWER 208/60/3 DISCONNECT INTERLOCK C5 C5 C6 RELAYS VFD FAULT ALARM CONTACT CLOSURE C4 BY DIV. 26 HAND-OFF-AUTO IN PANEL FACE ATC PANEL PILOT LIGHT C7 C7 N H 0 A H H INLINE CIRC. PUMP FAN COIL 120V POWER FCP 1 C.S. C4 PROVIDE NEW TEMPERATURE SENSOR PROVIDE NEW TEMPERATURE SENSOR PROVIDE NEW TEMPERATURE SENSOR C7 PROVIDE NEW TEMPERATURE SENSOR GENERAL NOTE: REMOVE ALL EXISTING CONTROLS SERVING CHW SYSTEM, INCLUDING CONTROL PANELS, FIELD WIRING, COMMUNICATION, WIRING, AND TEMPERATURE SENSORS. SEE SHEET MI603 FOR CONTROL OF THESE PUMPS (E)CHW GLYCOL LOW LEVEL ALARM C15 DI TERMINATE WITH HOSE CONNECTION BDF ROOM 040 SPACE TEMP.C16 AI SAC-040 / SCU-040 STATUS ALARM C17 DI 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Diagrams 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 2012 R ALARM ALARM D3 ao^tfkd=klqbp ^ob^=?^?=pqb^j=ql=eb^qfkd=t^qbo=`lkqoli=af^do^j dbkbo^i=klqb (E) HWS (E) HWR (E) HWR 1 A. 2 2 2 0-150 PSI 0-40 PSI 3 3 4 4 5 5 66 6 7 8 7 V V V PS DPDP S PS PS R RG G R S S POWER (E)120/60/1 (E)HAND-OFF-AUTO IN PANEL FACE (E)ATC PANEL (E)PILOT LIGHT D3 N H 0 A R H H DOMESTIC CIRC. PUMP (E)ICP-5 (E) 3/4" CW LINE (E)3/4" (E)1" (E)1" (E)1" FROM PRV ASSEMBLY SRV. (E) HEATING COIL (E) 3" (E) 2-1/2" (E) 2-1/2" (E)3/4" (E) HEATING COIL (E) 3" (E) 2-1/2" (E) 2-1/2" (E)3/4" (E) HEATING COIL (E) 3" (E) 2-1/2" (E) 2-1/2" (E)3/4" (E) 3"(E) 6" (E)HW GLYCOL MAKEUP UNIT (E) 6" (E) 6" FRAME HEATING WATER (E) PACKAGED PLATE & HEAT EXCHANGER SYSTEM (E)3/4" (E) UP IN CHASE TO REHEAT COILS (E) 6"(E) 6"(E) 6"(E) 6" (E) 6" (E) 6" (E) 4" (E)3/4" (E)3/4" (E) 4" (E)2-1/2" (E) 4"(E) 4" RETURN UNIT (E) CONDENSATE (E) FLASH TANK (E) VENT UP IN CHASE (E) 4" (E) 4" (E) 6" (E) 1" (E) 3" (E) 1-1/2" (E) 3" (E) 2" (E) 2" (E) 1-1/2" WATER PLATE & FRAME (E) PACKAGED DOMESTIC HEAT EXCHANGER SYSTEM (E) 6" (E) 6" (E) AIR PURGER (E)1" DHWR IN-LINE CIRC. PUMP (E)ICP-5 (E)REDUCED PRESSURE BACKFLOW PREVENTER (E)COMBINATION PRESSURE REGULATOR AND REDUCING VALVE (E)3/4" (E)SIGHT GLASS (E)24 GALLON EXPANSION TANK WITH ATF-12 TANK FITTING MOUNTED ON STAND (E)B&G DT-2 DRAIN-AIR CHARGER VALVE (E)DRAIN TO GMU (E)VENT TO GMU (E)BYPASS VALVE (E)CONTROL AIR COMPRESSOR CAC-1 (E)CONTROL AIR COMPRESSOR CONTROL PANEL (E)CONTROL COMPRESSED AIR SUPPLY (E)DHW TRANSFORMER D2 IN ATC D1 AI 24 VOLTAI POWER MAIN COMMUNICATION TRUNK CABLE AO D2 DO CT D1 D4 AI D3 AI DO D3 D6 DI D5 AI D8 AI D7 DI D10 AI D9 DI D12 DI D11 DI D14 AI D13 DI (E)BUILDING HW SUPPLY TEMPERATURE (E)M.P. STEAM PRESSURE (E)L.P. STEAM PRESSURE INPUT FROM VFD-10 (HWP-10) ALARM VFD-10 (E) ICP-5 STATUS C.S. DOMESTIC HW RETURN TEMPERATURE HWP-9 DIFFERENTIAL PRESSURE (E)DOMESTIC HW SUPPLY TEMPERATURE HIGH WATER ALARM (E)HW GLYCOL LOW LEVEL ALARM (E)CAC-1 ALARM (E)CAC-1 PRESSURE START / STOP VFD-10 (HWP-10) OUTPUT TO VFD-10 - SPEED START / STOP (E) DOMESTIC WATER RECIRC. PUMP ICP-5 DIRECT DIGITAL CONTROLLER(S) QUANTITY AS REQUIRED INSTALL IN ATC PANEL(S) LOCATED IN AREA "A" MECHANICAL ROOM (E)HIGH / LOW CONDENSATE ALARM AREA "A" WATER METER FLOW RATE D15 DI - DI AI DO AO - - - SPARE ANALOG INPUT(TYP. OF 2) SPARE DIGITAL INPUT (TYP. OF 3) SPARE ANALOG OUTPUT SPARE DIGITAL OUTPUT D3 1 3 SCALE: NONE D12 - - D1 D9 PUMP VAV REHEAT D1 D3 D15 D4 1 BCV-1 HWP 10 COIL PUMP AHU HWHWP 9 D7 C.S. REMOVE ALL EXISTING CONTROLS SERVING HW SYSTEM, INCLUDING CONTROL PANELS, FIELD WIRING, COMMUNICATION WIRING, AND SENSORS. REMOVE EXISTING PNEUMATIC VALVE WITH PNEUMATIC TUBING. PROVIDE NEW ELECTRONIC VALVE AS SCHEDULED. D13 D14 PROVIDE NEW PRESSURE SENSOR EXISTING CONTROL AIR COMPRESSOR CONTROL DIAGRAM DISCONNECT POWER 208/60/3 SEE DIV. 26 BYPASS VFD BYPASSVFDPOWER VFD AUTO HAND INTERLOCK RELAY OFF R RD1 ON FAULTENABLE ON START/STOP CONTACT VFD ALARM HWP 10D1 WATER HEATING EXTERNAL CONTACT CLOSURE R FAULT D5 D6 VFD-10 PUMP D2 AREA "A" WATER METER D2 SEE PLUMBING PLANS FOR EXACT LOCATION HIGH WATER ALARM ONE IN MECHANICAL ROOM D11 PROVIDE NEW HIGH WATER SENSOR FLOOR 1" PROVIDE NEW STEAM PRESSURE SENSOR PROVIDE NEW HYDRONIC TEMPERATURE SENSOR, COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE THERMOWELL IN (E)DHWR PIPING. D8 D10 PROVIDE NEW HYDRONIC TEMPERATURE SENSOR. FIELD VERIFY EXACT PIPING CONFIGURATION AND DHW SENSOR LOCATION. PROVIDE NEW HYDRONIC TEMPERATURE SENSOR. 8 PROVIDE NEW SWAGE CONTROLLER FOR THIS PACKAGED SYSTEM. REFERENCE SPECIFICATIONS. PROVIDE NEW DIFFERENTIAL PRESSURE SENSOR. REFERENCE SHEET MI603 FOR CONTROL OF THIS PUMP AND RELATED MIXING VALVE. EXTEND CAT-6E FROM EXISTING BACNET AND CONNECT TO NEW PACKAGED HW HEAT EXCHANGER CONTROL PANEL. IT ROOM 245 SPACE TEMP. SAC-245A / SCU-245A STATUS ALARM SAC-245B / SCU-245B STATUS ALARM D16 AI D18 DI D17 DI 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Diagrams 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set R R 2012 ao^tfkd=klqbp ^ob^=?_?=pqb^j=ql=eb^qfkd=t^qbo=^ka=pkltjbiqfkd=eb^qfkd=t^qbo=`lkqoli=af^do^j EbFpklt=jbiqfkd pvpqbj=bk^_ib `lkqoli af^do^j dbkbo^i=klqb S DP DP E1 E2 -- 1 2 5 2 1 1 1 1 1 3 33 1 1 1 1 4 4 4 1 A. 5 6 6 6 S V V V V V V D D DD V P PS PS DPDP S S GLYCOL MAKE-UP (E) SNOWMELT UNIT HEAT EXCHANGER (E) HEATING WATER (E) SNOWMELT HEAT EXCHANGER (E) SNOWMELTING EXPANSION TANK (E)3/4" (E)3" (E ) 3 " H W S (E ) 3 " H W R (E)3" (E)3" (E)1" (E)3/4" DRAIN (E)3/4" VENT (E)3" SHWS/R (E) SNOWMELT AIR SEPARATOR (E)2-1/2" SHWR (E)2-1/2" SHWS (E)2-1/2" SHWS (E)2-1/2" SHWR (E) CAP FOR FUTURE SNOWMELTING SYSTEMS SERVES NORTH STAIR (E ) 3 " S H W S (E ) 3 " S H W S (E ) 3 " S H W S (E ) 3 " S H W S (E)1" BYPASS GLOBE VALVE (E)3" SHWS (E)3" SHWS EXISTING 6" LP STEAM (E) STEAM TRAP ASSEMBLY (E)2" LP STEAM (E)2" LP STEAM (E) 3" LP CONDENSATE (E) STEAM TRAP (E) STEAM TRAP ASSEMBLY (E) STEAM TRAP (E ) 3 " H W S (E ) 3 " H W S (E ) 3 " H W S (E ) 3 " H W S (E)3/4" (E)COMBINATION PRESSURE REGULATOR AND REDUCING VALVE (E)3/4" (E)SIGHT GLASS (E)30 GALLON EXPANSION TANK (E)BYPASS (E)R-3 ROLAIRTROL (E)DRAIN TO GMU (E)3" VALVE (E) COLD WATER FILL LINE (E)3" (E)2-1/2" HWS/R TO/FROM 2nd FLOOR (E)2" HWS/R TO/FROM 1st FLOOR (E)1" (E)1" (E)1" (E)1" (E)1" (E)1" (E)1-1/2" (E)1" (E)1-1/2" (E)1" (E)1" (E)1" (E)3" HWR (E)3" HWS (E)LP STEAM LINE (E)MP STEAM LINE POWER 26 (E)120/60/1 SEE DIV. (E)WIRING BETWEEN J-BOX AND ATC A H H N- 0 H R IN PANEL FACE (E)ATC PANEL (E)PILOT LIGHT (E)HAND-OFF-AUTO R - R (E)LOCAL ENABLE (E)DDC INTERFACEDI (E)MASTER SNOW MELTING SYSTEM ENABLE FROM CAMPUS E2 (E)HEATING WATER PUMP HWP-2 (E)SNOWMELTING HEATING WATER FAULT (E)START / STOP CONTACT POWER R ON G ENABLE VFD EXTERNALBYPASS R G ON VFD FAULT R HAND OFF AUTO VFD BYPASS - POWER (E)208/60/3 (E)DISCONNECT (E)INTERLOCK - R R R - - RELAYS VFD FAULT ALARM (E)CONTACT CLOSURE - PUMP SHWP-2 (E)SNOWMELTING HEATING WATER FAULT (E)START / STOP CONTACT POWER R ON G ENABLE VFD EXTERNALBYPASS R G ON VFD FAULT R HAND OFF AUTO VFD BYPASS - POWER (E)208/60/3 (E)DISCONNECT (E)INTERLOCK - R R R - - RELAYS VFD FAULT ALARM (E)CONTACT CLOSURE - PUMP SHWP-1 E1 (E)HEATING WATER PUMP HWP-1 (E) HEATING WATER HEAT EXCHANGER CONTROL VALVE ASSEMBLY EXISTING 3" LP CONDENSATE (E)HEATING STEAM CONTROL VALVE (E)CONDENSATE PUMP CONTROL PANEL 12" (E)HIGH WATER ALARM ONE IN MECHANICAL ROOM (E)SNOWMELTING HEATING WATER PUMP SHWP-2 (E)SNOWMELTING HEATING WATER PUMP SHWP-1 (E)HEATING WATER PUMP HWP-2 (E)HEATING WATER PUMP HWP-1 (E)DUPLEX CONDENSATE PUMP TRANSFORMER E2 IN ATC E1 AI 24 VOLTAI POWER MAIN COMMUNICATION TRUNK CABLE DO E2 DO CT E1 E4 AI E3 AI AO E4 AO E3 AO E5 E6 DI E5 AI E8 DI E7 AI E10 DI E9 DI E12 DI E11 DI E13 DI START / STOP VFD-1 (E)HWP-1 START / STOP VFD-2 (E)HWP-2 OUTPUT TO VFD-1 SPEED OUTPUT TO VFD-2 SPEED MODULATE (E)HW STEAM CONTROL VALVE DIRECT DIGITAL CONTROLLER(S) QUANTITY AS REQUIRED INSTALL IN ATC PANEL(S) LOCATED IN AREA "B" MECHANICAL ROOM - DI AI DO AO - - - SPARE ANALOG INPUT(TYP. OF 2) SPARE DIGITAL INPUT (TYP. OF 3) SPARE ANALOG OUTPUT SPARE DIGITAL OUTPUT SCALE: NONE (E)SCV-1 E14 AI AREA "B" WATER METER E14 SNOW MELTING PUMPS WITH RELATED VFDS, SNOW MELTING TEMPERATURE SENSORS, AND SNOW MELTING CONTROL VALVE ARE CURRENTLY CONTROLLED AND MONITORED FROM AN INDEPENDENT DDC CONTROLLER BY JOHNSON CONTROLS. AS PART OF THIS PROJECT, CONNECT THIS CONTROLLER INTO THE NEW BUILDING AUTOMATION SYSTEM TO ALLOW FOR COMMUNICATION, MONITORING, AND ADJSTING OF SET POINTS FROM HEAD END MONITORING STATION. REFERENCE ONE-LINE (E)BUILDING HW SUPPLY TEMPERATURE (E)BUILDING HW RETURN TEMPERATURE (E)M.P. STEAM PRESSURE (E)L.P. STEAM PRESSURE INPUT FROM VFD-1 (E)HWP-1 ALARM FROM VFD-1 INPUT FROM VFD-2 (E)HWP-2 ALARM FROM VFD-2 (E)HWP-1 DIFFERENTIAL PRESSURE (E)HWP-2 DIFFERENTIAL PRESSURE HIGH WATER ALARM (E)SHW GLYCOL LOW LEVEL ALARM (E)HIGH / LOW CONDENSATE ALARM AREA "B" WATER METER FLOW RATE SEE PLUMBING PLANS FOR EXACT LOCATION E3 E4 FAULT START/STOP CONTACT POWER R ON G ENABLE VFD EXTERNALBYPASS R G ON VFD FAULT R HAND OFF AUTO VFD BYPASS SEE DIV. 26 POWER 208/60/3 DISCONNECT INTERLOCK E1 R R E6 E3 RELAYS VFD FAULT ALARM CONTACT CLOSURE E5 FAULT START/STOP CONTACT POWER R ON G ENABLE VFD EXTERNALBYPASS R G ON VFD FAULT R HAND OFF AUTO VFD BYPASS SEE DIV. 26 POWER 208/60/3 DISCONNECT INTERLOCK E2 R R E8 E4 RELAYS VFD FAULT ALARM CONTACT CLOSURE E7 (E)SHWP-1 VFD (E)SHWP-2 VFD VFD-1 VFD-2 E5 E12 E11 PROVIDE NEW HIGH PROVIDE NEW DIFFERENTIAL PRESSURE SENSOR E10E9 PROVIDE NEW TEMPERATURE SENSOR. FIELD VERIFY EXACT E2 E1 LOCATION OF EXISTING TEMPERATURE SENSOR. PROVIDE NEW STEAM PRESSURE SENSOR WITH A 0-150 PSI RANGE. FIELD VERIFY EXACT LOCATION OF EXISTING STEAM PRESSURE SENSOR. DIAGRAM. REMOVE ALL EXISTING CONTROLS SERVING HW SYSTEM, INCLUDING CONTROL PANELS, FIELD WIRING, COMMUNICATION WIRING, AND SENSORS. E16 DI E15 AI E17 DI TR/COMM ROOM 280 SPACE TEMP. SAC-280A / SCU-280A STATUS ALARM SAC-280B / SCU-280B STATUS ALARM COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE PROVIDE NEW STEAM PRESSURE SENSOR WITH A 0-40 PSI RANGE. FIELD VERIFY EXACT LOCATION OF EXISTING STEAM PRESSURE SENSOR. NEW INTERCONNECTING PIPING TO THE NEW DIFFERENTIAL PRESSURE SENSORS WITH BALL TYPE SHUTOFF VALVES, IF REQUIRED. WATER SENSOR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Diagrams 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set j^fk=`lkqoli=s^isb=p`ebarib `lkqoli=s^isb=p`ebarib SYMBOL VALVE TYPE OPERATOR TYPE GPM PRESSURE DIFF. PSI MIN. REQ'D CV CIRCULATING FLUID DUTY REMARKS FCCV-1 3-WAY ELECTRIC MODULATING 4.4 3 2.54 30% PROPYLENE GLYCOL CHILLED WATER FCU-1 COOLING COIL FCCV-2 3-WAY ELECTRIC MODULATING 5.1 3 2.94 30% PROPYLENE GLYCOL CHILLED WATER FCU-2 COOLING COIL FCCV-3 2-WAY ELECTRIC MODULATING 4.4 3 2.54 30% PROPYLENE GLYCOL CHILLED WATER FCU-3 COOLING COIL BCV-1 3-WAY ELECTRIC MODULATING 255 1 255.00 35% PROPYLENE GLYCOL HEATING WATER AREA "A" AHU HC BYPASS FHCV-1 3-WAY ELECTRIC MODULATING 1.8 3 1.04 35% PROPYLENE GLYCOL HEATING WATER FCU-1 HEATING COIL FHCV-2 3-WAY ELECTRIC MODULATING 5.2 3 3.00 35% PROPYLENE GLYCOL HEATING WATER FCU-2 HEATING COIL FHCV-3 2-WAY ELECTRIC MODULATING 1.8 3 1.04 35% PROPYLENE GLYCOL HEATING WATER FCU-3 HEATING COIL DXFHCV-1 2-WAY ELECTRIC MODULATING 2.2 3 1.27 35% PROPYLENE GLYCOL HEATING WATER DXFCU-3 HEATING COIL CH-1 3-WAY ELECTRIC MODULATING 2.6 3 1.50 35% PROPYLENE GLYCOL HEATING WATER CH-1 HEATING COIL CH-2 2-WAY ELECTRIC MODULATING 1.5 3 0.87 35% PROPYLENE GLYCOL HEATING WATER CH-2 HEATING COIL CH-3 3-WAY ELECTRIC MODULATING 1.5 3 0.87 35% PROPYLENE GLYCOL HEATING WATER CH-3 HEATING COIL CH-4 3-WAY ELECTRIC MODULATING 1.5 3 0.87 35% PROPYLENE GLYCOL HEATING WATER CH-4 HEATING COIL CH-5 3-WAY ELECTRIC MODULATING 1.5 3 0.87 35% PROPYLENE GLYCOL HEATING WATER CH-5 HEATING COIL CH-6 3-WAY ELECTRIC MODULATING 1.5 3 0.87 35% PROPYLENE GLYCOL HEATING WATER CH-6 HEATING COIL CH-7 3-WAY ELECTRIC MODULATING 1.5 3 0.87 35% PROPYLENE GLYCOL HEATING WATER CH-7 HEATING COIL tbpq=s^so=_lubp=`lkqoli=s^isb=p`ebarib SYMBOL VALVE TYPE OPERATOR TYPE GPM MAXIMUM PRESSURE DROP CIRCULATING FLUID DUTY REMARKS tbpq=s^so=_lubp=`lkqoli=s^isb=p`ebarib SYMBOL VALVE TYPE OPERATOR TYPE GPM MAXIMUM PRESSURE DROP CIRCULATING FLUID DUTY REMARKS VAVR-001 2-WAY ELECTRIC MODULATING 1.1 3 PSI 35% PROPYLENE GLYCOL VAVR-001 HEATING COIL VAVR-009 3-WAY ELECTRIC MODULATING 3.5 3 PSI 35% PROPYLENE GLYCOL VAVR-009 HEATING COIL VAVR-010 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-010 HEATING COIL VAVR-011 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-011 HEATING COIL VAVR-012 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-012 HEATING COIL VAVR-013 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-013 HEATING COIL VAVR-015 3-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-015 HEATING COIL VAVR-016 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-016 HEATING COIL VAVR-018 3-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-018 HEATING COIL VAVR-020 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-020 HEATING COIL VAVR-022 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-022 HEATING COIL VAVR-022A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-022A HEATING COIL VAVR-024 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-024 HEATING COIL VAVR-026A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-026A HEATING COIL VAVR-026B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-026B HEATING COIL VAVR-026C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-026C HEATING COIL VAVR-026D 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-026D HEATING COIL VAVR-026E 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-026E HEATING COIL VAVR-026F 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-026F HEATING COIL VAVR-0-C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-0-C HEATING COIL VAVR-100A 2-WAY ELECTRIC MODULATING 2.0 3 PSI 35% PROPYLENE GLYCOL VAVR-100A HEATING COIL VAVR-100B 2-WAY ELECTRIC MODULATING 2.0 3 PSI 35% PROPYLENE GLYCOL VAVR-100B HEATING COIL VAVR-104 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-104 HEATING COIL VAVR-106 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-106 HEATING COIL VAVR-108 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-108 HEATING COIL VAVR-110 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-110 HEATING COIL VAVR-112 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-112 HEATING COIL VAVR-114 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-114 HEATING COIL VAVR-114A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-114A HEATING COIL VAVR-118A 2-WAY ELECTRIC MODULATING 1.6 3 PSI 35% PROPYLENE GLYCOL VAVR-118A HEATING COIL VAVR-118B 2-WAY ELECTRIC MODULATING 1.6 3 PSI 35% PROPYLENE GLYCOL VAVR-118B HEATING COIL VAVR-120AA 2-WAY ELECTRIC MODULATING 3.7 3 PSI 35% PROPYLENE GLYCOL VAVR-120AA HEATING COIL VAVR-120AB 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-120AB HEATING COIL VAVR-122AA 2-WAY ELECTRIC MODULATING 0.6 3 PSI 35% PROPYLENE GLYCOL VAVR-122AA HEATING COIL VAVR-122AB 2-WAY ELECTRIC MODULATING 0.6 3 PSI 35% PROPYLENE GLYCOL VAVR-122AB HEATING COIL VAVR-122AC 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-122AC HEATING COIL VAVR-122AD 2-WAY ELECTRIC MODULATING 0.6 3 PSI 35% PROPYLENE GLYCOL VAVR-122AD HEATING COIL VAVR-122AE 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-122AE HEATING COIL VAVR-122B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-122B HEATING COIL VAVR-124 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-124 HEATING COIL VAVR-125 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-125 HEATING COIL VAVR-126 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-126 HEATING COIL VAVR-127 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-127 HEATING COIL VAVR-128 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-128 HEATING COIL VAVR-129 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-129 HEATING COIL VAVR-130 2-WAY ELECTRIC MODULATING 1.5 3 PSI 35% PROPYLENE GLYCOL VAVR-130 HEATING COIL VAVR-131 2-WAY ELECTRIC MODULATING 0.6 3 PSI 35% PROPYLENE GLYCOL VAVR-2100 HEATING COIL VAVR-132 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2103 HEATING COIL VAVR-134 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2104 HEATING COIL VAVR-136 3-WAY ELECTRIC MODULATING 1.4 3 PSI 35% PROPYLENE GLYCOL VAVR-2105 HEATING COIL VAVR-138 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2106 HEATING COIL VAVR-140 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2108 HEATING COIL VAVR-142 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2111 HEATING COIL VAVR-146 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2112 HEATING COIL VAVR-148 3-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2114 HEATING COIL VAVR-200 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2116 HEATING COIL VAVR-202 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2117 HEATING COIL VAVR-204 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2121 HEATING COIL VAVR-206 3-WAY ELECTRIC MODULATING 1.1 3 PSI 35% PROPYLENE GLYCOL VAVR-2127 HEATING COIL VAVR-208 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2128 HEATING COIL VAVR-210 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2130A HEATING COIL VAVR-212 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2130B HEATING COIL VAVR-214 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2131 HEATING COIL VAVR-216 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2135 HEATING COIL VAVR-218 3-WAY ELECTRIC MODULATING 1.3 3 PSI 35% PROPYLENE GLYCOL VAVR-2137 HEATING COIL VAVR-220A 2-WAY ELECTRIC MODULATING 1.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2138 HEATING COIL VAVR-220B 2-WAY ELECTRIC MODULATING 1.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2143 HEATING COIL VAVR-220C 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-2149 HEATING COIL VAVR-220D 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-2154 HEATING COIL VAVR-220E 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-2155 HEATING COIL VAVR-222 2-WAY ELECTRIC MODULATING 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-2157 HEATING COIL VAVR-224 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2162 HEATING COIL VAVR-226 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2163 HEATING COIL VAVR-228 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2165 HEATING COIL VAVR-228A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2167 HEATING COIL VAVR-228B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2173 HEATING COIL VAVR-228C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2176 HEATING COIL VAVR-230 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2178 HEATING COIL VAVR-232 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2180 HEATING COIL VAVR-234 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2182 HEATING COIL VAVR-236 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2183 HEATING COIL VAVR-238 2-WAY ELECTRIC MODULATING 2.2 3 PSI 35% PROPYLENE GLYCOL VAVR-2185 HEATING COIL VAVR-240A 3-WAY ELECTRIC MODULATING 1.0 3 PSI 35% PROPYLENE GLYCOL VAVR-2186 HEATING COIL VAVR-240B 2-WAY ELECTRIC MODULATING 1.1 3 PSI 35% PROPYLENE GLYCOL VAVR-3100 HEATING COIL VAVR-241 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3101 HEATING COIL VAVR-242 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3102A HEATING COIL VAVR-243 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3102B HEATING COIL VAVR-246 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3105 HEATING COIL VAVR-248 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3107 HEATING COIL VAVR-253 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3109 HEATING COIL VAVR-300A 2-WAY ELECTRIC MODULATING 1.0 3 PSI 35% PROPYLENE GLYCOL VAVR-3113 HEATING COIL VAVR-300B 2-WAY ELECTRIC MODULATING 1.0 3 PSI 35% PROPYLENE GLYCOL VAVR-3114 HEATING COIL VAVR-300C 2-WAY ELECTRIC MODULATING 1.0 3 PSI 35% PROPYLENE GLYCOL VAVR-3118 HEATING COIL VAVR-300D 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-3124A HEATING COIL VAVR-302 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-3124B HEATING COIL VAVR-304 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3130 HEATING COIL VAVR-306 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3134 HEATING COIL VAVR-310 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-3137 HEATING COIL VAVR-312 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3138 HEATING COIL VAVR-314 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3144 HEATING COIL VAVR-316 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3145 HEATING COIL VAVR-318 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3146 HEATING COIL VAVR-320 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3150 HEATING COIL VAVR-322 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3153 HEATING COIL VAVR-324AA 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3161 HEATING COIL VAVR-324B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3164 HEATING COIL VAVR-324BB 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3165 HEATING COIL VAVR-326 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3167 HEATING COIL VAVR-328 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3168 HEATING COIL VAVR-330 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4101 HEATING COIL VAVR-332 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4102 HEATING COIL VAVR-334 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4103 HEATING COIL VAVR-336 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4104 HEATING COIL VAVR-338 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4106 HEATING COIL VAVR-340 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4109 HEATING COIL VAVR-342A 2-WAY ELECTRIC MODULATING 2.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4110 HEATING COIL VAVR-342B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4116 HEATING COIL VAVR-342C 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-4118 HEATING COIL VAVR-342D 3-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-4119 HEATING COIL VAVR-342E 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-4120 HEATING COIL VAVR-342F 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-4123 HEATING COIL VAVR-344 2-WAY ELECTRIC MODULATING 2.3 3 PSI 35% PROPYLENE GLYCOL VAVR-4125 HEATING COIL VAVR-344A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4128 HEATING COIL VAVR-344C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4137 HEATING COIL VAVR-346 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4139 HEATING COIL VAVR-352 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4142 HEATING COIL VAVR-360 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4146 HEATING COIL VAVR-362 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4147 HEATING COIL VAVR-366 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4151 HEATING COIL VAVR-368 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4153 HEATING COIL VAVR-374 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4156 HEATING COIL VAVR-378 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3-A 2-WAY ELECTRIC MODULATING 1.0 3 PSI 35% PROPYLENE GLYCOL 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Valve Schedules 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set b^pq=s^so=_lubp=`lkqoli=s^isb=p`ebarib SYMBOL VALVE TYPE OPERATOR TYPE GPM MAXIMUM PRESSURE DROP CIRCULATING FLUID DUTY REMARKS VAVR-150A 2-WAY ELECTRIC MODULATING 3.7 3 PSI 35% PROPYLENE GLYCOL VAVR-1200 HEATING COIL VAVR-150B 3-WAY ELECTRIC MODULATING 3.7 3 PSI 35% PROPYLENE GLYCOL VAVR-1201A HEATING COIL VAVR-152 3-WAY ELECTRIC MODULATING 1.3 3 PSI 35% PROPYLENE GLYCOL VAVR-1201B HEATING COIL VAVR-156 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1201C HEATING COIL VAVR-156A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1211 HEATING COIL VAVR-156B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1300 HEATING COIL VAVR-156C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1301 HEATING COIL VAVR-156E 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1302 HEATING COIL VAVR-156F 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1304 HEATING COIL VAVR-158 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1306 HEATING COIL VAVR-160 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1310 HEATING COIL VAVR-160A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1311 HEATING COIL VAVR-160B 2-WAY ELECTRIC TWO POSITION 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1313 HEATING COIL VAVR-162 2-WAY ELECTRIC TWO POSITION 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-1315 HEATING COIL VAVR-164 2-WAY ELECTRIC TWO POSITION 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-1316 HEATING COIL VAVR-166 2-WAY ELECTRIC MODULATING 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-1320 HEATING COIL VAVR-168 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-1321 HEATING COIL VAVR-170A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1323 HEATING COIL VAVR-170AA 2-WAY ELECTRIC MODULATING 1.7 3 PSI 35% PROPYLENE GLYCOL VAVR-1324 HEATING COIL VAVR-170B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1326 HEATING COIL VAVR-170BB 2-WAY ELECTRIC MODULATING 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-1327 HEATING COIL VAVR-170C 3-WAY ELECTRIC MODULATING 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-1328 HEATING COIL VAVR-172 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1329 HEATING COIL VAVR-174 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1338 HEATING COIL VAVR-175 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-1339 HEATING COIL VAVR-178 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2200A HEATING COIL VAVR-179 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2200B HEATING COIL VAVR-180 3-WAY ELECTRIC MODULATING 1.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2200C HEATING COIL VAVR-181 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2300A HEATING COIL VAVR-182 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2300B HEATING COIL VAVR-183 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2301 HEATING COIL VAVR-184 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2303 HEATING COIL VAVR-185 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2306A HEATING COIL VAVR-186 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2306B HEATING COIL VAVR-188 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-2308 HEATING COIL VAVR-188A 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-2309 HEATING COIL VAVR-188B 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-2313 HEATING COIL VAVR-190 2-WAY ELECTRIC MODULATING 0.6 3 PSI 35% PROPYLENE GLYCOL VAVR-2316 HEATING COIL VAVR-190A 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-2317 HEATING COIL VAVR-190B 2-WAY ELECTRIC MODULATING 0.9 3 PSI 35% PROPYLENE GLYCOL VAVR-2318 HEATING COIL VAVR-192 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2319 HEATING COIL VAVR-192A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2324 HEATING COIL VAVR-192B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2325 HEATING COIL VAVR-192C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2329 HEATING COIL VAVR-1-U 2-WAY ELECTRIC MODULATING 1.3 3 PSI 35% PROPYLENE GLYCOL VAVR-2330 HEATING COIL VAVR-1-V 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2331 HEATING COIL VAVR-1-X 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2332 HEATING COIL VAVR-1-Y 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-2335 HEATING COIL VAVR-1-Z 2-WAY ELECTRIC MODULATING 1.4 3 PSI 35% PROPYLENE GLYCOL VAVR-3200A HEATING COIL VAVR-250A 2-WAY ELECTRIC MODULATING 3.6 3 PSI 35% PROPYLENE GLYCOL VAVR-3200B HEATING COIL VAVR-250B 2-WAY ELECTRIC MODULATING 3.6 3 PSI 35% PROPYLENE GLYCOL VAVR-3200C HEATING COIL VAVR-252A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3302 HEATING COIL b^pq=s^so=_lubp=`lkqoli=s^isb=p`ebarib SYMBOL VALVE TYPE OPERATOR TYPE GPM MAXIMUM PRESSURE DROP CIRCULATING FLUID DUTY REMARKS VAVR-252AA 2-WAY ELECTRIC MODULATING 2.0 3 PSI 35% PROPYLENE GLYCOL VAVR-3305 HEATING COIL VAVR-252B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3306 HEATING COIL VAVR-252BB 2-WAY ELECTRIC MODULATING 2.0 3 PSI 35% PROPYLENE GLYCOL VAVR-3307 HEATING COIL VAVR-252C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3310 HEATING COIL VAVR-252D 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3318 HEATING COIL VAVR-252E 3-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-3320 HEATING COIL VAVR-252G 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3321 HEATING COIL VAVR-254 2-WAY ELECTRIC MODULATING 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-3326 HEATING COIL VAVR-256 2-WAY ELECTRIC MODULATING 1.2 3 PSI 35% PROPYLENE GLYCOL VAVR-3327 HEATING COIL VAVR-256A 2-WAY ELECTRIC MODULATING 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-3330 HEATING COIL VAVR-256B 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-3333 HEATING COIL VAVR-256C 2-WAY ELECTRIC MODULATING 0.8 3 PSI 35% PROPYLENE GLYCOL VAVR-3334 HEATING COIL VAVR-258 3-WAY ELECTRIC MODULATING 2.0 3 PSI 35% PROPYLENE GLYCOL VAVR-3338 HEATING COIL VAVR-260 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-3340 HEATING COIL VAVR-264 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3343 HEATING COIL VAVR-265 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-3344 HEATING COIL VAVR-266 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4200A HEATING COIL VAVR-267 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4200B HEATING COIL VAVR-268 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4200C HEATING COIL VAVR-269 3-WAY ELECTRIC MODULATING 1.2 3 PSI 35% PROPYLENE GLYCOL VAVR-4300 HEATING COIL VAVR-270A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4301 HEATING COIL VAVR-270AA 3-WAY ELECTRIC MODULATING 2.4 3 PSI 35% PROPYLENE GLYCOL VAVR-4303 HEATING COIL VAVR-270B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4304 HEATING COIL VAVR-270BB 2-WAY ELECTRIC MODULATING 1.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4305 HEATING COIL VAVR-270CC 2-WAY ELECTRIC MODULATING 1.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4308 HEATING COIL VAVR-270D 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4309 HEATING COIL VAVR-270DD 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4315 HEATING COIL VAVR-270F 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4316 HEATING COIL VAVR-270G 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4318 HEATING COIL VAVR-270H 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4320 HEATING COIL VAVR-270J 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4323 HEATING COIL VAVR-272 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-4324 HEATING COIL VAVR-274 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4326 HEATING COIL VAVR-276 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-4327 HEATING COIL VAVR-278 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-4330 HEATING COIL VAVR-284 2-WAY ELECTRIC MODULATING 1.0 3 PSI 35% PROPYLENE GLYCOL VAVR-4333 HEATING COIL VAVR-286 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4335 HEATING COIL VAVR-288A 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4338 HEATING COIL VAVR-288AA 2-WAY ELECTRIC MODULATING 0.7 3 PSI 35% PROPYLENE GLYCOL VAVR-4342 HEATING COIL VAVR-288B 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4344 HEATING COIL VAVR-288BB 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4348 HEATING COIL VAVR-288C 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4349 HEATING COIL VAVR-288D 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4350 HEATING COIL VAVR-288E 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-4352 HEATING COIL VAVR-288F 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-5301 HEATING COIL VAVR-288G 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-5303 HEATING COIL VAVR-299 2-WAY ELECTRIC MODULATING 2.4 3 PSI 35% PROPYLENE GLYCOL VAVR-5306 HEATING COIL VAVR-2-Q 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-5307 HEATING COIL VAVR-2-U 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-5308 HEATING COIL VAVR-2-W 2-WAY ELECTRIC MODULATING 0.5 3 PSI 35% PROPYLENE GLYCOL VAVR-5310 HEATING COIL VAV-3-I 2-WAY ELECTRIC MODULATING NA 3 PSI 35% PROPYLENE GLYCOL VAVR-5314 HEATING COIL 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Control Valve Schedules 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set dbkbo^i=klqbp A.A.A.A.ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED. ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A 2222----WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE NOTED.NOTED.NOTED.NOTED. WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT. B.B.B.B. C.C.C.C. 1111 GGGG JJJJ EEEE CCCC 2222 3333 4444 5555 1111 MP401MP401MP401MP401 001001001001 VAVRVAVRVAVRVAVR 022A022A022A022A VAVRVAVRVAVRVAVR 020020020020 VAVRVAVRVAVRVAVR 022022022022 VAVRVAVRVAVRVAVR 0000----CCCC VAVRVAVRVAVRVAVR 016016016016 VAVRVAVRVAVRVAVR 018018018018 VAVRVAVRVAVRVAVR 040040040040 VAVVAVVAVVAV 015015015015 VAVRVAVRVAVRVAVR 013013013013 VAVRVAVRVAVRVAVR 010010010010 VAVRVAVRVAVRVAVR 011011011011 VAVRVAVRVAVRVAVR 009009009009 VAVRVAVRVAVRVAVR 026A026A026A026A VAVRVAVRVAVRVAVR 012012012012 VAVRVAVRVAVRVAVR 026B026B026B026B VAVRVAVRVAVRVAVR026C026C026C026C VAVRVAVRVAVRVAVR 026D026D026D026D VAVRVAVRVAVRVAVR 026E026E026E026E VAVRVAVRVAVRVAVR 026F026F026F026F VAVRVAVRVAVRVAVR 024024024024 VAVRVAVRVAVRVAVR 026F STUDENTS 026E OFFICE 026D OFFICE 026C OFFICE 026B OFFICE 026A OFFICE 011 OFFICE 009 IMAGING AND STORAGE 010 OFFICE 013 BREAK ROOM 0-A HALL 012 OFFICE 028 SHORT TERM STORAGE 047 HALL 0-C HALL 016 TIER 2 015 MEN'S RR 014 WOMEN'S RR 040 BDF 020 OFFICE 018 OFFICE 022 OPS 022A QA 0-G HALL 0-E STAIR 0-J ELEV 036 CUSTODIAL 038 ELECTRICAL 032 STORAGE 042 CUSTODIAL STORAGE 044 STORAGE 3/4"HWS/R3/4"HWS/R3/4"HWS/R3/4"HWS/R 3/4"HWS/R3/4"HWS/R3/4"HWS/R3/4"HWS/R 3/4"HWS/R3/4"HWS/R3/4"HWS/R3/4"HWS/R 1"HWS/R1"HWS/R1"HWS/R1"HWS/R 3/4"HWS/R3/4"HWS/R3/4"HWS/R3/4"HWS/R 1111----1/4"HWS/R1/4"HWS/R1/4"HWS/R1/4"HWS/R 1111 2222 2222 2222 S S S S S S S S S S S S S S S S S S S S S 040040040040 SACSACSACSAC 040040040040 SCUSCUSCUSCU 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 00 Area A Mechanical Piping Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MP110aMP110aMP110aMP110a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=^=jb`e^kf`^i=mfmfkd=objlabi=mi^k1111 NOTE #DESCRIPTION 1111 EXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BE REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R. 2222 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA GGGG JJJJ EEEE CCCC 1" SHWS/R1" SHWS/R1" SHWS/R1" SHWS/R (E)1" SHWS/R 2" SHWS/R2" SHWS/R2" SHWS/R2" SHWS/R 1111 2222 1" SHWS/R1" SHWS/R1" SHWS/R1" SHWS/R 1" SHWS/R1" SHWS/R1" SHWS/R1" SHWS/R 1" SHWS/R1" SHWS/R1" SHWS/R1" SHWS/R 2" SHWS/R2" SHWS/R2" SHWS/R2" SHWS/R 1111 MH402MH402MH402MH402 dbkbo^i=klqbp A.A.A.A.ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED. ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A 2222----WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE NOTED.NOTED.NOTED.NOTED. WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT. B.B.B.B. C.C.C.C. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 LEVEL 00 AREA B MECHANICAL PLUMBING REMODEL PLAN 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set ao^tfkd=klqbp NOTE #DESCRIPTION 1111 RISE 1" SHW/R UP TO SNOWMELT MANIFOLD BOXRISE 1" SHW/R UP TO SNOWMELT MANIFOLD BOXRISE 1" SHW/R UP TO SNOWMELT MANIFOLD BOXRISE 1" SHW/R UP TO SNOWMELT MANIFOLD BOX ABOVE REFERENCE DRAWING MP111b FORABOVE REFERENCE DRAWING MP111b FORABOVE REFERENCE DRAWING MP111b FORABOVE REFERENCE DRAWING MP111b FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 2222 CORE DRILL, SLEEVE, AND ANCHOR NEW SHWS/RCORE DRILL, SLEEVE, AND ANCHOR NEW SHWS/RCORE DRILL, SLEEVE, AND ANCHOR NEW SHWS/RCORE DRILL, SLEEVE, AND ANCHOR NEW SHWS/R PIPING THROUGH CONCRETE TUNNEL WALL. SEALPIPING THROUGH CONCRETE TUNNEL WALL. SEALPIPING THROUGH CONCRETE TUNNEL WALL. SEALPIPING THROUGH CONCRETE TUNNEL WALL. SEAL ALL ROUND PENETRATION WATER TIGHT. SEEALL ROUND PENETRATION WATER TIGHT. SEEALL ROUND PENETRATION WATER TIGHT. SEEALL ROUND PENETRATION WATER TIGHT. SEE DETAIL.DETAIL.DETAIL.DETAIL. SCALE:SCALE:SCALE:SCALE:MP110bMP110bMP110bMP110b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=_=jb`e^kf`^i=mfmfkd=objlabi=mi^k2222 KEY PLAN A B dbkbo^i=klqbp A.A.A.A.ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED. ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A 2222----WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE NOTED.NOTED.NOTED.NOTED. WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT. B.B.B.B. C.C.C.C. 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 NEW SNOWNEW SNOWNEW SNOWNEW SNOW MELT ZONE 1MELT ZONE 1MELT ZONE 1MELT ZONE 1 1111----1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R 1111----1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R SNOWMELT SNOWMELT SNOWMELT SNOWMELT MANIFOLD BOXMANIFOLD BOXMANIFOLD BOXMANIFOLD BOX 1111----1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R (UNDERGROUND)(UNDERGROUND)(UNDERGROUND)(UNDERGROUND) 1111 CHCHCHCH 1-F VESTIBULE 120A ENTRY HALL 118 OPEN STUDY 110 CIRCULATION RECEPTION 110 CIRCULATION RECEPTION 102 ELEC ROOM 104 OFFICE 106 OFFICE 108 OFFICE 112 CHECK-IN 114 INTER LIBRARY LOAN WORKSPACE114A OFFICE 116 RESERVE MEDIA 1-E MECH 1-D STAIR 1-B STAIR 1-A VESTIBULE 147 JANITORS OFFICE 148 WOMENS146 MENS 1-M Room 144A RESTROOM VESTIBULE 144 FAMILY RR 120B ENTRY HALL 122 HD BOOK COLLECTION 124 STUDY (MED) 125 STUDY (MED) 126 STUDY (SM) 127 STUDY (SM) 128 STUDY (SM) 129 OFFICE 130 OFFICE 131 OFFICE 132 STUDY (MED) 1-J ELEVATOR 134 RECEPTION 136 OFFICE 138 OFFICE 140 CONFERENCE ROOM 1-H STAIR 150 READING 130130130130 VAVRVAVRVAVRVAVR 131131131131 VAVRVAVRVAVRVAVR 132132132132 VAVRVAVRVAVRVAVR 129129129129 VAVRVAVRVAVRVAVR 128128128128 VAVRVAVRVAVRVAVR 127127127127 VAVRVAVRVAVRVAVR 126126126126 VAVRVAVRVAVRVAVR 125125125125 VAVRVAVRVAVRVAVR 122AA122AA122AA122AA VAVRVAVRVAVRVAVR 122AC122AC122AC122AC VAVRVAVRVAVRVAVR 122AB122AB122AB122AB VAVRVAVRVAVRVAVR 124124124124 VAVRVAVRVAVRVAVR 122AE122AE122AE122AE VAVRVAVRVAVRVAVR 122AD122AD122AD122AD VAVRVAVRVAVRVAVR 120AA120AA120AA120AA VAVRVAVRVAVRVAVR 120AB120AB120AB120AB VAVRVAVRVAVRVAVR 118A118A118A118A VAVRVAVRVAVRVAVR 110110110110 VAVRVAVRVAVRVAVR 114A114A114A114A VAVRVAVRVAVRVAVR 118B118B118B118B VAVRVAVRVAVRVAVR 114114114114 VAVRVAVRVAVRVAVR 112112112112 VAVRVAVRVAVRVAVR 108108108108 VAVRVAVRVAVRVAVR 106106106106 VAVRVAVRVAVRVAVR 100B100B100B100B VAVRVAVRVAVRVAVR 100A100A100A100A VAVRVAVRVAVRVAVR 104104104104 VAVRVAVRVAVRVAVR 122B122B122B122B VAVRVAVRVAVRVAVR 146146146146 VAVRVAVRVAVRVAVR 150B150B150B150B VAVRVAVRVAVRVAVR 150A150A150A150A VAVRVAVRVAVRVAVR 140140140140 VAVRVAVRVAVRVAVR 138138138138 VAVRVAVRVAVRVAVR 134134134134 VAVRVAVRVAVRVAVR 136136136136 VAVRVAVRVAVRVAVR 142142142142 VAVRVAVRVAVRVAVR 148148148148 VAVRVAVRVAVRVAVR 3333 CHCHCHCH 2222 CHCHCHCH 2222 2222 2222 2222 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" CHWS/R1" CHWS/R1" CHWS/R1" CHWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3" HWR3" HWR3" HWR3" HWR 3" HWS3" HWS3" HWS3" HWS ISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLY VALVE, TYPICALVALVE, TYPICALVALVE, TYPICALVALVE, TYPICAL 3333 1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 1111 FCUFCUFCUFCU 4444 5555 4444 4444 4444 4444 4444 S S S 102102102102 VAVVAVVAVVAV S S S S S S S S S T S S S S S S S S S S S S S S S S S S S S S SS S S S 666666666666 6666 6666 2222----1/2"1/2"1/2"1/2"2"2"2"2" 1111----1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R 1111----1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R1/4" SHWS/R 3"3"3"3" 1111----1/4"1/4"1/4"1/4" 3/4"3/4"3/4"3/4" HWS/RHWS/RHWS/RHWS/R 6666 666666666666 S 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area A Mechanical Piping Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MP111aMP111aMP111aMP111a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=^=jb`e^kf`^i=mfmfkd=objlabi=mi^k1111 NOTE #DESCRIPTION 1111 DROP 1-1/2" SHWS/R DOWN WALL AND EXTENDDROP 1-1/2" SHWS/R DOWN WALL AND EXTENDDROP 1-1/2" SHWS/R DOWN WALL AND EXTENDDROP 1-1/2" SHWS/R DOWN WALL AND EXTEND UNDERGROUND TO SNOWMELT MANIFOLD BOX ASUNDERGROUND TO SNOWMELT MANIFOLD BOX ASUNDERGROUND TO SNOWMELT MANIFOLD BOX ASUNDERGROUND TO SNOWMELT MANIFOLD BOX AS SHOWN. SAWCUT EXISTING CONCRETE SLAB ASSHOWN. SAWCUT EXISTING CONCRETE SLAB ASSHOWN. SAWCUT EXISTING CONCRETE SLAB ASSHOWN. SAWCUT EXISTING CONCRETE SLAB AS REQUIRED. REFERENCE ARCHITECTURALREQUIRED. REFERENCE ARCHITECTURALREQUIRED. REFERENCE ARCHITECTURALREQUIRED. REFERENCE ARCHITECTURAL DRAWINGS FOR CONCRETE REPAIR.DRAWINGS FOR CONCRETE REPAIR.DRAWINGS FOR CONCRETE REPAIR.DRAWINGS FOR CONCRETE REPAIR. 2222 EXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BE REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R. 3333 4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER 3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO LEVEL ABOVE. REFERENCE DRAWINGS MP112aLEVEL ABOVE. REFERENCE DRAWINGS MP112aLEVEL ABOVE. REFERENCE DRAWINGS MP112aLEVEL ABOVE. REFERENCE DRAWINGS MP112a AND MP401 FOR CONTINUATION.AND MP401 FOR CONTINUATION.AND MP401 FOR CONTINUATION.AND MP401 FOR CONTINUATION. 4444 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 5555 3-WAY CHILLED WATER CONTROL VALVE AND3-WAY CHILLED WATER CONTROL VALVE AND3-WAY CHILLED WATER CONTROL VALVE AND3-WAY CHILLED WATER CONTROL VALVE AND 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 6666 THIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THE STRUCTURE. IT IS THE INTENT THAT NOSTRUCTURE. IT IS THE INTENT THAT NOSTRUCTURE. IT IS THE INTENT THAT NOSTRUCTURE. IT IS THE INTENT THAT NO HYDRONIC PIPING BE INSTALLED IN THIS AREA,HYDRONIC PIPING BE INSTALLED IN THIS AREA,HYDRONIC PIPING BE INSTALLED IN THIS AREA,HYDRONIC PIPING BE INSTALLED IN THIS AREA, NEW OR EXISTING.NEW OR EXISTING.NEW OR EXISTING.NEW OR EXISTING. dbkbo^i=klqbp A.A.A.A.ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED. ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A 2222----WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE NOTED.NOTED.NOTED.NOTED. WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT. B.B.B.B. C.C.C.C. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA NEWNEWNEWNEW SNOWMELTSNOWMELTSNOWMELTSNOWMELT ZONE 2ZONE 2ZONE 2ZONE 2 1111----1/4" SHWS1/4" SHWS1/4" SHWS1/4" SHWS 1111----1/4" SHWR1/4" SHWR1/4" SHWR1/4" SHWR 1111 SNOWMELTSNOWMELTSNOWMELTSNOWMELT MANIFOLD BOXMANIFOLD BOXMANIFOLD BOXMANIFOLD BOX 156C PRACTICE 156B PRACTICE 156A PRACTICE 156 WORKSPACE 156F OFFICE 156E PRACTICE 08A ELEV EQUIP 08 MECH 1-T ELEV 192A SMALL MEETING 192 WORKSTATIONS/ FLEX SPACE 190C STORAGE 192C STORAGE 192B OFFICE 160A OFFICE 160B OFFICE 158 CONFERENCE ROOM 1-S HALL 160 TUTORING ADMIN OPEN AREA 162 CLASSROOM 164 CLASSROOM 1-U VESTIBULE 166 CLASSROOM 168 CLASSROOM 174 STUDENT PREP 176 I.T. HELP DESK 175 MATH LAB RECEPTION 1-Y HALL 173 ELECTRICAL 152 WOMEN'S RESTROOM 154 MEN'S RESTROOM 1-R HALL 1-N STAIRS 172 CLASSROOM 170B STUDY 170A STUDY 170C STORAGE 170 DROP IN MATH LAB 180 ADJUNCT OFFICE 181 OFFICE 182 OFFICE 183 OFFICE 184 OFFICE 185 OFFICE 186 OFFICE 188 COLLABORATIVE SPACE 190 TRAINING AREA 190A OFFICE 190B OFFICE 1-Z VESTIBULE 188A OFFICE 188B CONFERENCE 156C156C156C156C VAVRVAVRVAVRVAVR 156B156B156B156B VAVRVAVRVAVRVAVR 156A156A156A156A VAVRVAVRVAVRVAVR 156156156156 VAVRVAVRVAVRVAVR 156E156E156E156E VAVRVAVRVAVRVAVR 156F156F156F156F VAVRVAVRVAVRVAVR 192A192A192A192A VAVRVAVRVAVRVAVR 192C192C192C192C VAVRVAVRVAVRVAVR 192B192B192B192B VAVRVAVRVAVRVAVR 192192192192 VAVRVAVRVAVRVAVR 160A160A160A160A VAVRVAVRVAVRVAVR 160B160B160B160B VAVRVAVRVAVRVAVR 1111----YYYY VAVRVAVRVAVRVAVR 158158158158 VAVRVAVRVAVRVAVR 160160160160 VAVRVAVRVAVRVAVR 162162162162 VAVRVAVRVAVRVAVR 152152152152 VAVRVAVRVAVRVAVR 164164164164 VAVRVAVRVAVRVAVR 1111----UUUU VAVRVAVRVAVRVAVR 166166166166 VAVRVAVRVAVRVAVR 168168168168 VAVRVAVRVAVRVAVR 175175175175 VAVRVAVRVAVRVAVR 174174174174 VAVRVAVRVAVRVAVR 1111----VVVV VAVRVAVRVAVRVAVR 170BB170BB170BB170BB VAVRVAVRVAVRVAVR 170AA170AA170AA170AA VAVRVAVRVAVRVAVR 170A170A170A170A VAVRVAVRVAVRVAVR 170B170B170B170B VAVRVAVRVAVRVAVR 170C170C170C170C VAVRVAVRVAVRVAVR 172172172172 VAVRVAVRVAVRVAVR 179179179179 VAVRVAVRVAVRVAVR 178178178178 VAVRVAVRVAVRVAVR 173173173173 VAVVAVVAVVAV 188188188188 VAVRVAVRVAVRVAVR 186186186186 VAVRVAVRVAVRVAVR 185185185185 VAVRVAVRVAVRVAVR 184184184184 VAVRVAVRVAVRVAVR 183183183183 VAVRVAVRVAVRVAVR 182182182182 VAVRVAVRVAVRVAVR 181181181181 VAVRVAVRVAVRVAVR 1111----XXXX VAVRVAVRVAVRVAVR 180180180180 VAVRVAVRVAVRVAVR 1111----ZZZZ VAVRVAVRVAVRVAVR 190190190190 VAVRVAVRVAVRVAVR 190A190A190A190A VAVRVAVRVAVRVAVR 190B190B190B190B VAVRVAVRVAVRVAVR 188A188A188A188A VAVRVAVRVAVRVAVR 188B188B188B188B VAVRVAVRVAVRVAVR 4444 CHCHCHCH 5555 CHCHCHCH 6666 CHCHCHCH 7777 CHCHCHCH 1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 1111----1/4" HWR1/4" HWR1/4" HWR1/4" HWR 1111----1/4" HWS1/4" HWS1/4" HWS1/4" HWS 1111----1/4" HWS1/4" HWS1/4" HWS1/4" HWS 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" 3/4" 3/4" 3/4" HWS/RHWS/RHWS/RHWS/R 1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 1111----1/2" HWR1/2" HWR1/2" HWR1/2" HWR 1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 3/4" 3/4" 3/4" 3/4" HWS/RHWS/RHWS/RHWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 2" HWS2" HWS2" HWS2" HWS 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 2222 22222222 2222 2222 2222 2222 S SS S S S S S S S S SSSS S S S S S SS S S S S S S S S S S S S S S S S S S SS S S S SS S S S 1111 MH402MH402MH402MH402 3333 1"1"1"1" 3333 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 01 Area B Mechanical Piping Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MP111bMP111bMP111bMP111b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=_=jb`e^kf`^i=mfmfkd=objlabi=mi^k1111 NOTE #DESCRIPTION 1111 1" SHWS/R UP FROM BELOW. REFERENCE1" SHWS/R UP FROM BELOW. REFERENCE1" SHWS/R UP FROM BELOW. REFERENCE1" SHWS/R UP FROM BELOW. REFERENCE DRAWING MP110b FOR CONTINUATION.DRAWING MP110b FOR CONTINUATION.DRAWING MP110b FOR CONTINUATION.DRAWING MP110b FOR CONTINUATION. 2222 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 3333 THIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THE STRUCTURE. IT IS THE INTENT THAT NOSTRUCTURE. IT IS THE INTENT THAT NOSTRUCTURE. IT IS THE INTENT THAT NOSTRUCTURE. IT IS THE INTENT THAT NO HYDRONIC PIPING BE INSTALLED IN THIS AREA,HYDRONIC PIPING BE INSTALLED IN THIS AREA,HYDRONIC PIPING BE INSTALLED IN THIS AREA,HYDRONIC PIPING BE INSTALLED IN THIS AREA, NEW OR EXISTING.NEW OR EXISTING.NEW OR EXISTING.NEW OR EXISTING. dbkbo^i=klqbp A.A.A.A.ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED. ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A 2222----WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE NOTED.NOTED.NOTED.NOTED. WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT. B.B.B.B. C.C.C.C. 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 DXFCUDXFCUDXFCUDXFCU 1111 HHHH S H 1111 2222 3333 4444 6666 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 238 TECH SERVICES 244 FAMILY RR 243 MOTHERS 2-H ELEV 234 LARGE COMPUTER CLASSROOM 236 SHEET MUSIC 228C SCANNER 228B DCAM 228E VAULT 2-D MECHANICAL 228A OFFICE 232 OFFICE 242 ELECTRICAL ROOM 249 JANITOR'S CLOSET 2-M HALL 247 MEN'S RESTROOM 248 WOMEN'S RESTROOM 245 I.T.228 SPECIAL COLLECTIONS 230 OFFICE 228D ARCHIVE 224 INSTRUCTION 2 222 INSTRUCTION 1 226 PRESS ROOM 220 OPEN STUDY 2-A STAIR 200 OFFICE 202 OFFICE 204 STUDY (SM) 206 STUDY (MED) 208 STUDY (SM) 210 STUDY (SM) 212 STUDY (SM)2-B STAIR 214 STUDY (MED) 216 STUDY (MED) 218 STUDY (MED) 218218218218 VAVRVAVRVAVRVAVR 216216216216 VAVRVAVRVAVRVAVR 214214214214 VAVRVAVRVAVRVAVR 220B220B220B220B VAVRVAVRVAVRVAVR 212212212212 VAVRVAVRVAVRVAVR 210210210210 VAVRVAVRVAVRVAVR 208208208208 VAVRVAVRVAVRVAVR 206206206206 VAVRVAVRVAVRVAVR 204204204204 VAVRVAVRVAVRVAVR 202202202202 VAVRVAVRVAVRVAVR 200200200200 VAVRVAVRVAVRVAVR 220C220C220C220C VAVRVAVRVAVRVAVR 220A220A220A220A VAVRVAVRVAVRVAVR 220D220D220D220D VAVRVAVRVAVRVAVR 220E220E220E220E VAVRVAVRVAVRVAVR 222222222222 VAVRVAVRVAVRVAVR 224224224224 VAVRVAVRVAVRVAVR 226226226226 VAVRVAVRVAVRVAVR 228228228228 VAVRVAVRVAVRVAVR 228B228B228B228B VAVRVAVRVAVRVAVR 228A228A228A228A VAVRVAVRVAVRVAVR 232232232232 VAVRVAVRVAVRVAVR 230230230230 VAVRVAVRVAVRVAVR 246246246246 VAVRVAVRVAVRVAVR 248248248248 VAVRVAVRVAVRVAVR 241241241241 VAVRVAVRVAVRVAVR 242242242242 VAVRVAVRVAVRVAVR 240B240B240B240B VAVRVAVRVAVRVAVR 240A240A240A240A VAVRVAVRVAVRVAVR 243243243243 VAVRVAVRVAVRVAVR 234234234234 VAVRVAVRVAVRVAVR 236236236236 VAVRVAVRVAVRVAVR 228C228C228C228C VAVRVAVRVAVRVAVR 238238238238 VAVRVAVRVAVRVAVR 253253253253 VAVRVAVRVAVRVAVR 250B250B250B250B VAVRVAVRVAVRVAVR 250A250A250A250A VAVRVAVRVAVRVAVR 1" HWS/R1" HWS/R1" HWS/R1" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" CHWS/R1" CHWS/R1" CHWS/R1" CHWS/R 7777 8888 7777 7777 1" HWS/R1" HWS/R1" HWS/R1" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 7777 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3" HWR3" HWR3" HWR3" HWR 3" HWS3" HWS3" HWS3" HWS ISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLY VALVE, TYPICALVALVE, TYPICALVALVE, TYPICALVALVE, TYPICAL 9999 1111----1/4" HWS1/4" HWS1/4" HWS1/4" HWS 1111----1/4" HWR1/4" HWR1/4" HWR1/4" HWR 1" HWS1" HWS1" HWS1" HWS1" HWR1" HWR1" HWR1" HWR 2222 FCUFCUFCUFCU 10101010 11111111 10101010 10101010 10101010 10101010 12121212 S H S S S S S S S S S S S S S S S S S S S S S SS S S S S S 241A IT 241 JANITOR'S OFFICE S S S S S S S S S S S 13131313 245A245A245A245A SACSACSACSAC 245B245B245B245B SACSACSACSAC 14141414 14141414 14141414 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area A Mechanical Piping Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MP112aMP112aMP112aMP112a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=^=jb`e^kf`^i=mfmfkd=objlabi=mi^k1111 NOTE #DESCRIPTION 1111 REMOTE MOUNTED HUMIDISTAT FURNISHED WITHREMOTE MOUNTED HUMIDISTAT FURNISHED WITHREMOTE MOUNTED HUMIDISTAT FURNISHED WITHREMOTE MOUNTED HUMIDISTAT FURNISHED WITH HUMIDIFIER H-1. INSTALL PER MANUFACTURER'SHUMIDIFIER H-1. INSTALL PER MANUFACTURER'SHUMIDIFIER H-1. INSTALL PER MANUFACTURER'SHUMIDIFIER H-1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.RECOMMENDATIONS.RECOMMENDATIONS.RECOMMENDATIONS. 2222 RO UNIT, REFERENCE PLUMBING DRAWINGS.RO UNIT, REFERENCE PLUMBING DRAWINGS.RO UNIT, REFERENCE PLUMBING DRAWINGS.RO UNIT, REFERENCE PLUMBING DRAWINGS. 3333 WALL MOUNT HUMIDIFIER PER MANUFACTURER'SWALL MOUNT HUMIDIFIER PER MANUFACTURER'SWALL MOUNT HUMIDIFIER PER MANUFACTURER'SWALL MOUNT HUMIDIFIER PER MANUFACTURER'S RECOMMENDATIONS. FIELD COORDINATE EXACTRECOMMENDATIONS. FIELD COORDINATE EXACTRECOMMENDATIONS. FIELD COORDINATE EXACTRECOMMENDATIONS. FIELD COORDINATE EXACT LOCATION.LOCATION.LOCATION.LOCATION. 4444 FM200 SYSTEM, REFERENCE FIRE PROTECTIONFM200 SYSTEM, REFERENCE FIRE PROTECTIONFM200 SYSTEM, REFERENCE FIRE PROTECTIONFM200 SYSTEM, REFERENCE FIRE PROTECTION DRAWINGS.DRAWINGS.DRAWINGS.DRAWINGS. 6666 REGRIGERANT LINES UP TO LEVEL ABOVE.REGRIGERANT LINES UP TO LEVEL ABOVE.REGRIGERANT LINES UP TO LEVEL ABOVE.REGRIGERANT LINES UP TO LEVEL ABOVE. CONTINUE SIZE AND INSTALL REFRIGERANT LINESCONTINUE SIZE AND INSTALL REFRIGERANT LINESCONTINUE SIZE AND INSTALL REFRIGERANT LINESCONTINUE SIZE AND INSTALL REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS.PER MANUFACTURER'S REQUIREMENTS.PER MANUFACTURER'S REQUIREMENTS.PER MANUFACTURER'S REQUIREMENTS. REFERENCE DRAWING MP113A FORREFERENCE DRAWING MP113A FORREFERENCE DRAWING MP113A FORREFERENCE DRAWING MP113A FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 7777 EXISTING 1-1/4" HWS/R PIPING TO REMAIN AND BEEXISTING 1-1/4" HWS/R PIPING TO REMAIN AND BEEXISTING 1-1/4" HWS/R PIPING TO REMAIN AND BEEXISTING 1-1/4" HWS/R PIPING TO REMAIN AND BE REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R. 8888 1" CHWS/R UP TO LEVEL ABOVE. REFERENCE1" CHWS/R UP TO LEVEL ABOVE. REFERENCE1" CHWS/R UP TO LEVEL ABOVE. REFERENCE1" CHWS/R UP TO LEVEL ABOVE. REFERENCE DRAWING MP113a FOR CONTINUATION.DRAWING MP113a FOR CONTINUATION.DRAWING MP113a FOR CONTINUATION.DRAWING MP113a FOR CONTINUATION. 9999 4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER4" HWS/R PIPING UP FROM LEVEL BELOW. AFTER 3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO3" BRANCH TAKE-OFF CONTINUE 4" HWS/R UP TO LEVEL ABOVE. REFERENCE DRAWINGS MP111aLEVEL ABOVE. REFERENCE DRAWINGS MP111aLEVEL ABOVE. REFERENCE DRAWINGS MP111aLEVEL ABOVE. REFERENCE DRAWINGS MP111a AND MP113a FOR CONTINUATION.AND MP113a FOR CONTINUATION.AND MP113a FOR CONTINUATION.AND MP113a FOR CONTINUATION. 10101010 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 11111111 3-WAY CHILLED WATER CONTROL VALVE AND3-WAY CHILLED WATER CONTROL VALVE AND3-WAY CHILLED WATER CONTROL VALVE AND3-WAY CHILLED WATER CONTROL VALVE AND 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 12121212 TEMPERATURE SENSOR AND HUMIDISTAT TO BETEMPERATURE SENSOR AND HUMIDISTAT TO BETEMPERATURE SENSOR AND HUMIDISTAT TO BETEMPERATURE SENSOR AND HUMIDISTAT TO BE CONNECTED TO DDC SYSTEM FOR MONITORINGCONNECTED TO DDC SYSTEM FOR MONITORINGCONNECTED TO DDC SYSTEM FOR MONITORINGCONNECTED TO DDC SYSTEM FOR MONITORING ONLY.ONLY.ONLY.ONLY. 13131313 TEMPERATURE SENSOR TO BE CONNECTED TOTEMPERATURE SENSOR TO BE CONNECTED TOTEMPERATURE SENSOR TO BE CONNECTED TOTEMPERATURE SENSOR TO BE CONNECTED TO DDC SYSTEM FOR MONITORING ONLY.DDC SYSTEM FOR MONITORING ONLY.DDC SYSTEM FOR MONITORING ONLY.DDC SYSTEM FOR MONITORING ONLY. 14141414 THIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THE STRUCTURE. IT IS THE INTENT THAT NO HYDRONICSTRUCTURE. IT IS THE INTENT THAT NO HYDRONICSTRUCTURE. IT IS THE INTENT THAT NO HYDRONICSTRUCTURE. IT IS THE INTENT THAT NO HYDRONIC PIPING BE INSTALLED IN THIS AREA, NEW ORPIPING BE INSTALLED IN THIS AREA, NEW ORPIPING BE INSTALLED IN THIS AREA, NEW ORPIPING BE INSTALLED IN THIS AREA, NEW OR EXISTING.EXISTING.EXISTING.EXISTING. dbkbo^i=klqbp A.A.A.A.ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED. ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A 2222----WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE NOTED.NOTED.NOTED.NOTED. WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT. B.B.B.B. C.C.C.C. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 256A PREP / STORAGE 256B OFFICE 256C OFFICE 258 CLASSROOM 256 WRITING CENTER OPEN TUTORING 260 CLASSROOM 264 OFFICE 265 OFFICE 266 STUDY 267 STUDY 268 STUDY 269 STUDY 270 OPEN TUTORING CENTER 270G STUDY 270H STUDY 270J STORAGE 272 CLASSROOM 274 CLASSROOM 276 CLASSROOM 278 CLASSROOM 282 MEN'S RESTROOM 284 WOMEN'S RESTROOM 288B OFFICE 288A STUDY 286 ADJUNCT OFFICE 280 TR / COMM. 270C PRE-FUNCTION 270D PRE-FUNCTION 270E PRE-FUNCTION 270B PREP / STORAGE 270A RECEPTION 2-U HALL 2-I ELECTRICAL 254 OPEN TUTORING 2-Q HALL 252A STUDY 252B STUDY 252G PREP / STORAGE 252F STORAGE 252E OFFICE 252D OFFICE 252C STUDY 2-R ELEV 252 STUDY SKILLS 299 STOR 2-P STAIR 288H STORAGE 288G STUDY 288F STUDY 288E STUDY 288D STUDY 288C OFFICE 288 ENGLISH TRANSITION CENTER 256A256A256A256A VAVRVAVRVAVRVAVR 256B256B256B256B VAVRVAVRVAVRVAVR 256C256C256C256C VAVRVAVRVAVRVAVR 258258258258 VAVRVAVRVAVRVAVR 260260260260 VAVRVAVRVAVRVAVR 256256256256 VAVRVAVRVAVRVAVR 264264264264 VAVRVAVRVAVRVAVR 265265265265 VAVRVAVRVAVRVAVR 266266266266 VAVRVAVRVAVRVAVR 267267267267 VAVRVAVRVAVRVAVR 268268268268 VAVRVAVRVAVRVAVR 269269269269 VAVRVAVRVAVRVAVR 2222----WWWW VAVRVAVRVAVRVAVR 270DD270DD270DD270DD VAVRVAVRVAVRVAVR 270CC270CC270CC270CC VAVRVAVRVAVRVAVR 3333----1111 VAVVAVVAVVAV 270BB270BB270BB270BB VAVRVAVRVAVRVAVR 270F270F270F270F VAVRVAVRVAVRVAVR 270AA270AA270AA270AA VAVRVAVRVAVRVAVR 270G270G270G270G VAVRVAVRVAVRVAVR 270H270H270H270H VAVRVAVRVAVRVAVR 270J270J270J270J VAVRVAVRVAVRVAVR 272B272B272B272B VAVRVAVRVAVRVAVR 274274274274 VAVRVAVRVAVRVAVR 276276276276 VAVRVAVRVAVRVAVR 278278278278 VAVRVAVRVAVRVAVR 270D270D270D270D VAVRVAVRVAVRVAVR 270A270A270A270A VAVRVAVRVAVRVAVR 270B270B270B270B VAVRVAVRVAVRVAVR 280A280A280A280A SACSACSACSAC 286286286286 VAVRVAVRVAVRVAVR 288A288A288A288A VAVRVAVRVAVRVAVR 284284284284 VAVRVAVRVAVRVAVR 288B288B288B288B VAVRVAVRVAVRVAVR 288C288C288C288C VAVRVAVRVAVRVAVR 288D288D288D288D VAVRVAVRVAVRVAVR 288E288E288E288E VAVRVAVRVAVRVAVR 288F288F288F288F VAVRVAVRVAVRVAVR 288G288G288G288G VAVRVAVRVAVRVAVR 2222----QQQQ VAVRVAVRVAVRVAVR 288AA288AA288AA288AA VAVRVAVRVAVRVAVR 288BB288BB288BB288BB VAVRVAVRVAVRVAVR 252A252A252A252A VAVRVAVRVAVRVAVR 252B252B252B252B VAVRVAVRVAVRVAVR 252BB252BB252BB252BB VAVRVAVRVAVRVAVR 299299299299 VAVRVAVRVAVRVAVR 252AA252AA252AA252AA VAVRVAVRVAVRVAVR 252D252D252D252D VAVRVAVRVAVRVAVR 252C252C252C252C VAVRVAVRVAVRVAVR 252E252E252E252E VAVRVAVRVAVRVAVR 252G252G252G252G VAVRVAVRVAVRVAVR 254254254254 VAVRVAVRVAVRVAVR 2222----UUUU VAVRVAVRVAVRVAVR 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1111----1/4" HWS1/4" HWS1/4" HWS1/4" HWS1111----1/4" HWS/R1/4" HWS/R1/4" HWS/R1/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS1" HWS1" HWS1" HWS 3/4" HWS3/4" HWS3/4" HWS3/4" HWS 3/4" HWS3/4" HWS3/4" HWS3/4" HWS 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1111----1/4" HWR1/4" HWR1/4" HWR1/4" HWR 1111----1/4" HWR1/4" HWR1/4" HWR1/4" HWR 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1111----1/4" HWS1/4" HWS1/4" HWS1/4" HWS 1111 1111 1111 1111 S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSS S S S S S 280B280B280B280B SACSACSACSAC 2222 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 02 Area B Mechanical Piping Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MP112bMP112bMP112bMP112b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=_=jb`e^kf`^i=mfmfkd=objlabi=mi^k1111 NOTE # DESCRIPTION 1111 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 2222 TEMPERATURE SENSOR TO BE CONNECTED TOTEMPERATURE SENSOR TO BE CONNECTED TOTEMPERATURE SENSOR TO BE CONNECTED TOTEMPERATURE SENSOR TO BE CONNECTED TO DDC SYSTEM FOR MONITORING ONLY.DDC SYSTEM FOR MONITORING ONLY.DDC SYSTEM FOR MONITORING ONLY.DDC SYSTEM FOR MONITORING ONLY. dbkbo^i=klqbp A.A.A.A.ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT ALL HWS AND HWR RUNOUTS TO VAV REHEAT COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED.COILS TO BE 3/4" UNLESS OTHERWISE NOTED. ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A ALL VAVR REHEAT COILS SHALL BE SERVED BY A 2222----WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE WAY CONTROL VALVE UNLESS OTHERWISE NOTED.NOTED.NOTED.NOTED. WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR WHERE UNISTRUTS ARE NOT LOCATED NOR ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL ACCESSIBLE IN THE BOTTOM OF STRUCTURAL CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS CONCRETE WEBS, ALL ANCHORS AND SUPPORTS SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE SHALL BE CONNECTED TO THE SIDES OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEBS. DO NOT ATTACH TO THE BOTTOM OF THE WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT.WEB IF THERE IS NO EXISTING UNISTRUT. B.B.B.B. C.C.C.C. 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 DXFCUDXFCUDXFCUDXFCU 1111 (CONDENSING(CONDENSING(CONDENSING(CONDENSING UNIT ON ROOF)UNIT ON ROOF)UNIT ON ROOF)UNIT ON ROOF) 342 ( QUIET ) OPEN STUDY 340 STUDY (SM) 338 STUDY (SM) 336 STUDY (SM) 334 STUDY (SM) 332 STUDY (SM) 330 STUDY (SM) 324B ELECTRICAL 324A MAC EQUIP 322 OFFICE 320 STUDY (SM) 324 MAC LAB 326 STUDY (LG) 328 STUDY (LG) 342 ( QUIET ) OPEN STUDY 3-F STAIR 3-G ELEV 344 FAMILY STUDY 344C KIDS PLAY 344B RESTROOM 344A MOTHERS ROOM 350 TEST RM 348 TEST RM 346 TEST RM 352 STORAGE 364 ELEC 356 TEST RM 358 TEST RM 360 TEST RM 362 OPEN STUDY 370 TEST RM 372 TEST RM 374 TEST RM 368 MENS 366 WOMENS 376 Janitors Closet 224f Room 3-B STAIR 1 383 OPEN STUDY 318 STUDY (SM) 316 STUDY (SM) 314 STUDY (SM) 312 OFFICE 310 OFFICE 224g Room 224h Room 3-C STAIRS 308 ELECTRICAL 306 STORAGE 304 STUDY (MED)302 STUDY (MED) - Bridge Connection 3-A BRIDGE CONNECTION 342A342A342A342A VAVRVAVRVAVRVAVR 342D342D342D342D VAVRVAVRVAVRVAVR 344344344344 VAVRVAVRVAVRVAVR 344A344A344A344A VAVRVAVRVAVRVAVR 344C344C344C344C VAVRVAVRVAVRVAVR 352352352352 VAVRVAVRVAVRVAVR 346346346346 VAVRVAVRVAVRVAVR 362362362362 VAVRVAVRVAVRVAVR 360360360360 VAVRVAVRVAVRVAVR 342E342E342E342E VAVRVAVRVAVRVAVR 342B342B342B342B VAVRVAVRVAVRVAVR 338338338338 VAVRVAVRVAVRVAVR 340340340340 VAVRVAVRVAVRVAVR 336336336336 VAVRVAVRVAVRVAVR 334334334334 VAVRVAVRVAVRVAVR 332332332332 VAVRVAVRVAVRVAVR 330330330330 VAVRVAVRVAVRVAVR 342C342C342C342C VAVRVAVRVAVRVAVR 342F342F342F342F VAVRVAVRVAVRVAVR 324AA324AA324AA324AA VAVRVAVRVAVRVAVR 324BB324BB324BB324BB VAVRVAVRVAVRVAVR 326326326326 VAVRVAVRVAVRVAVR 328328328328 VAVRVAVRVAVRVAVR 378378378378 VAVRVAVRVAVRVAVR 374374374374 VAVRVAVRVAVRVAVR 368368368368 VAVRVAVRVAVRVAVR 366366366366 VAVRVAVRVAVRVAVR 300A300A300A300A VAVRVAVRVAVRVAVR 300C300C300C300C VAVRVAVRVAVRVAVR 320320320320 VAVRVAVRVAVRVAVR 322322322322 VAVRVAVRVAVRVAVR 324B324B324B324B VAVRVAVRVAVRVAVR 318318318318 VAVRVAVRVAVRVAVR 316316316316 VAVRVAVRVAVRVAVR 314314314314 VAVRVAVRVAVRVAVR 312312312312 VAVRVAVRVAVRVAVR 310310310310 VAVRVAVRVAVRVAVR 300B300B300B300B VAVRVAVRVAVRVAVR 300D300D300D300D VAVRVAVRVAVRVAVR 3333----AAAA VAVRVAVRVAVRVAVR 304304304304 VAVRVAVRVAVRVAVR 306306306306 VAVRVAVRVAVRVAVR 302302302302 VAVRVAVRVAVRVAVR 2222 3333 4" HWR4" HWR4" HWR4" HWR 4" HWS4" HWS4" HWS4" HWS ISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLY VALVE, TYPICALVALVE, TYPICALVALVE, TYPICALVALVE, TYPICAL 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 1" CHWS/R1" CHWS/R1" CHWS/R1" CHWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS1" HWS1" HWS1" HWS 3333 FCUFCUFCUFCU 4444 S SSS S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 5555 5555 5555 5555 5555 5555 55555555 5555 5555 1111----1/2"1/2"1/2"1/2" 3"3"3"3" 6666 1" HWS/R1" HWS/R1" HWS/R1" HWS/R 5555 6666 6666 6666 4" HWR4" HWR4" HWR4" HWR 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Level 03 Area A Mechanical Piping Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:MP113aMP113aMP113aMP113a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=P=^ob^=^=jb`e^kf`^i=mfmfkd=objlabi=mi^k1111 NOTE # DESCRIPTION 1111 REFRIGERANT LINES UP FROM LEVEL BELOW.REFRIGERANT LINES UP FROM LEVEL BELOW.REFRIGERANT LINES UP FROM LEVEL BELOW.REFRIGERANT LINES UP FROM LEVEL BELOW. CONTINUE UP WALL AND THROUGH ROOF TOCONTINUE UP WALL AND THROUGH ROOF TOCONTINUE UP WALL AND THROUGH ROOF TOCONTINUE UP WALL AND THROUGH ROOF TO DXFCU-1 CONDENSING UNIT ON ROOF ABOVE.DXFCU-1 CONDENSING UNIT ON ROOF ABOVE.DXFCU-1 CONDENSING UNIT ON ROOF ABOVE.DXFCU-1 CONDENSING UNIT ON ROOF ABOVE. SIZE AND INSTALL REFRIGERANT LINES PERSIZE AND INSTALL REFRIGERANT LINES PERSIZE AND INSTALL REFRIGERANT LINES PERSIZE AND INSTALL REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS. SEEMANUFACTURER'S REQUIREMENTS. SEEMANUFACTURER'S REQUIREMENTS. SEEMANUFACTURER'S REQUIREMENTS. SEE DRAWINGS MP112a AND MH104a FORDRAWINGS MP112a AND MH104a FORDRAWINGS MP112a AND MH104a FORDRAWINGS MP112a AND MH104a FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 2222 1" CHWS/R UP FROM LEVEL BELOW. REFERENCE1" CHWS/R UP FROM LEVEL BELOW. REFERENCE1" CHWS/R UP FROM LEVEL BELOW. REFERENCE1" CHWS/R UP FROM LEVEL BELOW. REFERENCE DRAWING MP112a FOR CONTINUATION.DRAWING MP112a FOR CONTINUATION.DRAWING MP112a FOR CONTINUATION.DRAWING MP112a FOR CONTINUATION. 3333 4" HWS/R PIPING UP FROM LEVEL BELOW.4" HWS/R PIPING UP FROM LEVEL BELOW.4" HWS/R PIPING UP FROM LEVEL BELOW.4" HWS/R PIPING UP FROM LEVEL BELOW. REFERENCE DRAWING MP112a FORREFERENCE DRAWING MP112a FORREFERENCE DRAWING MP112a FORREFERENCE DRAWING MP112a FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 4444 3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE.3-WAY HEATING WATER CONTROL VALVE. 5555 THIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THETHIS AREA HAS NO CEILING AND IS OPEN TO THE STRUCTURE. IT IS THE INTENT THAT NO HYDRONICSTRUCTURE. IT IS THE INTENT THAT NO HYDRONICSTRUCTURE. IT IS THE INTENT THAT NO HYDRONICSTRUCTURE. IT IS THE INTENT THAT NO HYDRONIC PIPING BE INSTALLED IN THIS AREA, NEW ORPIPING BE INSTALLED IN THIS AREA, NEW ORPIPING BE INSTALLED IN THIS AREA, NEW ORPIPING BE INSTALLED IN THIS AREA, NEW OR EXISTING.EXISTING.EXISTING.EXISTING. 6666 RELOCATE EXISTING MAIN HEATING WATER PIPINGRELOCATE EXISTING MAIN HEATING WATER PIPINGRELOCATE EXISTING MAIN HEATING WATER PIPINGRELOCATE EXISTING MAIN HEATING WATER PIPING AS REQUIRED TO KEEP PIPING OUT OF OPENAS REQUIRED TO KEEP PIPING OUT OF OPENAS REQUIRED TO KEEP PIPING OUT OF OPENAS REQUIRED TO KEEP PIPING OUT OF OPEN CEILING AREA.CEILING AREA.CEILING AREA.CEILING AREA. 1111 GGGG JJJJ EEEE CCCC 2222 3333 FCPFCPFCPFCP 1111 1111----1/2" CHWR1/2" CHWR1/2" CHWR1/2" CHWR 1111----1/2" CHWS1/2" CHWS1/2" CHWS1/2" CHWS 2222----1/2" CHWS1/2" CHWS1/2" CHWS1/2" CHWS 1111 2222 2222 6" HWR6" HWR6" HWR6" HWR 6" HWS6" HWS6" HWS6" HWS 4" HWR4" HWR4" HWR4" HWR 4" HWS4" HWS4" HWS4" HWS ISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLYISOLATION BUTTERFLY VALVE, TYPICALVALVE, TYPICALVALVE, TYPICALVALVE, TYPICAL VFDVFDVFDVFD 8888 VFDVFDVFDVFD 7777 VFDVFDVFDVFD 9999 VFDVFDVFDVFD 10101010 HWPHWPHWPHWP 10101010 HWPHWPHWPHWP 9999 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Enlarged Level 00 Area A Mechanical Room Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set ao^tfkd=klqbp 00002.52.52.52.55555 5555 10101010 SCALE:SCALE:SCALE:SCALE:MP401MP401MP401MP401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" bki^odba=ibsbi=MM=^ob^=^=jb`e^kf`^i=ollj=objlabi=mi^k1111 NOTE #DESCRIPTION 1111 4" HWS/R PIPING UP TO LEVEL ABOVE.4" HWS/R PIPING UP TO LEVEL ABOVE.4" HWS/R PIPING UP TO LEVEL ABOVE.4" HWS/R PIPING UP TO LEVEL ABOVE. REFERENCE DRAWING MP111a FORREFERENCE DRAWING MP111a FORREFERENCE DRAWING MP111a FORREFERENCE DRAWING MP111a FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 2222 EXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BEEXISTING 2-1/2" HWS/R PIPING TO REMAIN AND BE REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R.REPURPOSED AS CHWS/R. KEY PLAN A B L S obcofdbo^kq=mfmfkd=ibdbka clo=p`r=lk=ollc INSULATE FULL LENGTH THE CONTRACTOR ALONG WITH HIS EQUIPMENT SUPPLIER SHALL SUBMIT COMPLETE REFRIGERATION PIPING SHOP DRAWING SHOWING SIZES, TRAPS, PITCHES, VALVES, FILTER/DRYER, SEPARATORS, SITE GLASSES, PIPE LENGTHS AND ELEVATIONS, ETC. THE DRAWING SHALL BE BASED ON ACTUAL BUILDING CONDITIONS. TRAP AS REQUIRED TO ACCOMODATE NOTE: MOISTURE INDICATING SIGHT GLASS LIQUID LINE SUCTION LINE DIRECTION OF SLOPE DOWN FLEXIBLE CONNECTION EXPANSION VALVE REFRIGERANT SHUT-OFF VALVE DESCRIPTIONSYMBOL EVAP. COIL SIGHT GLASS EXTERNAL EQUALIZER THERMAL EXPANSION VALVE DISTRIBUTOR, TYPICAL FACTORY FABRICATED TRAP, ONE PIECE (IF REQUIRED) S SHUT-OFF, TYPICAL LSEE DETAIL 3/M5.2 FILTER DRYER BELOW HORIZONTAL THERMAL BULB @ 45° F THERMAL BULB, LOCATE AS CLOSE TO COIL AS POSSIBLE UNIT CURB FLEXIBLE CONNECTOR, TYPICAL SIGHT GLASS, TYPICAL LIQUID CHARGING VALVE CONDENSING UNIT PIPE PENETRATION CURB SEE DETAIL 2/M5.2 TYPICAL 45° ALL SUPPORT MEMBERS, BOLTS, NUTS, REDWOOD PAD. SIZE PAD TO NOT VOID BOLT SUPPORT TO TREATED WOOD OR 6" MIN.PLATES ETC. TO BE GALVANIZED. PIPING, CENTER ON SUPPORT SUPPORT ADDITIONAL LENGTH AS REQUIRED TO INSULATION, USE 20 GA. GALV. LINES AT EACH SUPPORT, ON INSULATION ON ALL SUCTION POST. SLEEVE x 6" LONG. THE OUTSIDE OF THE VARIES WITH UNISTRUT UNICUSHION FROM HANGER AND CLAMP LIQUID PIPING ISOLATE PIPING 1 5/8" DOUBLE CHANNEL NOTE: SHEET METAL COVER 18 GAUGE GALVANIZED ROOF ROOF WARRANTY. UNISTRUT CHANNEL 1-5/8" P-1000 SUCTION LINE LIQUID LINE PIPE CLAMP OR EQUAL (TYPICAL) TO SUPPORTS WITH "UNISTRUT" SECURE REFRIGERANT PIPING INSULATION 1/2" THICK 6" LONG (TYP.) LINES STEEL JOIST CONNECT TO "UNISTRUT" CHANNEL HANGER ROD EXTEND FOR ADDITIONAL STEEL JOIST HANGER SPACE. 20 GAUGE GALV. SLEEVE INSULATION ON SUCTION WITH CHANNEL CLAMP (TYP.) SECURE PIPING TO SUPPORT CUSHION (TYP.) THERMOPLASTIC ELASTOMER FROM HANGER AND CLAMP WITH TYPICAL REFRIGERANT PIPE LIQUID PIPING. ISOLATE PIPING EXPANSION BOLT INSULATION ROOF DECK, SEE ARCHITECTURAL FLAT LOCK SOLDERED 1-1/2" WOOD SCREWS W/ NEOPRENE WASHERS 2"x12" REDWOOD FRAME. NAIL TOGETHER WITH 2"x2" ANGLE IRON ANCHOR TO ROOF WITH 16d NAILS SEAMS (TYPICAL) 24 GA. GALVANIZED METAL COUNTERFLASH METAL 24 GA. GALVANIZED FLAT LOCK SOLDERED ROOFING, SEE ARCH. PLANS SEAMS (TYPICAL) 8" MIN. SEAL ALL AROUND PENETRATION NOTE:COORDINATE WITH ROOF MANUFACTURER'S WARRANTY. COMPLY WITH WARRANTY REQUIREMENTS. 2" WOOD TREATED SEAL WEATHER TIGHT MIN. 12" 2" TREATED WOOD 3/4" TREATED PLYWOOD COVER MEMBRANE OR CURB PENETRATE ROOF ALL BOLTS THAT PROVIDE GASKETS ON CONDENSING UNIT COVER/COUNTERFLASHING TO CURB CONDENSING UNIT SECURELY ANCHOR 18 GA. GALV. CURB CANT STRIP ALL AROUND 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Piping Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501 obcofdbo^kq=mfmfkd=p`ebj^qf`1111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501 obcofdbo^kq=mfmb=prmmloq=abq^fi2222 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501 obcofdbo^kq=mfmb=sboqf`^i=prmmloq=abq^fi3333 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501 prpmbkaba=obcofdbo^kq=mfmb=prmmloq=^q=qorpp=abq^fi4444 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501 mfmfkd=ollc=mbkbqo^qflk=abq^fi5555 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501 `lkabkpfkd=rkfq=jlrkqfkd=abq^fi6666 WALL, CEILING STRUCTURAL OF THE DIMENSION TABULATED FOR THE LARGER PIPE, PLUS ONE-HALF OF THE DIMENSION TABULATED FOR THE SMALLER PIPE, TO DETERMINE THE MINIMUM NOTES: OR OTHER MEMBER 3 1/2" 4 1/2" DIMENSION MINIMUM CENTERLINE SPACING 5 1/2" 6 1/2" 2"-2 1/2" 6" 8" 3"-3 1/2" 5" 4" PIPE SIZE 1"-1 1/4"-1 1/2" 1/2"-3/4" NOMINAL 8}" 9" 10" 8" 7 1/2" 16" 14" 13" 12" 11" DIMENSION 5" 7" 6" A DIMENSION 6" 8" 10" B INSULATED PIPE A B C C 5" 8" 7 1/2" 6" 5" 11" 9" 7" 6" DIMENSION 4" C D 3" 4" OR OTHER MEMBER STRUCTURAL WALL, CEILING BARE PIPE E D 1. DIM "C": WHERE PIPES OF DIFFERENT SIZE ARE RUN PARALLEL, USE ONE-HALF CENTER LINE SPACING BETWEEN ADJACENT RUNS. 2. TABLE APPLIES ONLY TO PIPING RUNS WHICH ARE NOT DIMENSIONED ON THE PIPING PLANS. ~~ ~ SPLIT RING ROD SIZE HANGERS SIZES AND SPACING ARE FOR SINGLE PIPES. HANGER ROD LOADING FOR TRAPEZE HANGERS SHALL NOT EXCEED THE TOTAL LOADING INDICATED. IF SMALLER ROD SIZE IS USED, DECREASE MAXIMUN SPACING SO THAT TOTAL LOADING IS NOT EXCEEDED. SUPPORT FROM STRUCTURE PANEL POINTS. UP TO 2000 LBS. USE 1" AND SMALLER MAX. SPACING NOTE: 5" - 8" 2-1/2" - 4" 1-1/4" - 2" PIPE SIZE 12 16 8 10 TRAPEZE HANGER PIPE LOAD 2.5/20 50/800 20/240 6/60 WEIGHT/FT. TOTAL P-1001. DOUBLE NUT HANGER "UNISTRUT" 1-5/8" UP TO 700 LBS. USE P-1000, FOR LOADING CHANNEL-FOR LOADING ROD. TYPICAL 3/8" 5/8" 7/8" 3/8" CALSIUM SILICATE THERMAL INSULATION INSERT 360 DEG. COVERAGE/ENCASEMENT WITH GALVANIZED PROTECTION SHIELD, 360 DEG. COVERAGE/ ENCASEMENT PIPE INSULATION CLEVIS HANGER INSERTS OR BEAM / TRUSS CONNECTION CINCH ANCHORS WELDED STEEL WALL BRACKET ANGLE ROD ADJUSTABLE PIPE STAND THRU-BOLT EYE BOLTS TURNBUCKLE U-BOLT WALL BRACKET U-BOLTS STEEL OFFSET CI N C H A N C H O R S EYE BOLT PIPE CLAMP ROD TURNBUCKLE I-BEAM STEEL PLATE BLOCK WALL CLAMPS ANGLE U-BOLTS ROD SPLIT RING CLEVIS HANGER INSERTS OR BEAM / TRUSS CONNECTION C-CLAMP LOCK NUT TYP. STEEL CLEAVIS FIVE PIPE DIAMETERS MINIMUM FIVE PIPE DIAMETERS MINIMUM FLOW VENTURI OR BALANCING DEVICE VALVE OR OTHER FITTING DIRECTION OF FLOW DIRECTION OF FLOW FITTING VALVE OR OTHER TWO PIPE DIAMETERS MINIMUM FS REDUCER (TYPICAL) UNION (TYPICAL) MAIN OR BRANCH LINE BALL VALVE AIR CHNAMER 1-1/4" x 12" LONG HIGH POINT 3/8" WALLS, USE ASG ACOUSTICAL SEALANT. FOR PENETRATIONS THROUGH SOUND NOTE: STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE PIPING EXPOSED TO VIEWCONCEALED PIPING TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER PIPE AND INSULATION TO BE CENTERED IN SLEEVE-DO NOT SUPPORT PIPE FROM SLEEVE INTERIOR WALLS HWR MANUAL AIR VENT HWS SHUT-OFF BALL VALVE (TYP.) AIR FLOW PROVIDE 1/2" BALL VALVE FOR EACH VENT HEADER COPPER TEE W/ THREADED INSERT & P/T PLUG. 1/2" BALL VALVE W/ HOSE END & CAP 2-WAY MODULATING CONTROL VALVE W/ UNION ENDS COPPER PIPE COPPER PIPE NOTES: 1. INSTALL VALVES AS CLOSE TO COIL AS POSSIBLE. MIN. 5 PIPE DIAMETERS REDUCER W/ MEMORY STOP & INDICATOR, P AT RATED FLOW VENTURI FOR 20" TO 50" W.G. WILL NOT BE ACCEPTED). SELECT (REFRIGERATION FLARE CONNS. VENTURI W/ SCHRADER VALVES FLOWSET ACCUSETTER VALVE THREADED TO SWEAT CONN. SWEAT CONN. THREADED TO & P/T PLUG. THREADED INSERT COPPER TEE W/ 2. VALVE SHALL BE INSTALLED WITHIN 2'-0" OF VALVE .B A B A VALVE W/ UNION ENDS MIN. 5 PIPE DIAMETERS 3-WAY MODULATING CONTROL A SHUT-OFF BALL VALVE (TYP.) VALVES (REFRIGERATION FLARE BALANCING VALVE W/ SCHRADER W/ MEMORY STOP & INDICATOR, CIRCUIT BALANCE VALVE CONNS. WILL NOT BE ACCEPTED). W/ HOSE END & CAP 2. VALVES & SHALL BE INSTALLED WITHIN 2'-0" OF VALVE 1. INSTALL VALVES AS CLOSE TO COIL AS POSSIBLE. THREADED TO SWEAT NOTES: CB CONNECTION FLOW AIR C 1/2" BALL VALVE THREADED INSERT & P/T PLUG. BALL VALVE W/ MEMORY STOP & COPPER TEE W/ INDICATOR B VENT HEADER MANUAL AIR VENT VALVE FOR EACH PROVIDE 1/2" BALL INSERT AND P/T PLUG COPPER TEE WITH THREADED THREADED TO SWEAT CONNECTION N.O. N. C . C NOTES: HWS REDUCER HWR A 1. 2. VALVE PORTING IS DIAGRAMTIC. FIELD VERIFY ACTUAL PORTING OF TO BE INSTALLED VALVE(S) PRIOR TO INSTALLATION INSURING PROPER FLOW PATTERN. TYPICAL FOR VAVR HW COILS WHERE INDICATED ON DRAWINGS. ANCHOR INTO WALL (3/8" DIA. x3") UNISTRUT PIPE CLAMP PIPE INSULATION UNISTRUT CHANNEL WALL HIGH DENSITY CALCIUM SILICATE INSULATION INSERT 360 DEG. COVERAGE / ENCASEMENT GALVANIZED PROTECTION SHIELD. 360 DEG. COVERAGE/ENCASEMENT 16 GAGE MINIMUM (TYP.) CONCRETE SLAB CHANNEL GALVANIZED 1-5/8" x 1-5/8" UNISTRUT UNISTRUT PIPE CLAMP BOLTS, 3" LONG. 2-3/8" DIA. EXPANSION 3/8" x 4" x 8" PLATE WITH 3" x 3" x 3/16" ANGLE 1/4 ADJUSTMENT OF TENSION DOUBLE NUT TO ALLOW PIPING 1/4 PIPING HIGH DENSITY CALSIUM SILICATE INSULATION INSERT, 360 DEG. COVERAGE/ENCASEMENT (TYPICAL). GALVANIZED PROTECTION SHIELD 360 DEG. COVERAGE/ENCASEMENT (TYPICAL) GALVANIZED (GALVANIZED) GALVANIZED GALVANIZED EXTERIOR PIPE INSULATION WITH EMBOSED ALUMINUM JACKET OVERALL SIZE AS REQUIRED BY EQUIPMENT. 12"x12" MIN. USE SPECIAL BASES WHERE CALLED2. FOR. PLASTER AFTER STRIPPING FORM NOTES: 1. CHAMFER AROUND 4000 PSI CONCRETE INTO FLOOR SLAB DOWEL INTO FLOOR WITH 1/2" ALL-THREAD 12" O.C. ANCHOR BOLTS THRU PAD #3 RE-BAR 6" O.C. TIE TO REBAR BOTH WAYS 4" MIN. (6" FOR AIR HANDLING UNITS) DIVISION 26 REFERENCE FA SPEED 120V POWER SWITCH JUNCTION MOTOR FAN BOX THERMOSTAT MOUNTED MOUNTED UNIT UNITT RETURN AIR SUPPLY AIR AIR FLOW CH W R CH W S HW R HW S COIL CONDENSATE TO DRAIN DRAIN PAN UNION (TYPICAL)AIR VENT VALVE (TYPICAL) 3-WAY CONTROL VALVE (TYPICAL) CIRCUIT BALANCING VALVE WITH BALL VALVE SHUT-OFF (TYPICAL) CIRCUIT BALANCING VALVE (TYPICAL) Y-STRAINER (TYPICAL) SHUT-OFF BALL VALVE (TYPICAL) REFERENCE DRAWINGS FOR REQUIRED PIPE SIZES. REFERENCE DRAWINGS FOR REQUIRED LEFT OR RIGHT HAND PIPING CONNECTION. GLASS WASHER WITH NUT ON 1/2" ALL-THREAD ROD SET INTO INSERT IN FLOOR. 3/4" SLEEVE THRU BASE, FIBER- TOP TO RESTRAIN MOVEMENT GUARD REDUCER GROOVED JOINT BALANCE VALVE BUTTERFLY VALVE CHECK VALVE COUPLINGS VALVE (TYP.) SUCTION DIFFUSER WITH INTERNAL STRAINER DRAIN (3/4" MIN.) DRAIN LINE TO FLOOR ADJUSTABLE SUPPORT 6" SPOOL PIECE DRAIN VALVE 1/2" TYP. PRESSURE GAUGE BAR STOCK NEEDLE CONCRETE HOUSEKEEPING PAD SEE DETAIL 5/MP504 FOR REINFORCEMENTS. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 Mechanical Piping Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 mfmb=`ib^o^k`b=a^q^=abq^fi1111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 mfmb=e^kdbo=abq^fi2222 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 qvmf`^i=mfmb=prmmloqp=abq^fi3333 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 _^i^k`b=L=cilt=absf`b=fkpq^ii^qflk=abq^fi4444 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 j^kr^i=^fo=sbkq=abq^fi5555 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 mfmb=mbkbqo^qflk=abq^fi6666 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 OJt^v=s^s=eb^qfkd=`lfi=mfmfkd=abq^fi7777 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 PJt^v=s^s=eb^qfkd=`lfi=mfmfkd=abq^fi8888 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 t^ii=jlrkq=mfmb=prmmloq=abq^fi9999 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 buqboflo=mfmb=prmmloq=abq^fi10101010 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 `lk`obqb=_^pb=L=elrpbhbbmfkd=m^a=abq^fi11111111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 eb^qfkd=^ka=`llifkd=c^k=`lfi=rkfq=PJt^v=mfmfkd=abq^fi13131313 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP502MP502MP502MP502 mrjm=^ka=_^pb=abq^fi12121212 DP DP S S S S V VD V VD (E)8" (E)8" CHWR (E)8" CHWS (E)8" CHWR (E)8" (E)3/4" (E)8" CHWS (E)8"(E)8" CHWR (E)8" CHWS(E)8" (E)8" (E)6" (E)8" CHWR (E)8" CHWS (E)DCV-1 (E)MCV-1 (E)1" (E)3/4" (E)SUCTION DIFFUSER (E)CHW GLYCOL MAKEUP UNIT (E)CHWP-8 (E)CHWP-7 (E)BUTTERFLY VALVE (TYP) (E)R-8 ROLAIRTROL (E)DRAIN TO GMU (E)6" CHWS/R TO SECONDARY SYSTEM SERVING THE EAST WING BUILDING. (E)8" CHWS/R TO ICE BANK STORAGE TANKS. SEE ICE BANK PIPING FLOW DIAGRAM ABOVE FOR CONTINUATION. (E)TRIPLE DUTY VALVE (TYP) (E)PACKAGED CHILLER (E)REDUCED PRESSURE BACKFLOW PREVENTER (E)COMBINATION PRESSURE REGULATOR AND REDUCING VALVE (E)SIGHT GLASS (E)24 GALLON EXPANSION TANK WITH ATF-12 TANK FITTING MOUNTED ON STAND (E)B&G DT-2 DRAIN-AIR CHARGER VALVE (E)DRAIN TO GMU (E)VENT TO GMU (E)BYPASS VALVE GMU CONTROL PANEL (E)6" (E)6" (E)6" (E)6" (E)SECONDARY BYPASS VALVE (E)FLEX CONNECTION (TYP) (E)CONCRETE HOUSEKEEPING PAD (TYP) (E)SUCTION DIFFUSER (E)6" CHWS/R TO SECONDARY SYSTEM SERVING THE ADJACENT WEST WING AIR HANDLING UNIT. (LAYOUT SIMILAR TO EAST WING AHU) (E)CHWP-5(E)CHWP-6 (E)2-1/2" CHWR (E)2-1/2" CHWS (E)PRESSURE GAUGE (TYP) FCP 1 1-1/2" CHWS 1-1/2" CHWR TERMINATE WITH HOSE CONNECTION 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 CHILLED WATER SYSTEM FLOW DIAGRAM 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP601MP601MP601MP601 ^ob^=?^?=`efiiba=t^qbo=pvpqbj=cilt=af^do^j1111 DPDP (E) HWS (E) HWR (E) HWR S V V V PS PS S (E) 3/4" CW LINE (E)3/4" (E)1" (E)1" (E)1" FROM PRV ASSEMBLY SRV. (E) HEATING COIL (E) 3" (E) 2-1/2" (E) 2-1/2" (E)3/4" (E) HEATING COIL (E) 3" (E) 2-1/2" (E) 2-1/2" (E)3/4" (E) HEATING COIL (E) 3" (E) 2-1/2" (E) 2-1/2" (E)3/4" (E) 3"(E) 6" (E) GLYCOL MAKEUP UNIT (E) 6" (E) 6" FRAME HEATING WATER (E) PACKAGED PLATE & HEAT EXCHANGER SYSTEM (E)3/4" (E) UP IN CHASE TO REHEAT COILS (E) 6"(E) 6"(E) 6"(E) 6" (E) 6" (E) 6" (E) 4" (E)3/4" (E)3/4" (E) 4" (E)2-1/2" (E) 4"(E) 4" RETURN UNIT (E) CONDENSATE (E) FLASH TANK (E) VENT UP IN CHASE (E) 4" (E) 4" (E) 6" (E) 1" (E) 3" (E) 1-1/2" (E) 3" (E) 2" (E) 2" (E) PRESSURE SENSOR, 0-150 PSI (E) 1-1/2" (E) PRESSURE SENSOR, 0-40 PSI WATER PLATE & FRAME (E) PACKAGED DOMESTIC HEAT EXCHANGER SYSTEM (E) 6" (E) 6" (E) AIR PURGER IN-LINE CIRC. PUMP (E) ICP-5 (E)REDUCED PRESSURE BACKFLOW PREVENTER (E)COMBINATION PRESSURE REGULATOR AND REDUCING VALVE (E)3/4" (E)SIGHT GLASS (E)24 GALLON EXPANSION TANK WITH ATF-12 TANK FITTING MOUNTED ON STAND (E)B&G DT-2 DRAIN-AIR CHARGER VALVE (E)DRAIN TO GMU (E)VENT TO GMU (E)BYPASS VALVE (E)1" DHWR PUMP VAV REHEAT BCV-1 HWP 10 COIL PUMP AHU HWHWP 9 1111 2222 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 STEAM TO HEATING WATER FLOW DIAGRAM 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP602MP602MP602MP602 ^ob^=?^?=pqb^j=ql=eb^qfkd=t^qbo=cilt=af^do^j1111 ao^tfkd=klqbp NOTE #DESCRIPTION 1111 REPLACE EXISTING PNEUMATIC 3-WAY CONTROLREPLACE EXISTING PNEUMATIC 3-WAY CONTROLREPLACE EXISTING PNEUMATIC 3-WAY CONTROLREPLACE EXISTING PNEUMATIC 3-WAY CONTROL VALVE WITH NEW 3-WAY VALVE AS SCHEDULED.VALVE WITH NEW 3-WAY VALVE AS SCHEDULED.VALVE WITH NEW 3-WAY VALVE AS SCHEDULED.VALVE WITH NEW 3-WAY VALVE AS SCHEDULED. REWORK PIPING AS REQUIRED TO ACCOMMODATEREWORK PIPING AS REQUIRED TO ACCOMMODATEREWORK PIPING AS REQUIRED TO ACCOMMODATEREWORK PIPING AS REQUIRED TO ACCOMMODATE THE NEW VALVE.THE NEW VALVE.THE NEW VALVE.THE NEW VALVE. 2222 PROVIDE NEW THERMOWELL FOR INSTALLATION OFPROVIDE NEW THERMOWELL FOR INSTALLATION OFPROVIDE NEW THERMOWELL FOR INSTALLATION OFPROVIDE NEW THERMOWELL FOR INSTALLATION OF NEW TEMPERATURE SENSOR FURNISHED BY THENEW TEMPERATURE SENSOR FURNISHED BY THENEW TEMPERATURE SENSOR FURNISHED BY THENEW TEMPERATURE SENSOR FURNISHED BY THE CONTROLS CONTRACTOR. COORDINATE WITH THECONTROLS CONTRACTOR. COORDINATE WITH THECONTROLS CONTRACTOR. COORDINATE WITH THECONTROLS CONTRACTOR. COORDINATE WITH THE CONTROLS CONTRACTOR IN THE INSTALLATION OFCONTROLS CONTRACTOR IN THE INSTALLATION OFCONTROLS CONTRACTOR IN THE INSTALLATION OFCONTROLS CONTRACTOR IN THE INSTALLATION OF THE NEW TEMPERATURE SENSOR.THE NEW TEMPERATURE SENSOR.THE NEW TEMPERATURE SENSOR.THE NEW TEMPERATURE SENSOR. mirj_fkd=cfuqrob=p`ebarib SYMBOL DESCRIPTION COLD HOT TEPID TRAP WASTE VENT REMARKS P-1 LAVATORY TO REMAIN, PROVIDE NEW FAUCET, CHROME PLATED BRASS, 0.5 GPM FLOW RATE 1/2" 1/2" - 1-1/2" 2" 2" - P-1A LAVATORY - COUNTER MOUNT, ADA COMPLIANT 1/2" 1/2" - 1-1/2" 2" 2" - P-2 WATER CLOSET TO REMAIN, PROVIDE NEW FLUSH VALVE 1" - - INT 3" 2" - P-2A WATER CLOSET - FLOOR MOUNTED, FLUSH VALVE 1" - - INT 3" 2" - P-3 URINAL TO REMAIN, PROVIDE NEW FLUSH VALVE 3/4" - - INT 3" 2" - P-4 WORK SINK - COUNTER MOUNTED, SINGLE 1/2" 1/2" - 1-1/2" 2" 2" - P-4A WORK SINK - COUNTER MOUNTED, DOUBLE COMPARTMENT 1/2" 1/2" - 1-1/2" 2" 2" - P-5 SERVICE SINK TO REMAIN, PROVIDE NEW FAUCET 3/4" 3/4" - 3" 3" 2" - P-5A SERVICE SINK - FLOOR MOUNTED 3/4" 3/4" - 3" 3" 2" - P-6 ELECTRIC WATER COOLER: BI-LEVEL, WITH BOTTLE FILLER, ADA COMPLIANT 1/2" - - 1-1/4" 2" 2" - P-6A ELECTRIC WATER COOLER: SINGLE LEVEL, WITH BOTTLE FILLER, ADA COMPLIANT 1/2" - - - - - - WH WALL HYDRANT 3/4" - - - - - - FD FLOOR DRAIN - - - 2" 2" 2" - FS FLOOR SINK - - - 3" 3" 2" - FCO FLOOR CLEAN OUT - - - - - - - WCO WALL CLEAN OUT - - - - - - - CO CLEAN OUT - - - - - - - qebojlpq^qf`=jfufkd=s^isb SYMBOL MANUFACTURER AND MODEL NO. LOCATION FLOW RATE (GPM) ALLOWABLE PRESSURE DIFFERENTIAL (PSI) OUTLET HOT WATER TEMP. (°F) INLET SIZE OUTLET SIZE ACCESSORIES AND REMARKS MV-1 POWERS - LFG480 BELOW HAND SINKS 0.5-2.0 5 105° 1/2'' 1/2'' ASSE 1070 obsbopb=lpjlpfp=t^qbo=bnrfmjbkq=p`ebarib PRE FILTERS ACTIVE CARBON FILTER AND 5 MICRON FILTER ACCESSORIES PROVIDED WITH RO UNIT. RO UNIT LOW PRESSURE REVERSE OSMOSIS SYSTEM, CONDAIR TO-HM WITH PRE-FILTERS AND TANK ACCESSORIES, 0.11 GPM PERMEATE CAPACITY AT 59 DEGREES F. 115/60/1.75 WATTS PRESSURE TANK PRESSURE TANK, 6 GALLON, PROVIDED WITH RO UNIT. t^qbo=e^jjbo=^oobpqbo=p`ebarib MARK MANUFACTURER/MODEL # FIXTURE UNITS INLET SIZE REMARKS WHA-A PPP SC-500 1-11 1/2'' PER PDI STANDARD PDI-WH 201 WHA-B PPP SC-750 12-32 3/4'' PER PDI STANDARD PDI-WH 201 WHA-C PPP SC-1000 33-60 1'' PER PDI STANDARD PDI-WH 201 Gollc=ao^fk=eb^q=qo^`b pvj_li j^qbof^i abp`ofmqflk nqv rkfq `^_ibp `ljmlkbkqp `lkqolip HT-1 GM-IX ICESTOP SELF-REGULATING HEATING CABLE, 120V WITH POLYOLEFIN JACKET 20 FEET RAYCLIC-PC RAYCLIC POWER KIT WITH 5' POWERLEAD WIRES, A CONDUIT FITTING, END SEAL AND PIPE MOUNTING BRACKET 1 EACH PD PRO AUTOMATIC SNOW/ICE MELTING CONTROLLER, 30A AT 100-277 V, USE WITH CIT-1, GIT-1 AND SIT-6E SNOW AND ICE SENSORS (SOLD SEPARATELY). 1 EACH GIT-1 GUTTER DE-ICING SNOW SENSOR, CALLS FOR SNOW MELTING HEATER OPERATION AT TEMPERATURES BELOW 38 DEG F (3.3 DEG C) WHILE PRECIPITATION, IN ANY FORM, IS PRESENT, 24 VAC. (LOCATION IN SCUPPER DRAIN BODY) 1 EACH *MATERIAL MODEL NUMBERS BASED ON RAYCHEM mirj_fkd=pvj_li=ibdbka=^ka=^__obsf^qflkp dbkbo^i=klqbp WHA COTG CO FCO WCO VENT G 1.THE CONTRACTOR SHALL VERIFY ALL PLUMBING FIXTURES, EQUIPMENT REQUIREMMENTS AND LOCATIONS, AND ALL RELATED UTILITIES WITH THE MECHANICAL AND ARCHITECTURAL PLANS AND SPECIFICATIONS AND SHALL PROVIDE ALL SERVICES AS REQUIRED. ALL WALL-HUNG PLUMBING FIXTURES SHALL BE SECURELY ATTACHED TO AND SUPPORTED BY FLOOR MOUNTED CARRIERS OF ALL METAL CONSTRUCTION. FIXTURE HANGERS OR ARMS SHALL BE SUPPORTED FREE OF THE FINISHED WALL. HANGERS SHALL BE BY WADE, SMITH, JOSAM, OR ZURN. EACH INDIVIDUAL FIXTURE SUPPLY SHALL BE PROVIDED WITH A CHROME-PLATED STOP VALVE. BALL TYPE QUARTER-TURN STOPS SHALL BE ON BOTH HOT AND COLD WATER LINES. FIXTURES AND ACCESSORIES SHALL BE AS SPECIFIED. EACH ITEM SHALL BE COMPLETE WITH CHROME-PLATED BRASS TRIM. SEE PLUMBING FIXTURE SCHEDULE. CAULK WITH SILICONE COMPOUND AROUND ALL FIXTURES AT INTERFACE WITH WALLS AND/OR FLOOR. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE UTAH PLUMBING CODE AND/OR LOCAL ORDINANCES. ALL FIXTURES SHALL BE NOTED ON PLUMBING FIXTURE SCHEDULE AND SPECIFIED IN SECTION 224200. 2. 3. 4. 5. 6. 7. (FC#) SOFT COLD WATER DOWNSPOUT NOZZLE NATURAL GAS ROOF DRAIN LEADER OVERFLOW ROOF DRAIN SANITARY WASTE DOMESTIC HOT WATER RECIRCULATING DOMESTIC HOT WATER DOMESTIC COLD WATER VALVE IN RISE RISE IN PIPE DROP IN PIPE VENT THROUGH ROOF STORM DRAIN DOMESTIC HOT WATER RECIRCULATING DOMESTIC HOT WATER DOMESTIC COLD WATER SANITARY SEWER - (OUTSIDE) WALL CLEAN OUT FLOOR CLEAN OUT FIXTURE COUNT WATER METER CHECK VALVE BALL VALVE GATE VALVE UNION ECCENTRIC REDUCER CONCENTRIC REDUCER CAP WATER HAMMER ARRESTOR PRESSURE / TEMPERATURE TEST PLUG (PETE'S PLUG) PIPE ANCHOR FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN SOLENOID VALVE PRESSURE REDUCING VALVE - (PRV) GAUGE WITH GAUGE COCK FLOW CONTROLLER OR BALANCE VALVE THERMOMETER OR GAUGE WELL STRAINER THERMOMETER GAUGE COCK CLEAN OUT TO GRADE CLEAN OUT M FD FS RD RD ORD SS SD SCW DCW DHW DSN VTR DHWR V DESCRIPTIONSYMBOL SYMBOL DESCRIPTION NEW CONNECTION 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 P-001 Plumbing Legend And Schedules 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 2222 3333 4444 1111 2222 PPPP----5555 PPPP----6666 5555 5555 6666 7777 8888 9999 10101010 11111111 1212121212121212 11111111 11111111 11111111 11111111 11111111 11111111 11111111 11111111 11111111 5555 5555 8888 dbkbo^i=abjlifqflk=klqbp A.A.A.A.REMOVE ALL DOMESTIC COLD, HOT AND CIRCULATING PIPING THAT IS ACCESSIBLE ABOVE REMODEL AREAS AND WITHIN PLUMBING CHASES. PIPING THAT IS LOCATED IN EXISTING WALLS THAT ARE NOT BEING REMOVED WILL BE REVIEWED AND REPLACED WHERE POSSIBLE. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. EXISTING WASTE AND VENT PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. UNLESS NOTED ON PLANS. EXISTING PLUMBING FIXTURE IN TOILET ROOMS TO REMAIN. FLUSH VALVES AND LAVATORY FAUCETS WILL BE REPLACED WITH NEW AS PART OF THE PIPE REPLACEMENT PORTION OF THE WORK. EXISTING DRINKING FOUNTAINS WILL BE REPLACED OR PROTECTED IN PLACE. EACH LOCATION WILL BE REVIEWED WITH THE OWNER TO DETERMINE WHICH UNITS ARE TO BE REPLACED. EXISTING MOP SINKS ARE TO REMAIN IN PLACE. NEW FAUCETS WILL BE PROVIDED IN LOCATIONS THAT ARE DETERMINED TO NEED REPLACEMENT. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PD100a Level 00 Area A Plumbing Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp SCALE:SCALE:SCALE:SCALE:PD100aPD100aPD100aPD100a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=^=mirj_fkd=abjlifqflk=mi^k1111 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 REMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT AND RECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORY FOR NEW.FOR NEW.FOR NEW.FOR NEW. 2222 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. REMOVE ASSOCIATED COLD ANDCONSTRUCTION. REMOVE ASSOCIATED COLD ANDCONSTRUCTION. REMOVE ASSOCIATED COLD ANDCONSTRUCTION. REMOVE ASSOCIATED COLD AND HOT WATER PIPING, FLUSH VALVES, FAUCETS ANDHOT WATER PIPING, FLUSH VALVES, FAUCETS ANDHOT WATER PIPING, FLUSH VALVES, FAUCETS ANDHOT WATER PIPING, FLUSH VALVES, FAUCETS AND TRIM PREPARATORY FOR NEW.TRIM PREPARATORY FOR NEW.TRIM PREPARATORY FOR NEW.TRIM PREPARATORY FOR NEW. 3333 EXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVE ASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPING PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 4444 EXISTING WATER ENTRY. REMOVE PIPING ANDEXISTING WATER ENTRY. REMOVE PIPING ANDEXISTING WATER ENTRY. REMOVE PIPING ANDEXISTING WATER ENTRY. REMOVE PIPING AND VALVES DOWNSTREAM OF ISOLATION VALVEVALVES DOWNSTREAM OF ISOLATION VALVEVALVES DOWNSTREAM OF ISOLATION VALVEVALVES DOWNSTREAM OF ISOLATION VALVE COMPLETE PREPARATORY FOR NEW.COMPLETE PREPARATORY FOR NEW.COMPLETE PREPARATORY FOR NEW.COMPLETE PREPARATORY FOR NEW. 5555 REMOVE DCW, DHW AND DHWR. CONTRACTOR TOREMOVE DCW, DHW AND DHWR. CONTRACTOR TOREMOVE DCW, DHW AND DHWR. CONTRACTOR TOREMOVE DCW, DHW AND DHWR. CONTRACTOR TO FIELD VERIFY EXACT ROUTING.FIELD VERIFY EXACT ROUTING.FIELD VERIFY EXACT ROUTING.FIELD VERIFY EXACT ROUTING. 6666 PROTECT WATER HEATER SKID DURINGPROTECT WATER HEATER SKID DURINGPROTECT WATER HEATER SKID DURINGPROTECT WATER HEATER SKID DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 7777 PROTECT DOMESTIC HOT WATER CIRCULATIONPROTECT DOMESTIC HOT WATER CIRCULATIONPROTECT DOMESTIC HOT WATER CIRCULATIONPROTECT DOMESTIC HOT WATER CIRCULATION PUMP WITH ASSOCIATED VALVES DURINGPUMP WITH ASSOCIATED VALVES DURINGPUMP WITH ASSOCIATED VALVES DURINGPUMP WITH ASSOCIATED VALVES DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 8888 REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE. 9999 REMOVE BRANCH PIPING AND BACKFLOWREMOVE BRANCH PIPING AND BACKFLOWREMOVE BRANCH PIPING AND BACKFLOWREMOVE BRANCH PIPING AND BACKFLOW PREVENTER COMPLETE. SEE SHEET PL100a FORPREVENTER COMPLETE. SEE SHEET PL100a FORPREVENTER COMPLETE. SEE SHEET PL100a FORPREVENTER COMPLETE. SEE SHEET PL100a FOR REINSTALLATION OF BACKFLOW PREVENTER.REINSTALLATION OF BACKFLOW PREVENTER.REINSTALLATION OF BACKFLOW PREVENTER.REINSTALLATION OF BACKFLOW PREVENTER. 10101010 REMOVE BRANCH PIPING AND VALVES COMPLETEREMOVE BRANCH PIPING AND VALVES COMPLETEREMOVE BRANCH PIPING AND VALVES COMPLETEREMOVE BRANCH PIPING AND VALVES COMPLETE PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 11111111 CONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERA INSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOF DRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OF CONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OF EACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OF FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS. 12121212 CONTRACTOR TO ALLOW OWNER TO VISUALLYCONTRACTOR TO ALLOW OWNER TO VISUALLYCONTRACTOR TO ALLOW OWNER TO VISUALLYCONTRACTOR TO ALLOW OWNER TO VISUALLY INSPECT EXISTING PIPING SERVING RESTROOMSINSPECT EXISTING PIPING SERVING RESTROOMSINSPECT EXISTING PIPING SERVING RESTROOMSINSPECT EXISTING PIPING SERVING RESTROOMS PRIOR TO REMOVAL. IF PIPING IS FOUND TO BE INPRIOR TO REMOVAL. IF PIPING IS FOUND TO BE INPRIOR TO REMOVAL. IF PIPING IS FOUND TO BE INPRIOR TO REMOVAL. IF PIPING IS FOUND TO BE IN A CONDITION SATISFACTORY TO THE OWNER TOA CONDITION SATISFACTORY TO THE OWNER TOA CONDITION SATISFACTORY TO THE OWNER TOA CONDITION SATISFACTORY TO THE OWNER TO LEAVE IN PLACE CONTRACTOR SHALL LEAVE INLEAVE IN PLACE CONTRACTOR SHALL LEAVE INLEAVE IN PLACE CONTRACTOR SHALL LEAVE INLEAVE IN PLACE CONTRACTOR SHALL LEAVE IN PLACE AND PROVIDE CREDIT FOR WORK IN THISPLACE AND PROVIDE CREDIT FOR WORK IN THISPLACE AND PROVIDE CREDIT FOR WORK IN THISPLACE AND PROVIDE CREDIT FOR WORK IN THIS AREA.AREA.AREA.AREA. (E)AD (E)FD (E)3/4" DHWR (E)1-1/4" DHW (E)2-1/2" DCW (E)3/4" DCW & DHW UP (E)3/4" DCW & DHW UP (E)1/2" DCW UP (E)2" DCW & 1" DHW UP (E)3/4" (E)1-1/4" (E)2-1/2" (E)3/4" DCW & DHW UP (E)2-1/2" (E)1"(E)1" (E)2" (E)3/4" (E)3/4" (E)1-1/4" DCW & 3/4" DHW UP (E)3/4" DCW UP TO WH (E)3/4" DCW UP TO WH (E)3/4" (E)AD (E)FD (E)FD (E)FD (E)FD (E)FD (E)FD(E)FD (E)FS (E)FD (E)2"(E)2" VENT UP (E)2" (E)3" (E)2"(E)2" (E)6" (E)3" (E)3" (E)6" (E)6" (E)2" (E)3" (E)WH (E)WH (E)3/4" (E)3/4" (E)1" (E)1-1/2" (E)3/4" (E)1" (E)1" dbkbo^i=abjlifqflk=klqbp A.A.A.A. REMOVE ALL DOMESTIC COLD, HOT AND CIRCULATING PIPING THAT IS ACCESSIBLE ABOVE REMODEL AREAS AND WITHIN PLUMBING CHASES. PIPING THAT IS LOCATED IN EXISTING WALLS THAT ARE NOT BEING REMOVED WILL BE REVIEWED AND REPLACED WHERE POSSIBLE. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. EXISTING WASTE AND VENT PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. UNLESS NOTED ON PLANS. EXISTING PLUMBING FIXTURE IN TOILET ROOMS TO REMAIN. FLUSH VALVES AND LAVATORY FAUCETS WILL BE REPLACED WITH NEW AS PART OF THE PIPE REPLACEMENT PORTION OF THE WORK. EXISTING DRINKING FOUNTAINS WILL BE REPLACED OR PROTECTED IN PLACE. EACH LOCATION WILL BE REVIEWED WITH THE OWNER TO DETERMINE WHICH UNITS ARE TO BE REPLACED. EXISTING MOP SINKS ARE TO REMAIN IN PLACE. NEW FAUCETS WILL BE PROVIDED IN LOCATIONS THAT ARE DETERMINED TO NEED REPLACEMENT. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 11112222 1111 1111 2222 11111111 1111 1111 1111 3333 1111 1111 11111111 1111 1111 1111 1111 2222 2222 4444 4444 4444 5555 6666 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PD100b Level 00 Area B Plumbing Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:PD100bPD100bPD100bPD100b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=_=mirj_fkd=abjlifqflk=mi^k1111 NOTE #DESCRIPTION 1111 REMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT AND RECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORY FOR NEW.FOR NEW.FOR NEW.FOR NEW. 2222 REMOVE EXISTING WALL HYDRANT ANDREMOVE EXISTING WALL HYDRANT ANDREMOVE EXISTING WALL HYDRANT ANDREMOVE EXISTING WALL HYDRANT AND ASSOCIATED PIPING PREPARATORY FOR NEW.ASSOCIATED PIPING PREPARATORY FOR NEW.ASSOCIATED PIPING PREPARATORY FOR NEW.ASSOCIATED PIPING PREPARATORY FOR NEW. 3333 SEE PD101b FOR CONTINUATION.SEE PD101b FOR CONTINUATION.SEE PD101b FOR CONTINUATION.SEE PD101b FOR CONTINUATION. 4444 CONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERA INSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOF DRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OF CONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OF EACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OF FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS. 5555 PROTECT DOMESTIC HOT WATER CIRCULATIONPROTECT DOMESTIC HOT WATER CIRCULATIONPROTECT DOMESTIC HOT WATER CIRCULATIONPROTECT DOMESTIC HOT WATER CIRCULATION PUMP WITH ASSOCIATED VALVES DURINGPUMP WITH ASSOCIATED VALVES DURINGPUMP WITH ASSOCIATED VALVES DURINGPUMP WITH ASSOCIATED VALVES DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 6666 PROTECT WATER HEATER SKID DURINGPROTECT WATER HEATER SKID DURINGPROTECT WATER HEATER SKID DURINGPROTECT WATER HEATER SKID DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 2222 2222 1111 3333 4444 3333 5555 6666 7777 4444 1111 1111 6666 dbkbo^i=abjlifqflk=klqbp A.A.A.A. REMOVE ALL DOMESTIC COLD, HOT AND CIRCULATING PIPING THAT IS ACCESSIBLE ABOVE REMODEL AREAS AND WITHIN PLUMBING CHASES. PIPING THAT IS LOCATED IN EXISTING WALLS THAT ARE NOT BEING REMOVED WILL BE REVIEWED AND REPLACED WHERE POSSIBLE. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. EXISTING WASTE AND VENT PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. UNLESS NOTED ON PLANS. EXISTING PLUMBING FIXTURE IN TOILET ROOMS TO REMAIN. FLUSH VALVES AND LAVATORY FAUCETS WILL BE REPLACED WITH NEW AS PART OF THE PIPE REPLACEMENT PORTION OF THE WORK. EXISTING DRINKING FOUNTAINS WILL BE REPLACED OR PROTECTED IN PLACE. EACH LOCATION WILL BE REVIEWED WITH THE OWNER TO DETERMINE WHICH UNITS ARE TO BE REPLACED. EXISTING MOP SINKS ARE TO REMAIN IN PLACE. NEW FAUCETS WILL BE PROVIDED IN LOCATIONS THAT ARE DETERMINED TO NEED REPLACEMENT. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PD101a Level 01 Area A Plumbing Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 REMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT AND RECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORY FOR NEW.FOR NEW.FOR NEW.FOR NEW. 2222 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. REMOVE ASSOCIATED COLD ANDCONSTRUCTION. REMOVE ASSOCIATED COLD ANDCONSTRUCTION. REMOVE ASSOCIATED COLD ANDCONSTRUCTION. REMOVE ASSOCIATED COLD AND HOT WATER PIPING, FLUSH VALVES, FAUCETS ANDHOT WATER PIPING, FLUSH VALVES, FAUCETS ANDHOT WATER PIPING, FLUSH VALVES, FAUCETS ANDHOT WATER PIPING, FLUSH VALVES, FAUCETS AND TRIM PREPARATORY FOR NEW.TRIM PREPARATORY FOR NEW.TRIM PREPARATORY FOR NEW.TRIM PREPARATORY FOR NEW. 3333 REMOVE EXISTING 1/2" DCW IN WALL.REMOVE EXISTING 1/2" DCW IN WALL.REMOVE EXISTING 1/2" DCW IN WALL.REMOVE EXISTING 1/2" DCW IN WALL. 4444 REMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASE PREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE AND VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE. 5555 EXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVE ASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPING PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 6666 REMOVE DRINKING FOUNTAIN COMPLETEREMOVE DRINKING FOUNTAIN COMPLETEREMOVE DRINKING FOUNTAIN COMPLETEREMOVE DRINKING FOUNTAIN COMPLETE PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 7777 REMOVE 1-1/2" WASTE PIPE COMPLETE.REMOVE 1-1/2" WASTE PIPE COMPLETE.REMOVE 1-1/2" WASTE PIPE COMPLETE.REMOVE 1-1/2" WASTE PIPE COMPLETE. SCALE:SCALE:SCALE:SCALE:PD101aPD101aPD101aPD101a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=^=mirj_fkd=abjlifqflk=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 2222 3333 4444 3333 3333 2222 11111111 1111 PPPP----5555 5555 5555 6666 7777 8888 9999 8888 5555 9999 9999 9999 9999 9999 9999 9999 9999 9999 1111 1111 1111 dbkbo^i=abjlifqflk=klqbp A.A.A.A. REMOVE ALL DOMESTIC COLD, HOT AND CIRCULATING PIPING THAT IS ACCESSIBLE ABOVE REMODEL AREAS AND WITHIN PLUMBING CHASES. PIPING THAT IS LOCATED IN EXISTING WALLS THAT ARE NOT BEING REMOVED WILL BE REVIEWED AND REPLACED WHERE POSSIBLE. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. EXISTING WASTE AND VENT PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. UNLESS NOTED ON PLANS. EXISTING PLUMBING FIXTURE IN TOILET ROOMS TO REMAIN. FLUSH VALVES AND LAVATORY FAUCETS WILL BE REPLACED WITH NEW AS PART OF THE PIPE REPLACEMENT PORTION OF THE WORK. EXISTING DRINKING FOUNTAINS WILL BE REPLACED OR PROTECTED IN PLACE. EACH LOCATION WILL BE REVIEWED WITH THE OWNER TO DETERMINE WHICH UNITS ARE TO BE REPLACED. EXISTING MOP SINKS ARE TO REMAIN IN PLACE. NEW FAUCETS WILL BE PROVIDED IN LOCATIONS THAT ARE DETERMINED TO NEED REPLACEMENT. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PD101b Level 01 Area B Plumbing Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 REMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT AND RECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORY FOR NEW.FOR NEW.FOR NEW.FOR NEW. 2222 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSH VALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FOR NEW.NEW.NEW.NEW. 3333 REMOVE EXISTING WALL HYDRANT ANDREMOVE EXISTING WALL HYDRANT ANDREMOVE EXISTING WALL HYDRANT ANDREMOVE EXISTING WALL HYDRANT AND ASSOCIATED PIPING PREPARATORY FOR NEW.ASSOCIATED PIPING PREPARATORY FOR NEW.ASSOCIATED PIPING PREPARATORY FOR NEW.ASSOCIATED PIPING PREPARATORY FOR NEW. 4444 EXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVE ASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPING PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 5555 REMOVE EXISTING DCW & DHW IN WALL ACCESSREMOVE EXISTING DCW & DHW IN WALL ACCESSREMOVE EXISTING DCW & DHW IN WALL ACCESSREMOVE EXISTING DCW & DHW IN WALL ACCESS FROM OUTSIDE OF RESTROOM.FROM OUTSIDE OF RESTROOM.FROM OUTSIDE OF RESTROOM.FROM OUTSIDE OF RESTROOM. 6666 REMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASE PREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE AND VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE. 7777 SAW CUT FLOOR AND REMOVE WASTE, ROOFSAW CUT FLOOR AND REMOVE WASTE, ROOFSAW CUT FLOOR AND REMOVE WASTE, ROOFSAW CUT FLOOR AND REMOVE WASTE, ROOF DRAIN, AND WATER PIPING PREPARATORY FORDRAIN, AND WATER PIPING PREPARATORY FORDRAIN, AND WATER PIPING PREPARATORY FORDRAIN, AND WATER PIPING PREPARATORY FOR NEW.NEW.NEW.NEW. 8888 REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE. 9999 CONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERACONTRACTOR TO PROVIDE COLOR CAMERA INSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOFINSPECTION OF UNDERGROUND WASTE AND ROOF DRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OFDRAIN PIPING AT THE BEGINNING OF CONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OF EACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OF FINDINGS AND LOCATIONS OF FINDINGS. COLORFINDINGS AND LOCATIONS OF FINDINGS. COLORFINDINGS AND LOCATIONS OF FINDINGS. COLORFINDINGS AND LOCATIONS OF FINDINGS. COLOR CAMERA INSPECTION OF UNDERGROUND WASTECAMERA INSPECTION OF UNDERGROUND WASTECAMERA INSPECTION OF UNDERGROUND WASTECAMERA INSPECTION OF UNDERGROUND WASTE AND ROOF DRAIN PIPING AT THE BEGINNING OFAND ROOF DRAIN PIPING AT THE BEGINNING OFAND ROOF DRAIN PIPING AT THE BEGINNING OFAND ROOF DRAIN PIPING AT THE BEGINNING OF CONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OFCONSTRUCTION. PROVIDE VIDEO RECORDING OF EACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OFEACH MAIN INSPECTION RUN WITH NOTES OF FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS.FINDINGS AND LOCATIONS OF FINDINGS. SCALE:SCALE:SCALE:SCALE:PD101bPD101bPD101bPD101b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=_=mirj_fkd=abjlifqflk=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 2222 2222 1111 1111 1111 1111 3333 4444 3333 4444 5555 6666 7777 8888 5555 1111 1111 1111 1111 6666 8888 dbkbo^i=abjlifqflk=klqbp A.A.A.A. REMOVE ALL DOMESTIC COLD, HOT AND CIRCULATING PIPING THAT IS ACCESSIBLE ABOVE REMODEL AREAS AND WITHIN PLUMBING CHASES. PIPING THAT IS LOCATED IN EXISTING WALLS THAT ARE NOT BEING REMOVED WILL BE REVIEWED AND REPLACED WHERE POSSIBLE. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. EXISTING WASTE AND VENT PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. UNLESS NOTED ON PLANS. EXISTING PLUMBING FIXTURE IN TOILET ROOMS TO REMAIN. FLUSH VALVES AND LAVATORY FAUCETS WILL BE REPLACED WITH NEW AS PART OF THE PIPE REPLACEMENT PORTION OF THE WORK. EXISTING DRINKING FOUNTAINS WILL BE REPLACED OR PROTECTED IN PLACE. EACH LOCATION WILL BE REVIEWED WITH THE OWNER TO DETERMINE WHICH UNITS ARE TO BE REPLACED. EXISTING MOP SINKS ARE TO REMAIN IN PLACE. NEW FAUCETS WILL BE PROVIDED IN LOCATIONS THAT ARE DETERMINED TO NEED REPLACEMENT. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PD102a Level 02 Area A Plumbing Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 REMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT AND RECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORY FOR NEW.FOR NEW.FOR NEW.FOR NEW. 2222 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSH VALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FOR NEW.NEW.NEW.NEW. 3333 REMOVE EXISTING 1/2" DCW IN WALL.REMOVE EXISTING 1/2" DCW IN WALL.REMOVE EXISTING 1/2" DCW IN WALL.REMOVE EXISTING 1/2" DCW IN WALL. 4444 REMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASE PREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE AND VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE. 5555 REMOVE DRINKING FOUNTAIN COMPLETEREMOVE DRINKING FOUNTAIN COMPLETEREMOVE DRINKING FOUNTAIN COMPLETEREMOVE DRINKING FOUNTAIN COMPLETE PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 6666 REMOVE 1-1/2" VENT AS SHOWN.REMOVE 1-1/2" VENT AS SHOWN.REMOVE 1-1/2" VENT AS SHOWN.REMOVE 1-1/2" VENT AS SHOWN. 7777 REMOVE 2" WASTE. SEE REMODEL FOR NEWREMOVE 2" WASTE. SEE REMODEL FOR NEWREMOVE 2" WASTE. SEE REMODEL FOR NEWREMOVE 2" WASTE. SEE REMODEL FOR NEW CONNECTION LOCATION.CONNECTION LOCATION.CONNECTION LOCATION.CONNECTION LOCATION. 8888 REMOVE DCW, DHW, AND DHWR VERTICAL INREMOVE DCW, DHW, AND DHWR VERTICAL INREMOVE DCW, DHW, AND DHWR VERTICAL INREMOVE DCW, DHW, AND DHWR VERTICAL IN SHAFT.SHAFT.SHAFT.SHAFT. SCALE:SCALE:SCALE:SCALE:PD102aPD102aPD102aPD102a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=^=mirj_fkd=abjlifqflk=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 2222 2222 3333 3333 4444 5555 6666 7777 8888 5555 6666 4444 3333 3333 33333333 33333333 9999 9999 dbkbo^i=abjlifqflk=klqbp A.A.A.A. REMOVE ALL DOMESTIC COLD, HOT AND CIRCULATING PIPING THAT IS ACCESSIBLE ABOVE REMODEL AREAS AND WITHIN PLUMBING CHASES. PIPING THAT IS LOCATED IN EXISTING WALLS THAT ARE NOT BEING REMOVED WILL BE REVIEWED AND REPLACED WHERE POSSIBLE. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. EXISTING WASTE AND VENT PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. UNLESS NOTED ON PLANS. EXISTING PLUMBING FIXTURE IN TOILET ROOMS TO REMAIN. FLUSH VALVES AND LAVATORY FAUCETS WILL BE REPLACED WITH NEW AS PART OF THE PIPE REPLACEMENT PORTION OF THE WORK. EXISTING DRINKING FOUNTAINS WILL BE REPLACED OR PROTECTED IN PLACE. EACH LOCATION WILL BE REVIEWED WITH THE OWNER TO DETERMINE WHICH UNITS ARE TO BE REPLACED. EXISTING MOP SINKS ARE TO REMAIN IN PLACE. NEW FAUCETS WILL BE PROVIDED IN LOCATIONS THAT ARE DETERMINED TO NEED REPLACEMENT. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PD102b Level 02 Area B Plumbing Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 REMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT AND RECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORY FOR NEW.FOR NEW.FOR NEW.FOR NEW. 2222 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSH VALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FOR NEW.NEW.NEW.NEW. 3333 PROTECT ROOF DRAINS DURING CONSTRUCTION.PROTECT ROOF DRAINS DURING CONSTRUCTION.PROTECT ROOF DRAINS DURING CONSTRUCTION.PROTECT ROOF DRAINS DURING CONSTRUCTION. 4444 REMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASE PREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE AND VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE. 5555 REMOVE 1/2" DCW PIPE IN WALL. C0NTRACTOR TOREMOVE 1/2" DCW PIPE IN WALL. C0NTRACTOR TOREMOVE 1/2" DCW PIPE IN WALL. C0NTRACTOR TOREMOVE 1/2" DCW PIPE IN WALL. C0NTRACTOR TO VERIFY EXACT ROUTING. REMOVE DRINKINGVERIFY EXACT ROUTING. REMOVE DRINKINGVERIFY EXACT ROUTING. REMOVE DRINKINGVERIFY EXACT ROUTING. REMOVE DRINKING FOUNTAIN COMPLETE.FOUNTAIN COMPLETE.FOUNTAIN COMPLETE.FOUNTAIN COMPLETE. 6666 REMOVE EXISTING DCW & DHW IN WALL ACCESSREMOVE EXISTING DCW & DHW IN WALL ACCESSREMOVE EXISTING DCW & DHW IN WALL ACCESSREMOVE EXISTING DCW & DHW IN WALL ACCESS FROM OUTSIDE OF RESTROOM.FROM OUTSIDE OF RESTROOM.FROM OUTSIDE OF RESTROOM.FROM OUTSIDE OF RESTROOM. 7777 EXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVE ASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPING PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 8888 REMOVE WATER SUPPLY LINES IN WALLREMOVE WATER SUPPLY LINES IN WALLREMOVE WATER SUPPLY LINES IN WALLREMOVE WATER SUPPLY LINES IN WALL COMPLETE. CONTRACTOR TO VERIFY EXACTCOMPLETE. CONTRACTOR TO VERIFY EXACTCOMPLETE. CONTRACTOR TO VERIFY EXACTCOMPLETE. CONTRACTOR TO VERIFY EXACT ROUTING.ROUTING.ROUTING.ROUTING. 9999 REMOVE 2" WASTE LINE AS SHOWN. CONTRACTORREMOVE 2" WASTE LINE AS SHOWN. CONTRACTORREMOVE 2" WASTE LINE AS SHOWN. CONTRACTORREMOVE 2" WASTE LINE AS SHOWN. CONTRACTOR TO VERIFY EXACT ROUTING.TO VERIFY EXACT ROUTING.TO VERIFY EXACT ROUTING.TO VERIFY EXACT ROUTING. SCALE:SCALE:SCALE:SCALE:PD102bPD102bPD102bPD102b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=_=mirj_fkd=abjlifqflk=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 2222 3333 3333 3333 3333 3333 1111 2222 5555 4444 4444 6666 6666 7777 8888 9999 10101010 CAPCAPCAPCAP CAPCAPCAPCAP 10101010 10101010 5555 dbkbo^i=abjlifqflk=klqbp A.A.A.A. REMOVE ALL DOMESTIC COLD, HOT AND CIRCULATING PIPING THAT IS ACCESSIBLE ABOVE REMODEL AREAS AND WITHIN PLUMBING CHASES. PIPING THAT IS LOCATED IN EXISTING WALLS THAT ARE NOT BEING REMOVED WILL BE REVIEWED AND REPLACED WHERE POSSIBLE. EXISTING ROOF DRAIN PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. EXISTING WASTE AND VENT PIPING TO REMAIN. PROTECT DURING CONSTRUCTION PERIOD. UNLESS NOTED ON PLANS. EXISTING PLUMBING FIXTURE IN TOILET ROOMS TO REMAIN. FLUSH VALVES AND LAVATORY FAUCETS WILL BE REPLACED WITH NEW AS PART OF THE PIPE REPLACEMENT PORTION OF THE WORK. EXISTING DRINKING FOUNTAINS WILL BE REPLACED OR PROTECTED IN PLACE. EACH LOCATION WILL BE REVIEWED WITH THE OWNER TO DETERMINE WHICH UNITS ARE TO BE REPLACED. EXISTING MOP SINKS ARE TO REMAIN IN PLACE. NEW FAUCETS WILL BE PROVIDED IN LOCATIONS THAT ARE DETERMINED TO NEED REPLACEMENT. B.B.B.B. C.C.C.C. D.D.D.D. E.E.E.E. F.F.F.F. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PD103a Level 03 Area A Plumbing Demolition Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 REMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT ANDREMOVE ALL DOMESTIC COLD, HOT AND RECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORYRECIRCULATING PIPING COMPLETE PREPARATORY FOR NEW.FOR NEW.FOR NEW.FOR NEW. 2222 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSHCONSTRUCTION. REMOVE ASSOCIATED FLUSH VALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FORVALVES, FAUCETS AND TRIM PREPARATORY FOR NEW.NEW.NEW.NEW. 3333 REMOVE EXISTING WATER, WASTE AND VENTREMOVE EXISTING WATER, WASTE AND VENTREMOVE EXISTING WATER, WASTE AND VENTREMOVE EXISTING WATER, WASTE AND VENT PIPING ASSOCIATED WITH REMOVED SINK.PIPING ASSOCIATED WITH REMOVED SINK.PIPING ASSOCIATED WITH REMOVED SINK.PIPING ASSOCIATED WITH REMOVED SINK. 4444 PROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 5555 REMOVE 1/2" DCW IN WALL.REMOVE 1/2" DCW IN WALL.REMOVE 1/2" DCW IN WALL.REMOVE 1/2" DCW IN WALL. 6666 REMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASEREMOVE DCW AND DHW IN PLUMBING CHASE PREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE ANDPREPARATORY FOR NEW. PROTECT WASTE AND VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE.VENT PIPING IN PLUMBING CHASE. 7777 REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE.REMOVE DRINKING FOUNTAIN COMPLETE. 8888 EXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVEEXISTING MOP SINK TO REMAIN. REMOVE ASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPINGASSOCIATED FAUCET AND WATER SUPPLY PIPING PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW.PREPARATORY FOR NEW. 9999 PROTECT EXISTING 2" VENT THROUGH ROOF. SEEPROTECT EXISTING 2" VENT THROUGH ROOF. SEEPROTECT EXISTING 2" VENT THROUGH ROOF. SEEPROTECT EXISTING 2" VENT THROUGH ROOF. SEE PL103a FOR NEW CONNECTION.PL103a FOR NEW CONNECTION.PL103a FOR NEW CONNECTION.PL103a FOR NEW CONNECTION. 10101010 REMOVE WASTE PIPE AS SHOWN.REMOVE WASTE PIPE AS SHOWN.REMOVE WASTE PIPE AS SHOWN.REMOVE WASTE PIPE AS SHOWN. SCALE:SCALE:SCALE:SCALE:PD103aPD103aPD103aPD103a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=P=^ob^=^=mirj_fkd=abjlifqflk=mi^k1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 22223333 1111 030 MECH ROOM O-D CHEMICALS ROOM 0-E STAIR O-F MECH CHASE 032 STORAGE 022A QA 0-E STAIR 020 OFFICE 022 OPS 024 TECH ROOM 026F STUDENTS 026C OFFICE 026A OFFICE 011 OFFICE 010 OFFICE 012 OFFICE 028 SHORT TERM STORAGE 016 TIER 2 013 BREAK ROOM 040 BDF 042 CUSTODIAL STORAGE 044 STORAGE 018 OFFICE 038 ELECTRICAL036 CUSTODIAL 034 MECH CHASE 0-J ELEV 009 IMAGING AND STORAGE (E)1" 4444 1" DHWR1" DHWR1" DHWR1" DHWR 1 1/2" DHW1 1/2" DHW1 1/2" DHW1 1/2" DHW 3" DCW3" DCW3" DCW3" DCW 2" DCW2" DCW2" DCW2" DCW 1" DHW1" DHW1" DHW1" DHW 1" DHW1" DHW1" DHW1" DHW PL401PL401PL401PL401 1111 5555 6666 7777 8888 9999 13131313 12121212 11111111 10101010 1"1"1"1" 3"3"3"3" 1 1/2"1 1/2"1 1/2"1 1/2" PPPP----5555 040040040040 SACSACSACSAC 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 14141414 15151515 16161616 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL100a Level 00 Area A Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 PROVIDE NEW DOMESTIC COLD, HOT ANDPROVIDE NEW DOMESTIC COLD, HOT ANDPROVIDE NEW DOMESTIC COLD, HOT ANDPROVIDE NEW DOMESTIC COLD, HOT AND RECIRCULATING PIPING SIMILAR TO EXISTINGRECIRCULATING PIPING SIMILAR TO EXISTINGRECIRCULATING PIPING SIMILAR TO EXISTINGRECIRCULATING PIPING SIMILAR TO EXISTING THROUGHOUT.THROUGHOUT.THROUGHOUT.THROUGHOUT. 2222 EXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEW FAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDE BACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICAL STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502. 3333 PROVIDE NEW WATER ENTRY, INCLUDINGPROVIDE NEW WATER ENTRY, INCLUDINGPROVIDE NEW WATER ENTRY, INCLUDINGPROVIDE NEW WATER ENTRY, INCLUDING ISOLATION VALVES, PRESSURE REDUCINGISOLATION VALVES, PRESSURE REDUCINGISOLATION VALVES, PRESSURE REDUCINGISOLATION VALVES, PRESSURE REDUCING VALVES, BACKFLOW PREVENTER, PRESSUREVALVES, BACKFLOW PREVENTER, PRESSUREVALVES, BACKFLOW PREVENTER, PRESSUREVALVES, BACKFLOW PREVENTER, PRESSURE GAUGES, STRAINER AND REQUIRED FITTINGS. SEEGAUGES, STRAINER AND REQUIRED FITTINGS. SEEGAUGES, STRAINER AND REQUIRED FITTINGS. SEEGAUGES, STRAINER AND REQUIRED FITTINGS. SEE DETAIL 1 / PL501.DETAIL 1 / PL501.DETAIL 1 / PL501.DETAIL 1 / PL501. 4444 RISE 3" DCW, 1-1/2" DHW AND 1" DHWR UP INRISE 3" DCW, 1-1/2" DHW AND 1" DHWR UP INRISE 3" DCW, 1-1/2" DHW AND 1" DHWR UP INRISE 3" DCW, 1-1/2" DHW AND 1" DHWR UP IN SHAFT TO LEVEL ABOVE. SEE PL101A FORSHAFT TO LEVEL ABOVE. SEE PL101A FORSHAFT TO LEVEL ABOVE. SEE PL101A FORSHAFT TO LEVEL ABOVE. SEE PL101A FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 5555 PROVIDE ISOLATION BALL VALVE IN ACCESSIBLEPROVIDE ISOLATION BALL VALVE IN ACCESSIBLEPROVIDE ISOLATION BALL VALVE IN ACCESSIBLEPROVIDE ISOLATION BALL VALVE IN ACCESSIBLE LOCATION. TYPICAL.LOCATION. TYPICAL.LOCATION. TYPICAL.LOCATION. TYPICAL. 6666 CONNECT NEW 1" PIPE TO EXISTING AT WALLCONNECT NEW 1" PIPE TO EXISTING AT WALLCONNECT NEW 1" PIPE TO EXISTING AT WALLCONNECT NEW 1" PIPE TO EXISTING AT WALL PENETRATION PROVIDE ISOLATION VALVE IN RISE.PENETRATION PROVIDE ISOLATION VALVE IN RISE.PENETRATION PROVIDE ISOLATION VALVE IN RISE.PENETRATION PROVIDE ISOLATION VALVE IN RISE. 7777 CONNECT TO EXISTING 4" WATER MAIN AT GATECONNECT TO EXISTING 4" WATER MAIN AT GATECONNECT TO EXISTING 4" WATER MAIN AT GATECONNECT TO EXISTING 4" WATER MAIN AT GATE VALVE. TRANSITION TO 3" BEFORE PRVVALVE. TRANSITION TO 3" BEFORE PRVVALVE. TRANSITION TO 3" BEFORE PRVVALVE. TRANSITION TO 3" BEFORE PRV ASSEMBLY.ASSEMBLY.ASSEMBLY.ASSEMBLY. 8888 CONNECT NEW 3/4" WATER TO EXISTING AT WALLCONNECT NEW 3/4" WATER TO EXISTING AT WALLCONNECT NEW 3/4" WATER TO EXISTING AT WALLCONNECT NEW 3/4" WATER TO EXISTING AT WALL PENETRATION. REINSTALL EXISTING BACK FLOWPENETRATION. REINSTALL EXISTING BACK FLOWPENETRATION. REINSTALL EXISTING BACK FLOWPENETRATION. REINSTALL EXISTING BACK FLOW PREVENTER IN HORIZONTAL PIPE.PREVENTER IN HORIZONTAL PIPE.PREVENTER IN HORIZONTAL PIPE.PREVENTER IN HORIZONTAL PIPE. 9999 BYPASS VALVE, NORMALLY CLOSED.BYPASS VALVE, NORMALLY CLOSED.BYPASS VALVE, NORMALLY CLOSED.BYPASS VALVE, NORMALLY CLOSED. 10101010 CONNECT NEW 1-1/2" DCW TO WATER HEATERCONNECT NEW 1-1/2" DCW TO WATER HEATERCONNECT NEW 1-1/2" DCW TO WATER HEATERCONNECT NEW 1-1/2" DCW TO WATER HEATER COLD INLET.COLD INLET.COLD INLET.COLD INLET. 11111111 CONNECT 1" DHWR TO RECIRCULATION PUMP.CONNECT 1" DHWR TO RECIRCULATION PUMP.CONNECT 1" DHWR TO RECIRCULATION PUMP.CONNECT 1" DHWR TO RECIRCULATION PUMP. 12121212 CONNECT NEW 1-1/2" DHW TO WATER HEATER.CONNECT NEW 1-1/2" DHW TO WATER HEATER.CONNECT NEW 1-1/2" DHW TO WATER HEATER.CONNECT NEW 1-1/2" DHW TO WATER HEATER. 13131313 WATER HEATER AND ALL ASSOCIATED VALVES,WATER HEATER AND ALL ASSOCIATED VALVES,WATER HEATER AND ALL ASSOCIATED VALVES,WATER HEATER AND ALL ASSOCIATED VALVES, HEAT EXCHANGERS AND PUMPS TO REMAIN.HEAT EXCHANGERS AND PUMPS TO REMAIN.HEAT EXCHANGERS AND PUMPS TO REMAIN.HEAT EXCHANGERS AND PUMPS TO REMAIN. 14141414 RISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITY CONDENSATE DRAIN LINE.CONDENSATE DRAIN LINE.CONDENSATE DRAIN LINE.CONDENSATE DRAIN LINE. 15151515 ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE.ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE.ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE.ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE. 16161616 DROP 3/4" CONDENSATE DOWN ON WALL.DROP 3/4" CONDENSATE DOWN ON WALL.DROP 3/4" CONDENSATE DOWN ON WALL.DROP 3/4" CONDENSATE DOWN ON WALL. INDIRECT INTO SERVICE SINK. PROVIDE A 1" AIRINDIRECT INTO SERVICE SINK. PROVIDE A 1" AIRINDIRECT INTO SERVICE SINK. PROVIDE A 1" AIRINDIRECT INTO SERVICE SINK. PROVIDE A 1" AIR GAP.GAP.GAP.GAP. SCALE:SCALE:SCALE:SCALE:PL100aPL100aPL100aPL100a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=^=mirj_fkd=objlabi=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 2222 3333 4444 5555 6666 6666 8888 8888 7777 9999 10101010 11111111 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 3"3"3"3" 1111----1/4"1/4"1/4"1/4" 1"1"1"1" 3/4"3/4"3/4"3/4" 1"1"1"1" 1"1"1"1" 1111----1/4"1/4"1/4"1/4" 3"3"3"3" 12121212 1111----1/4" DCW1/4" DCW1/4" DCW1/4" DCW 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 4"4"4"4" 1313131314141414 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL100b Level 00 Area B Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE #DESCRIPTION 1111 RISE 3/4" DCW AND 3/4" DHW TO SERVICE SINK.RISE 3/4" DCW AND 3/4" DHW TO SERVICE SINK.RISE 3/4" DCW AND 3/4" DHW TO SERVICE SINK.RISE 3/4" DCW AND 3/4" DHW TO SERVICE SINK. 2222 RISE 1-1/4" DHW AND 1" DCW UP TO PLUMBINGRISE 1-1/4" DHW AND 1" DCW UP TO PLUMBINGRISE 1-1/4" DHW AND 1" DCW UP TO PLUMBINGRISE 1-1/4" DHW AND 1" DCW UP TO PLUMBING CHASE ABOVE.CHASE ABOVE.CHASE ABOVE.CHASE ABOVE. 3333 RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE.RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE.RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE.RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE. 4444 RISE 1-1/4" DHW AND 2" DCW UP TO PLUMBINGRISE 1-1/4" DHW AND 2" DCW UP TO PLUMBINGRISE 1-1/4" DHW AND 2" DCW UP TO PLUMBINGRISE 1-1/4" DHW AND 2" DCW UP TO PLUMBING CHASE ABOVE.CHASE ABOVE.CHASE ABOVE.CHASE ABOVE. 5555 RISE 1-1/4" DHW, 1" DHW AND 3" DCW UP. SEERISE 1-1/4" DHW, 1" DHW AND 3" DCW UP. SEERISE 1-1/4" DHW, 1" DHW AND 3" DCW UP. SEERISE 1-1/4" DHW, 1" DHW AND 3" DCW UP. SEE PL101b FOR CONTINUATION.PL101b FOR CONTINUATION.PL101b FOR CONTINUATION.PL101b FOR CONTINUATION. 6666 RISE 3/4" DCW UP TO WALL HYDRANT.RISE 3/4" DCW UP TO WALL HYDRANT.RISE 3/4" DCW UP TO WALL HYDRANT.RISE 3/4" DCW UP TO WALL HYDRANT. 7777 WATER ENTRY. SEE DETAIL 1/PL501.WATER ENTRY. SEE DETAIL 1/PL501.WATER ENTRY. SEE DETAIL 1/PL501.WATER ENTRY. SEE DETAIL 1/PL501. 8888 PROVIDE NEW WALL HYDRANT.PROVIDE NEW WALL HYDRANT.PROVIDE NEW WALL HYDRANT.PROVIDE NEW WALL HYDRANT. 9999 CONNECT NEW 1" DHWR PIPE TO EXISTING BEFORECONNECT NEW 1" DHWR PIPE TO EXISTING BEFORECONNECT NEW 1" DHWR PIPE TO EXISTING BEFORECONNECT NEW 1" DHWR PIPE TO EXISTING BEFORE RECIRCULATION PUMP AND ASSOCIATED VALVES.RECIRCULATION PUMP AND ASSOCIATED VALVES.RECIRCULATION PUMP AND ASSOCIATED VALVES.RECIRCULATION PUMP AND ASSOCIATED VALVES. 10101010 CONNECT TO EXISTING 4" WATER MAIN ATCONNECT TO EXISTING 4" WATER MAIN ATCONNECT TO EXISTING 4" WATER MAIN ATCONNECT TO EXISTING 4" WATER MAIN AT BUTTERFLY VALVE. TRANSITION TO 3" BEFORE PRVBUTTERFLY VALVE. TRANSITION TO 3" BEFORE PRVBUTTERFLY VALVE. TRANSITION TO 3" BEFORE PRVBUTTERFLY VALVE. TRANSITION TO 3" BEFORE PRV ASSEMBLY.ASSEMBLY.ASSEMBLY.ASSEMBLY. 11111111 SEE PL101b FOR CONTINUATION.SEE PL101b FOR CONTINUATION.SEE PL101b FOR CONTINUATION.SEE PL101b FOR CONTINUATION. 12121212 CONNECT NEW VENT TO EXISTING VENT ATCONNECT NEW VENT TO EXISTING VENT ATCONNECT NEW VENT TO EXISTING VENT ATCONNECT NEW VENT TO EXISTING VENT AT APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN. 13131313 CONNECT NEW 1-1/4" DHW TO EXISTING 1-1/4" ATCONNECT NEW 1-1/4" DHW TO EXISTING 1-1/4" ATCONNECT NEW 1-1/4" DHW TO EXISTING 1-1/4" ATCONNECT NEW 1-1/4" DHW TO EXISTING 1-1/4" AT APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN. 14141414 CONNECT NEW 1-1/4" DCW TO EXISTING 1-1/4"CONNECT NEW 1-1/4" DCW TO EXISTING 1-1/4"CONNECT NEW 1-1/4" DCW TO EXISTING 1-1/4"CONNECT NEW 1-1/4" DCW TO EXISTING 1-1/4" DCW SERVING WATER HEATER AT APPROXIMATELYDCW SERVING WATER HEATER AT APPROXIMATELYDCW SERVING WATER HEATER AT APPROXIMATELYDCW SERVING WATER HEATER AT APPROXIMATELY THE LOCATION SHOWN.THE LOCATION SHOWN.THE LOCATION SHOWN.THE LOCATION SHOWN. SCALE:SCALE:SCALE:SCALE:PL100bPL100bPL100bPL100b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=MM=^ob^=_=mirj_fkd=objlabi=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 130 OFFICE 131 OFFICE 132 STUDY (MED) 1-H STAIR 122A OPEN STUDY 129 OFFICE 128 STUDY (SM) 127 STUDY (SM) 126 STUDY (SM) 125 STUDY (MED) 124 STUDY (MED) 122 HD BOOK COLLECTION 1-F VESTIBULE 110 CIRCULATION RECEPTION 114A OFFICE 114 INTER LIBRARY LOAN WORKSPACE 112 CHECK-IN 108 OFFICE 106 OFFICE 104 OFFICE 1-B STAIR 1-A VESTIBULE 122B OPEN STUDY 122C OPEN STUDY 142 BREAKROOM 140 CONFERENCE ROOM 138 OFFICE 136 OFFICE 134 RECEPTION 3" DCW3" DCW3" DCW3" DCW 1 1/2" DHW1 1/2" DHW1 1/2" DHW1 1/2" DHW 1" DHW1" DHW1" DHW1" DHW PL401PL401PL401PL401 2222 22223333 3333 PPPP----6666 PPPP----4A4A4A4A 1/2"1/2"1/2"1/2" 1" DHW1" DHW1" DHW1" DHW 4444 5555 1111 FCUFCUFCUFCU 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL101a Level 01 Area A Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 RISE 1" DCW UP TO FIXTURES ABOVE.RISE 1" DCW UP TO FIXTURES ABOVE.RISE 1" DCW UP TO FIXTURES ABOVE.RISE 1" DCW UP TO FIXTURES ABOVE. 2222 RISE DHW LOOP TO WITHIN 2'-0" OF LAVATORY.RISE DHW LOOP TO WITHIN 2'-0" OF LAVATORY.RISE DHW LOOP TO WITHIN 2'-0" OF LAVATORY.RISE DHW LOOP TO WITHIN 2'-0" OF LAVATORY. SEE 4/PL401 FOR CONTINUATION.SEE 4/PL401 FOR CONTINUATION.SEE 4/PL401 FOR CONTINUATION.SEE 4/PL401 FOR CONTINUATION. 3333 RISE DHW AND/OR DCW TO FIXTURE ABOVE. SEERISE DHW AND/OR DCW TO FIXTURE ABOVE. SEERISE DHW AND/OR DCW TO FIXTURE ABOVE. SEERISE DHW AND/OR DCW TO FIXTURE ABOVE. SEE 4/PL401 FOR CONTINUATION.4/PL401 FOR CONTINUATION.4/PL401 FOR CONTINUATION.4/PL401 FOR CONTINUATION. 4444 ROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGH AS POSSIBLE.AS POSSIBLE.AS POSSIBLE.AS POSSIBLE. 5555 RISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITY LINE.LINE.LINE.LINE. SCALE:SCALE:SCALE:SCALE:PL101aPL101aPL101aPL101a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=^=mirj_fkd=objlabi=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 3333 4444 1111 2222 2222 08 MECH 156C PRACTICE 156B PRACTICE 156A PRACTICE 156 WORKSPACE 156D STORAGE 156E PRACTICE 156F OFFICE 1-T ELEV 08A ELEV EQUIP 192A SMALL MEETING 158 CONFERENCE ROOM 160A OFFICE 192 WORKSTATIONS/ FLEX SPACE 192B OFFICE 160B OFFICE 192C STORAGE 190C STORAGE 190 TRAINING AREA 190A OFFICE 190B OFFICE 1-Z VESTIBULE 188A OFFICE 188B CONFERENCE 188 COLLABORATIVE SPACE 186 OFFICE 185 OFFICE 184 OFFICE 183 OFFICE 182 OFFICE 181 OFFICE 179 STUDY 178 STUDY 173 ELECTRICAL 180 ADJUNCT OFFICE 170 DROP IN MATH LAB172 CLASSROOM 174 STUDENT PREP 176 I.T. HELP DESK 175 MATH LAB RECEPTION160 TUTORING ADMIN OPEN AREA 170C STORAGE 170B STUDY 170A STUDY 168 CLASSROOM 166 CLASSROOM 1-U VESTIBULE 164 CLASSROOM 162 CLASSROOM PPPP----4444 PPPP----4444 PL401PL401PL401PL401 3333 5555 66665555 5555 7777 8888 8888 3/4" DCW3/4" DCW3/4" DCW3/4" DCW 2 1/2"2 1/2"2 1/2"2 1/2" 3/4" DCW3/4" DCW3/4" DCW3/4" DCW 8888 4"4"4"4" PPPP----6666 PPPP----6666 PPPP----6666 9999 11111111 2"2"2"2" 10101010 12121212 11111111 11111111 SEE SHEET PL100b FOR SEE SHEET PL100b FOR SEE SHEET PL100b FOR SEE SHEET PL100b FOR WORK IN THIS AREAWORK IN THIS AREAWORK IN THIS AREAWORK IN THIS AREA 13131313 14141414 15151515 16161616 17171717 18181818 19191919 1/2" DCW1/2" DCW1/2" DCW1/2" DCW 14141414 13131313 2" W2" W2" W2" W 1 1/4"1 1/4"1 1/4"1 1/4" 3/4" DHW3/4" DHW3/4" DHW3/4" DHW 13131313 13131313 WCOWCOWCOWCO 13131313 3/4"3/4"3/4"3/4"1"1"1"1"1"1"1"1" 1"1"1"1" 1"1"1"1"1"1"1"1" 2"2"2"2" 1 1/4"1 1/4"1 1/4"1 1/4" 3" DCW3" DCW3" DCW3" DCW 1"1"1"1" 4444 PPPP----5555 3 GPM3 GPM3 GPM3 GPM 190 SQ. FT.190 SQ. FT.190 SQ. FT.190 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 20202020 HTHTHTHT 1111 ollc=ao^fk=abpfdk=klqbp DESIGN RAINFALL RATE 1.3"/HRDESIGN RAINFALL RATE 1.3"/HRDESIGN RAINFALL RATE 1.3"/HRDESIGN RAINFALL RATE 1.3"/HR XX GPMXX GPMXX GPMXX GPM XX SQ. FT.XX SQ. FT.XX SQ. FT.XX SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE DESIGN GALLONS PER MINUTEDESIGN GALLONS PER MINUTEDESIGN GALLONS PER MINUTEDESIGN GALLONS PER MINUTE DESIGN ROOF DRAIN AREA (SQ. FT.)DESIGN ROOF DRAIN AREA (SQ. FT.)DESIGN ROOF DRAIN AREA (SQ. FT.)DESIGN ROOF DRAIN AREA (SQ. FT.) MINIMUM DESIGN PIPE SLOPEMINIMUM DESIGN PIPE SLOPEMINIMUM DESIGN PIPE SLOPEMINIMUM DESIGN PIPE SLOPE 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL101b Level 01 Area B Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 RISE DHW AND DCW UP TO SERVICE SINK ABOVE.RISE DHW AND DCW UP TO SERVICE SINK ABOVE.RISE DHW AND DCW UP TO SERVICE SINK ABOVE.RISE DHW AND DCW UP TO SERVICE SINK ABOVE. 2222 PROVIDE NEW WALL HYDRANT. WATER SUPPLYPROVIDE NEW WALL HYDRANT. WATER SUPPLYPROVIDE NEW WALL HYDRANT. WATER SUPPLYPROVIDE NEW WALL HYDRANT. WATER SUPPLY FROM BELOW.FROM BELOW.FROM BELOW.FROM BELOW. 3333 EXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEW FAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDE BACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICAL STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502. 4444 PROVIDE NEW WORK SINK, STAINLESS-STEELPROVIDE NEW WORK SINK, STAINLESS-STEELPROVIDE NEW WORK SINK, STAINLESS-STEELPROVIDE NEW WORK SINK, STAINLESS-STEEL DROP-IN SINK WITH GOOSENECK FAUCET.DROP-IN SINK WITH GOOSENECK FAUCET.DROP-IN SINK WITH GOOSENECK FAUCET.DROP-IN SINK WITH GOOSENECK FAUCET. PROVIDE ASSOCIATED WATER, WASTE AND VENTPROVIDE ASSOCIATED WATER, WASTE AND VENTPROVIDE ASSOCIATED WATER, WASTE AND VENTPROVIDE ASSOCIATED WATER, WASTE AND VENT PIPING TO SUPPORT NEW SINK.PIPING TO SUPPORT NEW SINK.PIPING TO SUPPORT NEW SINK.PIPING TO SUPPORT NEW SINK. 5555 DROP 4" ORD FROM ABOVE ON WARM SIDE OFDROP 4" ORD FROM ABOVE ON WARM SIDE OFDROP 4" ORD FROM ABOVE ON WARM SIDE OFDROP 4" ORD FROM ABOVE ON WARM SIDE OF INSULATION. EXTEND THROUGH WALL 18" ABOVEINSULATION. EXTEND THROUGH WALL 18" ABOVEINSULATION. EXTEND THROUGH WALL 18" ABOVEINSULATION. EXTEND THROUGH WALL 18" ABOVE FINISHED GRADE TO DOWNSPOUT NOZZLE.FINISHED GRADE TO DOWNSPOUT NOZZLE.FINISHED GRADE TO DOWNSPOUT NOZZLE.FINISHED GRADE TO DOWNSPOUT NOZZLE. 6666 DROP 3" ORD FROM ABOVE ON WARM SIDE OFDROP 3" ORD FROM ABOVE ON WARM SIDE OFDROP 3" ORD FROM ABOVE ON WARM SIDE OFDROP 3" ORD FROM ABOVE ON WARM SIDE OF INSULATION. EXTEND THROUGH WALL 18" ABOVEINSULATION. EXTEND THROUGH WALL 18" ABOVEINSULATION. EXTEND THROUGH WALL 18" ABOVEINSULATION. EXTEND THROUGH WALL 18" ABOVE FINISHED GRADE TO DOWNSPOUT NOZZLE.FINISHED GRADE TO DOWNSPOUT NOZZLE.FINISHED GRADE TO DOWNSPOUT NOZZLE.FINISHED GRADE TO DOWNSPOUT NOZZLE. 7777 RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE.RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE.RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE.RISE 2-1/2" DCW UP TO PLUMBING CHASE ABOVE. SEE 6/PL401 FOR CONTINUATION.SEE 6/PL401 FOR CONTINUATION.SEE 6/PL401 FOR CONTINUATION.SEE 6/PL401 FOR CONTINUATION. 8888 RISE 1/2" DHW AND/OR DCW TO FIXTURE ABOVE.RISE 1/2" DHW AND/OR DCW TO FIXTURE ABOVE.RISE 1/2" DHW AND/OR DCW TO FIXTURE ABOVE.RISE 1/2" DHW AND/OR DCW TO FIXTURE ABOVE. SEE PL102b FOR CONTINUATION.SEE PL102b FOR CONTINUATION.SEE PL102b FOR CONTINUATION.SEE PL102b FOR CONTINUATION. 9999 3/4" DHW/DCW FROM BELOW. SEE SHEET PL100b3/4" DHW/DCW FROM BELOW. SEE SHEET PL100b3/4" DHW/DCW FROM BELOW. SEE SHEET PL100b3/4" DHW/DCW FROM BELOW. SEE SHEET PL100b FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION. 10101010 ROUTE 4" WASTE BELOW SLAB. CONNECT TOROUTE 4" WASTE BELOW SLAB. CONNECT TOROUTE 4" WASTE BELOW SLAB. CONNECT TOROUTE 4" WASTE BELOW SLAB. CONNECT TO EXISTING 4" AT APPROXIMATELY THE LOCATIONEXISTING 4" AT APPROXIMATELY THE LOCATIONEXISTING 4" AT APPROXIMATELY THE LOCATIONEXISTING 4" AT APPROXIMATELY THE LOCATION SHOWN.SHOWN.SHOWN.SHOWN. 11111111 2" WASTE FROM FIXTURE ABOVE.2" WASTE FROM FIXTURE ABOVE.2" WASTE FROM FIXTURE ABOVE.2" WASTE FROM FIXTURE ABOVE. 12121212 CONNECT NEW VENT TO EXISTING VENT.CONNECT NEW VENT TO EXISTING VENT.CONNECT NEW VENT TO EXISTING VENT.CONNECT NEW VENT TO EXISTING VENT. 13131313 SAWCUT FLOOR TO INSTALL NEW WASTE PIPE.SAWCUT FLOOR TO INSTALL NEW WASTE PIPE.SAWCUT FLOOR TO INSTALL NEW WASTE PIPE.SAWCUT FLOOR TO INSTALL NEW WASTE PIPE. CONTRACTOR TO VERIFY EXACT LOCATION OFCONTRACTOR TO VERIFY EXACT LOCATION OFCONTRACTOR TO VERIFY EXACT LOCATION OFCONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING WASTE.EXISTING WASTE.EXISTING WASTE.EXISTING WASTE. 14141414 CONNECT NEW WASTE TO EXISTING WASTE ATCONNECT NEW WASTE TO EXISTING WASTE ATCONNECT NEW WASTE TO EXISTING WASTE ATCONNECT NEW WASTE TO EXISTING WASTE AT APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN. 15151515 RISE 2" DCW AND 1-1/4" DHW UP TO RESTROOMRISE 2" DCW AND 1-1/4" DHW UP TO RESTROOMRISE 2" DCW AND 1-1/4" DHW UP TO RESTROOMRISE 2" DCW AND 1-1/4" DHW UP TO RESTROOM ABOVE.ABOVE.ABOVE.ABOVE. 16161616 DROP 1-1/4" DHW AND ROUTE AS SHOWN.DROP 1-1/4" DHW AND ROUTE AS SHOWN.DROP 1-1/4" DHW AND ROUTE AS SHOWN.DROP 1-1/4" DHW AND ROUTE AS SHOWN. 17171717 RISE 1-1/4" DHW TO FIXTURES ABOVE.RISE 1-1/4" DHW TO FIXTURES ABOVE.RISE 1-1/4" DHW TO FIXTURES ABOVE.RISE 1-1/4" DHW TO FIXTURES ABOVE. 18181818 RISE 1" DCW UP TO FIXTURES ABOVE. DROP 1"RISE 1" DCW UP TO FIXTURES ABOVE. DROP 1"RISE 1" DCW UP TO FIXTURES ABOVE. DROP 1"RISE 1" DCW UP TO FIXTURES ABOVE. DROP 1" DHW AND ROUTE AS SHOWN.DHW AND ROUTE AS SHOWN.DHW AND ROUTE AS SHOWN.DHW AND ROUTE AS SHOWN. 19191919 DROP 6" RD DOWN IN WALL OFFSET BELOW SLABDROP 6" RD DOWN IN WALL OFFSET BELOW SLABDROP 6" RD DOWN IN WALL OFFSET BELOW SLABDROP 6" RD DOWN IN WALL OFFSET BELOW SLAB AND CONNECT TO EXISTING.AND CONNECT TO EXISTING.AND CONNECT TO EXISTING.AND CONNECT TO EXISTING. 20202020 CONNECT 2" ROOF DRAIN TO CANOPY SCUPPER,CONNECT 2" ROOF DRAIN TO CANOPY SCUPPER,CONNECT 2" ROOF DRAIN TO CANOPY SCUPPER,CONNECT 2" ROOF DRAIN TO CANOPY SCUPPER, SEE ARCHITECTURAL DETAIL. DROP 2" ROOF DRAINSEE ARCHITECTURAL DETAIL. DROP 2" ROOF DRAINSEE ARCHITECTURAL DETAIL. DROP 2" ROOF DRAINSEE ARCHITECTURAL DETAIL. DROP 2" ROOF DRAIN DOWN IN WALL TO DOWNSPOUT NOZZLE AT 18"DOWN IN WALL TO DOWNSPOUT NOZZLE AT 18"DOWN IN WALL TO DOWNSPOUT NOZZLE AT 18"DOWN IN WALL TO DOWNSPOUT NOZZLE AT 18" A.F.F. RUN HEAT TRACE IN 2" DRAIN PIPE.A.F.F. RUN HEAT TRACE IN 2" DRAIN PIPE.A.F.F. RUN HEAT TRACE IN 2" DRAIN PIPE.A.F.F. RUN HEAT TRACE IN 2" DRAIN PIPE. SCALE:SCALE:SCALE:SCALE:PL101bPL101bPL101bPL101b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=N=^ob^=_=mirj_fkd=objlabi=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 1111 2222 228E VAULT 228B DCAM 2-D MECHANICAL 228C SCANNER 236 SHEET MUSIC 2-E TECH SERV STORAGE 238 TECH SERVICES 2-G STAIR 2-H ELEV 240 OPEN COMPUTERS 234 LARGE COMPUTER CLASSROOM 228A OFFICE 232 OFFICE 230 OFFICE 228 SPECIAL COLLECTIONS228D ARCHIVE 224 INSTRUCTION 2 222 INSTRUCTION 1 226 PRESS ROOM 2-A STAIR 200 OFFICE 245 I.T. 220 OPEN STUDY 218 STUDY (MED) 216 STUDY (MED) 214 STUDY (MED) 2-B STAIR 212 STUDY (SM) 210 STUDY (SM) 208 STUDY (SM) 204 STUDY (SM) 202 OFFICE 1111 FCUFCUFCUFCU 3333 4444 FSFSFSFS PL401PL401PL401PL401 5555 PPPP----6666 PL401PL401PL401PL401 4444 3/4" DCW3/4" DCW3/4" DCW3/4" DCW 5555 6666 7777 8888 9999 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 2"2"2"2" 2222 FCUFCUFCUFCU 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 3"3"3"3" 245A245A245A245A SACSACSACSAC 245B245B245B245B SACSACSACSAC 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 8888 7777 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL102a Level 02 Area A Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 RISE 1/2" DCW TO FIXTURE ABOVE. SEE PL103aRISE 1/2" DCW TO FIXTURE ABOVE. SEE PL103aRISE 1/2" DCW TO FIXTURE ABOVE. SEE PL103aRISE 1/2" DCW TO FIXTURE ABOVE. SEE PL103a FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION. 2222 PROVIDE AND INSTALL AN ANSUL FM200 “TOTALPROVIDE AND INSTALL AN ANSUL FM200 “TOTALPROVIDE AND INSTALL AN ANSUL FM200 “TOTALPROVIDE AND INSTALL AN ANSUL FM200 “TOTAL FLOOD” CLEAN AGENT FIRE SUPPRESSION SYSTEMFLOOD” CLEAN AGENT FIRE SUPPRESSION SYSTEMFLOOD” CLEAN AGENT FIRE SUPPRESSION SYSTEMFLOOD” CLEAN AGENT FIRE SUPPRESSION SYSTEM WITH AUTOMATIC DETECTION AND CONTROL TOWITH AUTOMATIC DETECTION AND CONTROL TOWITH AUTOMATIC DETECTION AND CONTROL TOWITH AUTOMATIC DETECTION AND CONTROL TO PROTECT THE IDENTIFIED AREA(S) OF THEPROTECT THE IDENTIFIED AREA(S) OF THEPROTECT THE IDENTIFIED AREA(S) OF THEPROTECT THE IDENTIFIED AREA(S) OF THE REMODEL. THE SYSTEM SHALL BE COMPLETEREMODEL. THE SYSTEM SHALL BE COMPLETEREMODEL. THE SYSTEM SHALL BE COMPLETEREMODEL. THE SYSTEM SHALL BE COMPLETE INCLUDING ALL REQUIRED MECHANICAL ANDINCLUDING ALL REQUIRED MECHANICAL ANDINCLUDING ALL REQUIRED MECHANICAL ANDINCLUDING ALL REQUIRED MECHANICAL AND ELECTRICAL INSTALLATION, ALL DETECTION ANDELECTRICAL INSTALLATION, ALL DETECTION ANDELECTRICAL INSTALLATION, ALL DETECTION ANDELECTRICAL INSTALLATION, ALL DETECTION AND CONTROL EQUIPMENT, AGENT STORAGECONTROL EQUIPMENT, AGENT STORAGECONTROL EQUIPMENT, AGENT STORAGECONTROL EQUIPMENT, AGENT STORAGE CONTAINERS WITH FM-200 AGENT, DISCHARGECONTAINERS WITH FM-200 AGENT, DISCHARGECONTAINERS WITH FM-200 AGENT, DISCHARGECONTAINERS WITH FM-200 AGENT, DISCHARGE NOZZLES, PIPE AND FITTINGS, MANUAL RELEASENOZZLES, PIPE AND FITTINGS, MANUAL RELEASENOZZLES, PIPE AND FITTINGS, MANUAL RELEASENOZZLES, PIPE AND FITTINGS, MANUAL RELEASE AND ABORT STATIONS, AUDIBLE AND VISUALAND ABORT STATIONS, AUDIBLE AND VISUALAND ABORT STATIONS, AUDIBLE AND VISUALAND ABORT STATIONS, AUDIBLE AND VISUAL ALARM DEVICES, AUXILIARY DEVICES ANDALARM DEVICES, AUXILIARY DEVICES ANDALARM DEVICES, AUXILIARY DEVICES ANDALARM DEVICES, AUXILIARY DEVICES AND CONTROLS, SHUTDOWNS, ALARM INTERFACE,CONTROLS, SHUTDOWNS, ALARM INTERFACE,CONTROLS, SHUTDOWNS, ALARM INTERFACE,CONTROLS, SHUTDOWNS, ALARM INTERFACE, CAUTION/ADVIDORY SIGNS, FUNCTIONALCAUTION/ADVIDORY SIGNS, FUNCTIONALCAUTION/ADVIDORY SIGNS, FUNCTIONALCAUTION/ADVIDORY SIGNS, FUNCTIONAL CHECKOUT AND TESTING, TRAINING AND ALLCHECKOUT AND TESTING, TRAINING AND ALLCHECKOUT AND TESTING, TRAINING AND ALLCHECKOUT AND TESTING, TRAINING AND ALL OTHER REQUIRED OPERATIONS FOR AOTHER REQUIRED OPERATIONS FOR AOTHER REQUIRED OPERATIONS FOR AOTHER REQUIRED OPERATIONS FOR A FUNCTIONAL UL AND FM APPROVED SYSTEM.FUNCTIONAL UL AND FM APPROVED SYSTEM.FUNCTIONAL UL AND FM APPROVED SYSTEM.FUNCTIONAL UL AND FM APPROVED SYSTEM. 3333 PROTECT EXISTING ROOF DRAIN DURINGPROTECT EXISTING ROOF DRAIN DURINGPROTECT EXISTING ROOF DRAIN DURINGPROTECT EXISTING ROOF DRAIN DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 4444 RO SYSTEM, SEE DETAIL 8/PL501.RO SYSTEM, SEE DETAIL 8/PL501.RO SYSTEM, SEE DETAIL 8/PL501.RO SYSTEM, SEE DETAIL 8/PL501. 5555 CONNECT NEW 2" WASTE TO EXISTING 2" ATCONNECT NEW 2" WASTE TO EXISTING 2" ATCONNECT NEW 2" WASTE TO EXISTING 2" ATCONNECT NEW 2" WASTE TO EXISTING 2" AT APPROXIMATELY WHE LOCATION SHOWN.APPROXIMATELY WHE LOCATION SHOWN.APPROXIMATELY WHE LOCATION SHOWN.APPROXIMATELY WHE LOCATION SHOWN. CONTRACTOR TO VERIFY EXACT LOCATION.CONTRACTOR TO VERIFY EXACT LOCATION.CONTRACTOR TO VERIFY EXACT LOCATION.CONTRACTOR TO VERIFY EXACT LOCATION. 6666 RISE NEW 1-1/2" VENT IN WALL ABOVE. SEERISE NEW 1-1/2" VENT IN WALL ABOVE. SEERISE NEW 1-1/2" VENT IN WALL ABOVE. SEERISE NEW 1-1/2" VENT IN WALL ABOVE. SEE PL103a FOR CONTINUATION.PL103a FOR CONTINUATION.PL103a FOR CONTINUATION.PL103a FOR CONTINUATION. 7777 ROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGH AS POSSIBLE.AS POSSIBLE.AS POSSIBLE.AS POSSIBLE. 8888 RISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITY LINE.LINE.LINE.LINE. 9999 DROP 3/4" CONDENSATE DOWN ON WALL ANDDROP 3/4" CONDENSATE DOWN ON WALL ANDDROP 3/4" CONDENSATE DOWN ON WALL ANDDROP 3/4" CONDENSATE DOWN ON WALL AND ROUTE AS SHOWN. INDIRECT INTO FLOOR SINK.ROUTE AS SHOWN. INDIRECT INTO FLOOR SINK.ROUTE AS SHOWN. INDIRECT INTO FLOOR SINK.ROUTE AS SHOWN. INDIRECT INTO FLOOR SINK. SCALE:SCALE:SCALE:SCALE:PL102aPL102aPL102aPL102a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=^=mirj_fkd=objlabi=mi^k1111 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA 1111 252 STUDY SKILLS 252C STUDY 252D OFFICE 252E OFFICE 252F STORAGE 252G PREP / STORAGE 252B STUDY 252A STUDY 254 OPEN TUTORING 256 WRITING CENTER OPEN TUTORING 260 CLASSROOM 258 CLASSROOM 256C OFFICE 256B OFFICE 256A PREP / STORAGE 264 OFFICE 265 OFFICE 266 STUDY 267 STUDY 268 STUDY 269 STUDY 270 OPEN TUTORING CENTER 270B PREP / STORAGE 270F PREFUNCTION 270E PRE-FUNCTION270D PRE-FUNCTION 270C PRE-FUNCTION 280 TR / COMM.286 ADJUNCT OFFICE 270H STUDY 270J STORAGE288B OFFICE 288 ENGLISH TRANSITION CENTER PPPP----4444 PPPP----6666 PL401PL401PL401PL401 6666 2222 2222 2222 PPPP----6666 PPPP----66663333 4444 5555 5555 5555 4444 5555 2" WASTE2" WASTE2" WASTE2" WASTE PPPP----5555 5555 2-I ELECTRICAL 2-V STAIRS 2-U HALL 278 CLASSROOM 276 CLASSROOM 274 CLASSROOM 272 CLASSROOM 288C OFFICE 288D STUDY 288E STUDY 288F STUDY 288A STUDY 284 WOMEN'S RESTROOM 282 MEN'S RESTROOM 2-R ELEV 2-W HALL 2-P STAIR 299 STOR 288H STORAGE 288G STUDY 280A280A280A280A SACSACSACSAC 280B280B280B280B SACSACSACSAC 66667777 88889999 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL102b Level 02 Area B Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 PROVIDE NEW WORK SINK, STAINLESS-STEELPROVIDE NEW WORK SINK, STAINLESS-STEELPROVIDE NEW WORK SINK, STAINLESS-STEELPROVIDE NEW WORK SINK, STAINLESS-STEEL DROP-IN SINK WITH GOOSENECK FAUCET.DROP-IN SINK WITH GOOSENECK FAUCET.DROP-IN SINK WITH GOOSENECK FAUCET.DROP-IN SINK WITH GOOSENECK FAUCET. PROVIDE ASSOCIATED WATER, WASTE AND VENTPROVIDE ASSOCIATED WATER, WASTE AND VENTPROVIDE ASSOCIATED WATER, WASTE AND VENTPROVIDE ASSOCIATED WATER, WASTE AND VENT PIPING TO SUPPORT NEW SINK.PIPING TO SUPPORT NEW SINK.PIPING TO SUPPORT NEW SINK.PIPING TO SUPPORT NEW SINK. 2222 DROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OF INSULATION. CONTRACTOR TO COORDINATEINSULATION. CONTRACTOR TO COORDINATEINSULATION. CONTRACTOR TO COORDINATEINSULATION. CONTRACTOR TO COORDINATE CORE DRILLING WITH WAFFLE SLAB.CORE DRILLING WITH WAFFLE SLAB.CORE DRILLING WITH WAFFLE SLAB.CORE DRILLING WITH WAFFLE SLAB. 3333 CONNECT NEW VENT TO EXISTING VENT.CONNECT NEW VENT TO EXISTING VENT.CONNECT NEW VENT TO EXISTING VENT.CONNECT NEW VENT TO EXISTING VENT. 4444 DROP WASTE DOWN IN WALL. SEE PL101b FORDROP WASTE DOWN IN WALL. SEE PL101b FORDROP WASTE DOWN IN WALL. SEE PL101b FORDROP WASTE DOWN IN WALL. SEE PL101b FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 5555 1/2" DCW/DHW FROM BELOW. SEE PL101b FOR1/2" DCW/DHW FROM BELOW. SEE PL101b FOR1/2" DCW/DHW FROM BELOW. SEE PL101b FOR1/2" DCW/DHW FROM BELOW. SEE PL101b FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 6666 RISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITY CONDENSATE DRAIN LINE.CONDENSATE DRAIN LINE.CONDENSATE DRAIN LINE.CONDENSATE DRAIN LINE. 7777 ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE.ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE.ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE.ROUTE 3/4" CONDENSATE AS HIGH AS POSSIBLE. 8888 DROP 3/4" CONDENSATE DOWN IN WALL ANDDROP 3/4" CONDENSATE DOWN IN WALL ANDDROP 3/4" CONDENSATE DOWN IN WALL ANDDROP 3/4" CONDENSATE DOWN IN WALL AND CONNECT TO TAIL PIECE OF DRINKING FOUNTAIN.CONNECT TO TAIL PIECE OF DRINKING FOUNTAIN.CONNECT TO TAIL PIECE OF DRINKING FOUNTAIN.CONNECT TO TAIL PIECE OF DRINKING FOUNTAIN. 9999 EXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEW FAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDE BACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICAL STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502. SCALE:SCALE:SCALE:SCALE:PL102bPL102bPL102bPL102b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=O=^ob^=_=mirj_fkd=objlabi=mi^k1111 1111 GGGG JJJJ LLLL MMMM NNNN PPPP QQQQ EEEE CCCC 2222 3333 4444 5555 340 STUDY (SM) 338 STUDY (SM) 336 STUDY (SM) 334 STUDY (SM) 332 STUDY (SM) 330 STUDY (SM) 324B ELECTRICAL 324A MAC EQUIP 322 OFFICE 324 MAC LAB 326 STUDY (LG) 328 STUDY (LG) 342 ( QUIET ) OPEN STUDY 320 STUDY (SM) 318 STUDY (SM) 316 STUDY (SM) 314 STUDY (SM) 300 JUVENILE 312 OFFICE 310 OFFICE 3-D MECH 308 ELECTRICAL 306 STORAGE 304 STUDY (MED) 302 STUDY (MED) - Bridge Connection 3-A BRIDGE CONNECTION 3-B STAIR 1 382 TEST RM 380 TEST RM 376 Janitors Closet 372 TEST RM 370 TEST RM 360 TEST RM 358 TEST RM 356 TEST RM 364 ELEC 352 STORAGE 350 TEST RM 362 OPEN STUDY 348 TEST RM 346 TEST RM 344 FAMILY STUDY 3-E MECH CHASE 1111 1111 PL402PL402PL402PL402 1111 2222 PPPP----6666 PL402PL402PL402PL402 2222 1" DHW1" DHW1" DHW1" DHW 1 1/4" DHW1 1/4" DHW1 1/4" DHW1 1/4" DHW 6666 5555 3333 4444 1 1/4" DCW1 1/4" DCW1 1/4" DCW1 1/4" DCW 3"3"3"3" 3333 FCUFCUFCUFCU 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 1111 1111 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL103a Level 03 Area A Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set KEY PLAN A B ao^tfkd=klqbp 0000555510101010 10101010 20202020 NOTE # DESCRIPTION 1111 PROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 2222 RISE 2" VENT UP. INCREASE TO 3" VENT THROUGHRISE 2" VENT UP. INCREASE TO 3" VENT THROUGHRISE 2" VENT UP. INCREASE TO 3" VENT THROUGHRISE 2" VENT UP. INCREASE TO 3" VENT THROUGH ROOF.ROOF.ROOF.ROOF. 3333 ROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGHROUTE 3/4" GRAVITY CONDENSATE LINE AS HIGH AS POSSIBLE.AS POSSIBLE.AS POSSIBLE.AS POSSIBLE. 4444 RISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITYRISE PUMPED CONDENSATE UP TO 3/4" GRAVITY LINE.LINE.LINE.LINE. 5555 1-1/2" VENT FROM BELOW. ROUTE AS SHOWN.1-1/2" VENT FROM BELOW. ROUTE AS SHOWN.1-1/2" VENT FROM BELOW. ROUTE AS SHOWN.1-1/2" VENT FROM BELOW. ROUTE AS SHOWN. 6666 CONNECT NEW 1-1/2" VENT TO EXISTING VTR.CONNECT NEW 1-1/2" VENT TO EXISTING VTR.CONNECT NEW 1-1/2" VENT TO EXISTING VTR.CONNECT NEW 1-1/2" VENT TO EXISTING VTR. SCALE:SCALE:SCALE:SCALE:PL103aPL103aPL103aPL103a 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ibsbi=P=^ob^=^=mirj_fkd=objlabi=mi^k1111 RD RD RD RD RD (E)4"RD (E)4"RD(E)4"RD (E)4"RD (E)4"RD (E)4"RD (E)4"RD (E)4"RD (E)4"RD (E)4"(E)5" (E)4" (E)4" (E)5" (E)4" (E)4" (E)4" (E)4" (E)4"RD (E)4"(E)5" (E)4"RD 16161616151515151414141413131313121212121111111110101010999988887777 KKKK HHHH FFFF DDDD BBBB AAAA (E)ORD(E)ORD(E)ORD(E)ORD (E)ORD(E)ORD(E)ORD(E)ORD 3" ORD3" ORD3" ORD3" ORD (E)ORD(E)ORD(E)ORD(E)ORD 4" ORD4" ORD4" ORD4" ORD 3" ORD3" ORD3" ORD3" ORD (E)ORD(E)ORD(E)ORD(E)ORD 3" ORD3" ORD3" ORD3" ORD (E)ORD(E)ORD(E)ORD(E)ORD (E)ORD(E)ORD(E)ORD(E)ORD 3" ORD3" ORD3" ORD3" ORD 3" ORD3" ORD3" ORD3" ORD 4" ORD4" ORD4" ORD4" ORD (E)ORD(E)ORD(E)ORD(E)ORD (E)ORD(E)ORD(E)ORD(E)ORD (E)ORD(E)ORD(E)ORD(E)ORD (E)ORD(E)ORD(E)ORD(E)ORD (E)ORD(E)ORD(E)ORD(E)ORD 3333 1111 1111 2222 2222 2222 1111 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 3" ORD3" ORD3" ORD3" ORD 3" ORD3" ORD3" ORD3" ORD 3" ORD3" ORD3" ORD3" ORD 4" ORD4" ORD4" ORD4" ORD 3" ORD3" ORD3" ORD3" ORD 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE 23 GPM23 GPM23 GPM23 GPM 1700 SQ. FT.1700 SQ. FT.1700 SQ. FT.1700 SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE ollc=ao^fk=abpfdk=klqbp DESIGN RAINFALL RATE 1.3"/HRDESIGN RAINFALL RATE 1.3"/HRDESIGN RAINFALL RATE 1.3"/HRDESIGN RAINFALL RATE 1.3"/HR XX GPMXX GPMXX GPMXX GPM XX SQ. FT.XX SQ. FT.XX SQ. FT.XX SQ. FT. 2% SLOPE2% SLOPE2% SLOPE2% SLOPE DESIGN GALLONS PER MINUTEDESIGN GALLONS PER MINUTEDESIGN GALLONS PER MINUTEDESIGN GALLONS PER MINUTE DESIGN ROOF DRAIN AREA (SQ. FT.)DESIGN ROOF DRAIN AREA (SQ. FT.)DESIGN ROOF DRAIN AREA (SQ. FT.)DESIGN ROOF DRAIN AREA (SQ. FT.) MINIMUM DESIGN PIPE SLOPEMINIMUM DESIGN PIPE SLOPEMINIMUM DESIGN PIPE SLOPEMINIMUM DESIGN PIPE SLOPE 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL103b Roof Level Area B Plumbing Remodel Plan 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set ao^tfkd=klqbp 0000555510101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE:PL103bPL103bPL103bPL103b 1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0" ollc=ibsbi=^ob^=_=mirj_fkd=objlabi=mi^k1111 NOTE # DESCRIPTION 1111 PROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURINGPROTECT EXISTING ROOF DRAINS DURING CONSTRUCTION.CONSTRUCTION.CONSTRUCTION.CONSTRUCTION. 2222 DROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OF INSULATION. CONTRACTOR TO COORDINATE COREINSULATION. CONTRACTOR TO COORDINATE COREINSULATION. CONTRACTOR TO COORDINATE COREINSULATION. CONTRACTOR TO COORDINATE CORE DRILLING WITH WAFFLE SLAB.DRILLING WITH WAFFLE SLAB.DRILLING WITH WAFFLE SLAB.DRILLING WITH WAFFLE SLAB. 3333 CONTRACTOR TO COORDINATE CORE DRILLINGCONTRACTOR TO COORDINATE CORE DRILLINGCONTRACTOR TO COORDINATE CORE DRILLINGCONTRACTOR TO COORDINATE CORE DRILLING WITH WAFFLE SLAB.WITH WAFFLE SLAB.WITH WAFFLE SLAB.WITH WAFFLE SLAB. EEEE PPPP----2222 PPPP----3333 PPPP----2222 PPPP----1111 PPPP----1111 PPPP----1111PPPP----1111 WHAWHAWHAWHA----CCCC 014 WOMEN'S RR 015 MEN'S RR 11111111 2222 PPPP----6666 10101010 12121212 2"2"2"2" JJJJ 5555 144 FAMILY RR 146 MENS 148 WOMENS 147 JANITORS OFFICE PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----6666 11111111 3333 WHAWHAWHAWHA----CCCC PPPP----1A1A1A1APPPP----2A2A2A2A 144A RESTROOM VESTIBULE 13131313 16161616 14141414 10101010 1 1/2"1 1/2"1 1/2"1 1/2" 1 1/4"1 1/4"1 1/4"1 1/4" 2222 22223"3"3"3" 1 1/2"1 1/2"1 1/2"1 1/2" 8888 FDFDFDFD 3/4" COND.3/4" COND.3/4" COND.3/4" COND. PPPP----5555 22222222 99998888 KKKK HHHH PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----2222 PPPP----2222 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 WHWHWHWH 154 MEN'S RESTROOM 152 WOMEN'S RESTROOM 1111 1111 4444 2222 2222 2 1/2" DCW2 1/2" DCW2 1/2" DCW2 1/2" DCW WHAWHAWHAWHA----CCCC 10101010 2"2"2"2" WHAWHAWHAWHA----BBBB 1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4" 18181818 19191919 2 1/2" DCW2 1/2" DCW2 1/2" DCW2 1/2" DCW 1818181818181818 19191919 1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4" 1"1"1"1" GGGG JJJJ 5555 PPPP----2222 PPPP----2222 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 1 1/4" DHW1 1/4" DHW1 1/4" DHW1 1/4" DHW 3" DCW3" DCW3" DCW3" DCW 242 ELECTRICAL ROOM 247 MEN'S RESTROOM 248 WOMEN'S RESTROOM 1111 1111 5555 WHAWHAWHAWHA----CCCC PPPP----5A5A5A5A 249 JANITOR'S CLOSET 1515151510101010 17171717 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 8888 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 3"3"3"3" 22222222 3/4" COND.3/4" COND.3/4" COND.3/4" COND. 20202020 21212121 11111111 KKKK HHHH PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----3333 PPPP----3333 282 MEN'S RESTROOM 284 WOMEN'S RESTROOM 1111 1111 6666 2222 WHAWHAWHAWHA----BBBBWHAWHAWHAWHA----CCCC 2222 1/2" DCW1/2" DCW1/2" DCW1/2" DCW 10101010 10101010 6" RD6" RD6" RD6" RD 11111111 19191919 19191919 1 1/4" DHW1 1/4" DHW1 1/4" DHW1 1/4" DHW 2"2"2"2"2 1/2"2 1/2"2 1/2"2 1/2" 1"1"1"1" 1" DCW1" DCW1" DCW1" DCW 1 1/4"1 1/4"1 1/4"1 1/4" 4" ORD4" ORD4" ORD4" ORD CCCC 5555 PPPP----4444 PPPP----2A2A2A2A PPPP----1A1A1A1A WCOWCOWCOWCO7777 9999 7777 7777 243 MOTHERS 244 FAMILY RR 2-J MECH CHASE FDFDFDFD----1111 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL401 Enlarged Plumbing Remodel Plans 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=MM=^ob^=^=bki^odba mirj_fkd=objlabi=mi^k1111 SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=N=^ob^=^=bki^odba mirj_fkd=objlabi=mi^k2222 SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=N=^ob^=_=bki^odba mirj_fkd=objlabi=mi^k3333 SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=O=^ob^=^=bki^odba mirj_fkd=objlabi=mi^k5555 SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=O=^ob^=_=bki^odba mirj_fkd=objlabi=mi^k6666 NOTE # DESCRIPTION 1111 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. PROVIDE NEW FLUSH VALVES,CONSTRUCTION. PROVIDE NEW FLUSH VALVES,CONSTRUCTION. PROVIDE NEW FLUSH VALVES,CONSTRUCTION. PROVIDE NEW FLUSH VALVES, FAUCETS AND TRIM.FAUCETS AND TRIM.FAUCETS AND TRIM.FAUCETS AND TRIM. 2222 DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0"DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0"DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0"DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0" OF LAVATORY.OF LAVATORY.OF LAVATORY.OF LAVATORY. 3333 RISE 3" DCW 1-1/4" DHW & 1" DHWR TO LEVELRISE 3" DCW 1-1/4" DHW & 1" DHWR TO LEVELRISE 3" DCW 1-1/4" DHW & 1" DHWR TO LEVELRISE 3" DCW 1-1/4" DHW & 1" DHWR TO LEVEL ABOVE. SEE 5/PL401 FOR CONTINUATION.ABOVE. SEE 5/PL401 FOR CONTINUATION.ABOVE. SEE 5/PL401 FOR CONTINUATION.ABOVE. SEE 5/PL401 FOR CONTINUATION. 4444 PROVIDE NEW WALL HYDRANT. WATER SUPPLYPROVIDE NEW WALL HYDRANT. WATER SUPPLYPROVIDE NEW WALL HYDRANT. WATER SUPPLYPROVIDE NEW WALL HYDRANT. WATER SUPPLY FROM BELOW.FROM BELOW.FROM BELOW.FROM BELOW. 5555 CONTINUE RISE OF 3" DCW, 1-1/4" DHW AND 1"CONTINUE RISE OF 3" DCW, 1-1/4" DHW AND 1"CONTINUE RISE OF 3" DCW, 1-1/4" DHW AND 1"CONTINUE RISE OF 3" DCW, 1-1/4" DHW AND 1" DHWR TO LEVEL ABOVE. SEE 1/PL402 FORDHWR TO LEVEL ABOVE. SEE 1/PL402 FORDHWR TO LEVEL ABOVE. SEE 1/PL402 FORDHWR TO LEVEL ABOVE. SEE 1/PL402 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 6666 DROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OFDROP ROOF DRAIN ON WARM SIDE OF INSULATION. CONTRACTOR TO COORDINATE COREINSULATION. CONTRACTOR TO COORDINATE COREINSULATION. CONTRACTOR TO COORDINATE COREINSULATION. CONTRACTOR TO COORDINATE CORE DRILLING WITH WAFFLE SLAB.DRILLING WITH WAFFLE SLAB.DRILLING WITH WAFFLE SLAB.DRILLING WITH WAFFLE SLAB. 7777 DHW AND/OR DCW FROM BELOW. SEE PL101aDHW AND/OR DCW FROM BELOW. SEE PL101aDHW AND/OR DCW FROM BELOW. SEE PL101aDHW AND/OR DCW FROM BELOW. SEE PL101a FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION. 8888 DROP 3/4" CONDENSATE DOWN IN WALL. EXTENDDROP 3/4" CONDENSATE DOWN IN WALL. EXTENDDROP 3/4" CONDENSATE DOWN IN WALL. EXTENDDROP 3/4" CONDENSATE DOWN IN WALL. EXTEND THROUGH WALL TO INDIRECT INTO SERVICE SINK.THROUGH WALL TO INDIRECT INTO SERVICE SINK.THROUGH WALL TO INDIRECT INTO SERVICE SINK.THROUGH WALL TO INDIRECT INTO SERVICE SINK. TERMINATE 1" ABOVE SERVICE SINK RIM TOTERMINATE 1" ABOVE SERVICE SINK RIM TOTERMINATE 1" ABOVE SERVICE SINK RIM TOTERMINATE 1" ABOVE SERVICE SINK RIM TO PROVIDE AIR GAP.PROVIDE AIR GAP.PROVIDE AIR GAP.PROVIDE AIR GAP. 9999 RISE 2" VENT UP. SEE PL103a FORRISE 2" VENT UP. SEE PL103a FORRISE 2" VENT UP. SEE PL103a FORRISE 2" VENT UP. SEE PL103a FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 10101010 CONNECT NEW VENT TO EXISTING.CONNECT NEW VENT TO EXISTING.CONNECT NEW VENT TO EXISTING.CONNECT NEW VENT TO EXISTING. 11111111 DROP WASTE DOWN IN WALL SEE PL101b FORDROP WASTE DOWN IN WALL SEE PL101b FORDROP WASTE DOWN IN WALL SEE PL101b FORDROP WASTE DOWN IN WALL SEE PL101b FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. 12121212 SAW CUT FLOOR AND ROUTE NEW WASTE ASSAW CUT FLOOR AND ROUTE NEW WASTE ASSAW CUT FLOOR AND ROUTE NEW WASTE ASSAW CUT FLOOR AND ROUTE NEW WASTE AS SHOWN. CONNECT TO EXISTING WASTE ATSHOWN. CONNECT TO EXISTING WASTE ATSHOWN. CONNECT TO EXISTING WASTE ATSHOWN. CONNECT TO EXISTING WASTE AT APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN.APPROXIMATELY THE LOCATION SHOWN. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONCONTRACTOR TO FIELD VERIFY EXACT LOCATIONCONTRACTOR TO FIELD VERIFY EXACT LOCATIONCONTRACTOR TO FIELD VERIFY EXACT LOCATION OF EXISTING WASTE AND DIRECTION OF FLOW.OF EXISTING WASTE AND DIRECTION OF FLOW.OF EXISTING WASTE AND DIRECTION OF FLOW.OF EXISTING WASTE AND DIRECTION OF FLOW. 13131313 RISE 3/4" DCW TO FIXTURES ABOVE.RISE 3/4" DCW TO FIXTURES ABOVE.RISE 3/4" DCW TO FIXTURES ABOVE.RISE 3/4" DCW TO FIXTURES ABOVE. 14141414 CONNECT NEW 3" WASTE FROM ABOVE TOCONNECT NEW 3" WASTE FROM ABOVE TOCONNECT NEW 3" WASTE FROM ABOVE TOCONNECT NEW 3" WASTE FROM ABOVE TO EXISTING WASTE AT APPROXIMATELY THEEXISTING WASTE AT APPROXIMATELY THEEXISTING WASTE AT APPROXIMATELY THEEXISTING WASTE AT APPROXIMATELY THE LOCATION SHOWN.LOCATION SHOWN.LOCATION SHOWN.LOCATION SHOWN. 15151515 3" WASTE FROM ABOVE. CONNECT 3" WASTE AND3" WASTE FROM ABOVE. CONNECT 3" WASTE AND3" WASTE FROM ABOVE. CONNECT 3" WASTE AND3" WASTE FROM ABOVE. CONNECT 3" WASTE AND DROP TO LEVEL ONE.DROP TO LEVEL ONE.DROP TO LEVEL ONE.DROP TO LEVEL ONE. 16161616 DROP 3" WASTE DOWN AND CONNECT TODROP 3" WASTE DOWN AND CONNECT TODROP 3" WASTE DOWN AND CONNECT TODROP 3" WASTE DOWN AND CONNECT TO EXISTING 6" WASTE.EXISTING 6" WASTE.EXISTING 6" WASTE.EXISTING 6" WASTE. 17171717 3/4" DCW FROM BELOW. CONTINUE 1/2" DCW UP3/4" DCW FROM BELOW. CONTINUE 1/2" DCW UP3/4" DCW FROM BELOW. CONTINUE 1/2" DCW UP3/4" DCW FROM BELOW. CONTINUE 1/2" DCW UP TO FIXTURE ABOVE.TO FIXTURE ABOVE.TO FIXTURE ABOVE.TO FIXTURE ABOVE. 18181818 DHW AND/OR DCW FROM TUNNEL BELOW.DHW AND/OR DCW FROM TUNNEL BELOW.DHW AND/OR DCW FROM TUNNEL BELOW.DHW AND/OR DCW FROM TUNNEL BELOW. 19191919 DHW AND DCW TO BE RAN IN WALL SPACE.DHW AND DCW TO BE RAN IN WALL SPACE.DHW AND DCW TO BE RAN IN WALL SPACE.DHW AND DCW TO BE RAN IN WALL SPACE. 20202020 DROP 3/4" CONDENSATE DOWN IN SHAFT TODROP 3/4" CONDENSATE DOWN IN SHAFT TODROP 3/4" CONDENSATE DOWN IN SHAFT TODROP 3/4" CONDENSATE DOWN IN SHAFT TO EXISTING HUB DRAIN. PROVIDE A 1" AIR GAP.EXISTING HUB DRAIN. PROVIDE A 1" AIR GAP.EXISTING HUB DRAIN. PROVIDE A 1" AIR GAP.EXISTING HUB DRAIN. PROVIDE A 1" AIR GAP. 21212121 PROVIDE BACKFLOW PREVENTER AND PRV FORPROVIDE BACKFLOW PREVENTER AND PRV FORPROVIDE BACKFLOW PREVENTER AND PRV FORPROVIDE BACKFLOW PREVENTER AND PRV FOR CHEMICAL STATION, SEE DETAIL 9/PL502.CHEMICAL STATION, SEE DETAIL 9/PL502.CHEMICAL STATION, SEE DETAIL 9/PL502.CHEMICAL STATION, SEE DETAIL 9/PL502. 22222222 EXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEW FAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDE BACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICAL STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502. ao^tfkd=klqbp 00002.52.52.52.55555 5555 10101010 00002.52.52.52.55555 5555 10101010 00002.52.52.52.55555 5555 10101010 00002.52.52.52.55555 5555 10101010 00002.52.52.52.55555 5555 10101010 SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL401 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=O=^ob^=^=bki^odba mirj_fkd=objlabi=mi^k4444 00002.52.52.52.55555 5555 10101010 JJJJ 5555 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----2222 PPPP----1111 PPPP----1111 PPPP----1111 PPPP----3333 PPPP----3333 PPPP----3333 PPPP----2222 PPPP----2222 PPPP----6666 3" DCW3" DCW3" DCW3" DCW 1 1/4" DHW1 1/4" DHW1 1/4" DHW1 1/4" DHW 366 WOMENS 368 MENS WHAWHAWHAWHA----CCCC PPPP----2222 PPPP----3333 3333 2222 1111 1111 2222 376 Janitors Closet 1" DHW1" DHW1" DHW1" DHW 4444 5555 6666 3/4" COND.3/4" COND.3/4" COND.3/4" COND. PPPP----5555 7777 EEEE 5555 PPPP----4444 PPPP----2A2A2A2A PPPP----6A6A6A6A PPPP----1A1A1A1A FCOFCOFCOFCO 344A MOTHERS ROOM 344B RESTROOM 344 FAMILY STUDY 1 1/4"1 1/4"1 1/4"1 1/4" WHAWHAWHAWHA----AAAA FDFDFDFD----1111 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL402 Enlarged Plumbing Remodel Plans 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set 00002.52.52.52.55555 5555 10101010 00002.52.52.52.55555 5555 10101010 SCALE:SCALE:SCALE:SCALE:PL402PL402PL402PL402 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=P=^ob^=^=bki^odba mirj_fkd=objlabi=mi^k1111 SCALE:SCALE:SCALE:SCALE:PL402PL402PL402PL402 1/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0" ibsbi=P=^ob^=^=bki^odba mirj_fkd=objlabi=mi^k2222 ao^tfkd=klqbp NOTE # DESCRIPTION 1111 EXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORYEXISTING WATER CLOSET, URINAL AND LAVATORY FIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURINGFIXTURES TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION. PROVIDE NEW FLUSH VALVES,CONSTRUCTION. PROVIDE NEW FLUSH VALVES,CONSTRUCTION. PROVIDE NEW FLUSH VALVES,CONSTRUCTION. PROVIDE NEW FLUSH VALVES, FAUCETS AND TRIM.FAUCETS AND TRIM.FAUCETS AND TRIM.FAUCETS AND TRIM. 2222 DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0"DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0"DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0"DROP DHW LOOP DOWN IN WALL TO WITHIN 2'-0" OF LAVATORY.OF LAVATORY.OF LAVATORY.OF LAVATORY. 3333 3" DCW, 1-1/4" DHW AND 1" DHWR FROM BELOW.3" DCW, 1-1/4" DHW AND 1" DHWR FROM BELOW.3" DCW, 1-1/4" DHW AND 1" DHWR FROM BELOW.3" DCW, 1-1/4" DHW AND 1" DHWR FROM BELOW. ROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN. 4444 DROP 3/4" CONDENSATE DOWN IN WALL. EXTENDDROP 3/4" CONDENSATE DOWN IN WALL. EXTENDDROP 3/4" CONDENSATE DOWN IN WALL. EXTENDDROP 3/4" CONDENSATE DOWN IN WALL. EXTEND THROUGH WALL TO INDIRECT INTO SERVICE SINK.THROUGH WALL TO INDIRECT INTO SERVICE SINK.THROUGH WALL TO INDIRECT INTO SERVICE SINK.THROUGH WALL TO INDIRECT INTO SERVICE SINK. TERMINATE 1" ABOVE SERVICE SINK RIM TOTERMINATE 1" ABOVE SERVICE SINK RIM TOTERMINATE 1" ABOVE SERVICE SINK RIM TOTERMINATE 1" ABOVE SERVICE SINK RIM TO PROVIDE AIR GAP.PROVIDE AIR GAP.PROVIDE AIR GAP.PROVIDE AIR GAP. 5555 DROP 3" WASTE DOWN TO LEVEL 2. SEE PL401DROP 3" WASTE DOWN TO LEVEL 2. SEE PL401DROP 3" WASTE DOWN TO LEVEL 2. SEE PL401DROP 3" WASTE DOWN TO LEVEL 2. SEE PL401 FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION. 6666 1/2" DCW FROM BELOW.1/2" DCW FROM BELOW.1/2" DCW FROM BELOW.1/2" DCW FROM BELOW. 7777 EXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEWEXISTING MOP SINK TO REMAIN. PROVIDE NEW FAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDEFAUCET AND WATER SUPPLY PIPING. PROVIDE BACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICALBACKFLOW PREVENTER AND PRV FOR CHEMICAL STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502.STATION, SEE DETAIL 9/PL502. 180° ASSE 175 1013 FPSI 180°ASSE 175 1013F PSI 2012 5 PIPE DIAMETERS10 PIPE DIAMETERS 0 -200 PSI GAUGE 0 -200 PSI GAUGE (ROL SEAL BY CLAVAL) PRV SET FOR 70 PSI (ROL SEAL BY CLAVAL) PRV SET FOR 75 PSI W/ CAP AND CHAIN 3/4" HOSE CONNECTOR 3/4" DRAIN VALVE 3"2" 2" 2" 2" 2" 2"X2"X2" TEE2"X2"X2" TEE N.C. VALVE 3" BUTTERFLY SHUT-OFF VALVE, TYPICAL OF 2. INLINE TURBINE METER TO BUILDING 3" 2"2" SEE SHEET M1607 FOR CONTROL POINT REFERENCE MINIMUMMINIMUM W/LOCK N.C. VALVE W/LOCK 3" 3" 4" TO 3" REDUCER. PRINCIPLE BACKFLOW 2" REDUCED PRESSURE PREVENTER PRINCIPLE BACKFLOW 2" REDUCED PRESSURE PREVENTER EXTEND TO DRAIN EXTEND TO DRAIN 3" TYPICAL 3" TO 2" REDUCER, TYPICAL 3" TO 2" REDUCER, TYPICAL 3" TO 2" REDUCER, 2"2" CLAMPS WELDED STEEL WALL BRACKET ROD CINCH ANCHORS THRU-BOLT ADJUSTABLE PIPE STAND ANGLE TURNBUCKLE U-BOLT STRAP STEEL EYE BOLTS STEEL PLATE BLOCK WALL CLAMP STEEL CLEVIS LOCK NUT C- WALL BRACKET STEEL OFFSET U-BOLTS CI N C H A N C H O R S 1/8"x1" RESTRAINING STRAP ROD PIPE CLAMP I-BEAM EYE BOLT TURNBUCKLE ANCHOR ROD ANGLE U-BOLTS ANCHOR LA G B O L T S O R THIS IS REPRESENTED SINK OR DRAIN PIPE TO NEAREST FLOOR BY THIS SYMBOL BFP BOLTS ON 9" CENTERS. LONG WITH FOUR ANCHOR SIDES OF PIPE. 3'-0" 3/8" CHANNEL BOTH AND BOLT TO FLANGE BETWEEN CHANNELS WELD ANGLE IRON PIPE FLANGE "LINK-SEAL" (TM) TYPE WALL WALL SLEEVE, MODEL WS EXISTING CONCRETE WALL. PROVIDE SLEEVE THROUGH CONCRETE WALL STRUCTURE "LINK-SEAL" (TM) TYPE WALL PENETRATION SEAL 20 GUAGE PROTECTIVE SHEILD FEET OF ANY AIR HANDLER CONNECTING TO AND WITHIN 10 SPRING VIBRATION ISOLATORS PIPING INSULATION CLEVIS ASSEMBLY HANGER ROD - SEE SPECIFICATION FOR SIZE FOR ADDITIONAL SEE SHEET S5.2c DETAILS NOTE: INSTALL ON ALL PIPING OF 2 TRUSSES MUST SPAN MINIMUM UNISTRUT P-1000 TRUSS OR 'TJI' BOTTOM CHORD OF UNISTRUT NUT WITH SPRING GALVANIZED PROTECTION SHIELD. 360 DEG. COVERAGE/ENCASEMENT 16 GAGE MINIMUM (TYP.) HIGH DENSITY CALSIUM SILICATE INSULATION INSERT 360 DEG. COVERAGE/ENCASEMENT. STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE PIPING EXPOSED TO VIEWCONCEALED PIPING TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER PIPE AND INSULATION TO BE CENTERED IN SLEEVE-DO NOT SUPPORT PIPE FROM SLEEVE INTERIOR WALLS 2X6 BLOCKING IN WALL FOR WATER LINE SUPPORT. PLUMBING FIXTURE ESCUTCHEON RING PIPING TO 15101 WALL STUDS 15105 3/4" DCW 3/4" BALL VALVE 3/8" TUBING RO UNIT WITH PRE-FILTERS 3/8" DRAIN TUBING 6 GALLON PRESSURE TANK ROOM HUMIDIFIER, SEE MECHANICAL 3/8" RO TUBING 3/8" CONDENSATE DRAIN TUBING, EXTEND TO FLOOR SINK CONDENSATE RECEIVER, LITTLE GIANT MODEL VCMA-20. PROVIDE SHELF AND MOUNT AS HIGH AS POSSIBLE NEAR HUMIDIFIER UNIT. SILICONE WH 18" A.F.G.WALL CLAMP BALL VALVE, INSTALL IN ACCESSIBLE LOCATION. EXTERIOR WALL, SEE ARCHITECTURAL FOR WALL THICKNESS. ROUTE SUPPLY PIPE WITHIN WALL ON INTERIOR OF BUILDING TO PROTECT FROM FREEZING. SEE PLAN. GENERAL INSTALLATION NOTES: INSTALL WALL HYDRANT (WH) PER MANUFACTURERS WRITTEN INSTRUCTIONS TO ENSURE PROPER CONNECTION AND DRAINAGE OF FIXTURE. 3/4" DCW CLEANOUT TO GRADE (COTG)FLOOR CLEANOUT (FCO) 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE LENGTH TO SUIT CAST IRON WASTE LINE, 1/8" CAST IRON BEND WASTE LINE CAST IRON WASTE LINE, LENGTH TO SUIT 1/8" CAST IRON BEND OCCURS AT END OF LINE 1/8" BEND IF CLEANOUT WASTE LINE COVER. TOP OF COVER CLEANOUT AND ACCESS TO BE FLUSH W/ TOP OF FLOOR FLOOR LINE FINISH GRADE BRASS CLEANOUT PLUG W/ COUNTER SUNK HEAD. TROWEL SMOOTH AND EDGE. 16" SQUARE CONCRETE PAD STAINLESS STEEL INCREASE VENT SIZE BEFORE ROOF STRUCTURE ONE SIZE LARGER NO HUB BAND NO HUB BAND STAINLESS STEEL RIGID INSULATION GRINNELL FIG. 262 STEEL PIPE STRAP SEE PLANS FOR STEEL ANGLE (TYPICAL) 2"x2"x1/4" (TYPICAL) CONTINUATION ROOFING (EPDM) ROOF STRUCTURE WELD TO STRUCTURE LAP SEALANT 2' - 0 " MI N I M U M (NON-ACOUSTICAL) SEALANT EXTENSION VENT PIPE VENT 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL501 Plumbing Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 _rfiafkd=t^qbo=bkqov=abq^fi1111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 qvmf`^i=mfmb=prmmloqp=abq^fi2222 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 qvmf`^i=_^`hcilt=mobsbkqbo=abq^fi3333 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 mfmb=bkqov=^q=`lk`obqb=t^ii=abq^fi4444 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 mfmb=e^kdbo=abq^fi5555 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 t^ii=mbkbqo^qflk=abq^fi6666 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 mfmb=prmmloq=abq^fi7777 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 ol=^ka=erjfafcfbo=cilt=abq^fi8888 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 t^ii=evao^kq=abq^fi9999 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 `ib^klrq=abq^fip11111111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL501PL501PL501PL501 sbkq=qeolrde=ollc=abq^fi10101010 REFERENCE ARCHITECTURAL 24" MIN. TYPICAL. TYPICAL. ROOF INSULATION AND MEMBRANE. DRAWINGS. RE: ARCHITECTURAL UNDER DECK CLAMP, CLAMPING RING, ollc=ao^fk TYPICAL. NO-HUB COUPLING, PIPE ROOF DECK, SEE ARCHITECTURAL DRAWINGS, TYPICAL. 2" HIGH SECONDARY DRAIN DRAWINGS. AND MEMBRANE. ROOF INSULATION RE: ARCHITECTURAL pb`lka^ov=ollc=ao^fk TYPICAL. ROOF DRAIN DOME, CAST IRON OR ALUMINUM CEILING STRUCTURE LAVATORY 3/4" 1/2" 1/2"2'-0" MAX. DHW DHWR DCW PIPING IN WALL FLOOR THERMOSTATIC MIXING VALVE ASSE 1070 PER 2018 INTERNATIONAL ENERGY CONSERVATION CODE LAVATORY 1/2"2'-0" MAX. PER 2018 INTERNATIONAL ENERGY CONSERVATION CODE FLOOR THERMOSTATIC MIXING VALVE ASSE 1070 DCW DHWR / DHW DHW DOWNSPOUT ANCHOR FLANGE WALL FLANGE BOLTED TO WALL TO WALL NOZZLE DOWNSPOUT CAULK WEATHER TIGHT EXTERIOR WALL, SEE ARCHITECTURAL DRAIN LEADER, ANCHORED TO WALL SECONDARY ROOF DRAWINGS IRON PIPE A VENT RISER AS WASTE DROP OR MAY EXTAND UP AS 12" COVER AND SCREW CHROME WALL BATT INSULATION STAINLESS STEEL NO-HUB CAST FLOOR NO-HUB BAND CLEANOUT PLUGGED TEE 07212 WALL CONNECT TO P-TRAP SETTING BED CERAMIC FLOOR TILE CONTROL SEEPAGE DRAIN PIPE SHALL SHANK ADJUSTABLE CLAMPING COLLAR MEMBRANE WATERPROOF NOTE: LOCATE FLOOR DRAIN IN LOCATION SHOWN ON ARCHITECTURAL AND/OR PLUMBING PLANS. SEE ARCH. FOR LOCATION DIMENSIONS. CONNECT TO P-TRAP DRAIN PIPE SHALL 15105 OTHERWISE SPECIFIED HALF GRATE UNLESS 15140 FLOOR NPW PIPING GRAVEL ALL AROUND) SAND (3" MIN. CONCRETE FLOOR 1-1/2" PEX COMPACTED PIPE SLEEVE DIRT FILL 3'-0" 5'-0" 6'-0" (P-5) SERVICE SINK SERVICE SINK HB, CONSISTING OF A 1/2" BALL VALVE, AND 3/4" HOSE CONNECTION FOR SUPPLY TO "CUSTODIAL SOLUTION STATION (N.I.C.)". 3/4" DHW AND DCW FLOOR PRV SET @ 35 PSI AND 5 GPM. 1/2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER. 3/4" 1/2" 1/2" SUPPLY BRANCH, TYPICAL EACH FLOOR. PRESSURE GUAGE. FAUCET 1/2" DRAIN TO FLOOR SINK WITH 1" AIR GAP 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL502 Plumbing Details 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 ollc=ao^fk=abq^fi1111 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 aljbpqf`=t^qbo=mfmfkd=Ecolj=^_lsbF ql=mr_if`=i^s^qlov=abq^fi2222 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 aljbpqf`=t^qbo=mfmfkd=Ecolj=_biltF ql=mr_if`=i^s^qlov=abq^fi3333 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 altkpmlrq=klwwib=^q=t^ii=abq^fi4444 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 t^ii=`ib^klrq=abq^fi5555 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 cillo=ao^fk=abq^fi6666 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 cillo=pfkh=abq^fi7777 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 rkabodolrka=mfmb=abq^fi8888 SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL502PL502PL502PL502 pbosf`b=pfkh=abq^fi9999 LEVEL 01 LEVEL 00 (TUNNEL) LEVEL 02 (E)WATER HEATER SKID PRV SEE DETAIL 1/PL501 4" 1-1/4" MV 1 TYP. P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) 3" 1-1/4" P-4 (FC-1.5) 1" DHWR P-6 (FC-0.25) P-6 (FC-0.25) P-5 (FC-3) 1" 1-1/4" 1-1/4" P-1 (FC-2) P-6 (FC-0.25) P-6 (FC-0.25) 2-1/2" 3" P-2 (FC-10) P-2 (FC-10) P-2 (FC-10) P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-3 (FC-5) WHA-C 2-1/2" P-1 (FC-2) P-1 (FC-2) 2" 1-1/4" P-1 (FC-2) 1" WH P-3 (FC-5) P-3 (FC-5) P-3 (FC-5) WHA-B 2" 3" 1-1/4" 1" WH 3/4" WH P-6 (FC-0.25) P-4 (FC-1.5) 2-1/2" 1" P-1 (FC-2) WHA-B 2" 1" P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) P-3 (FC-5) P-3 (FC-5) P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) P-4 (FC-1.5) P-6 (FC-0.25) P-2 (FC-10) P-2 (FC-10) P-2 (FC-10) P-2 (FC-10) P-3 (FC-5) WHA-C 2-1/2" 1/2" P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-3 (FC-5) 1" 1" BYPASSBYPASS VALVE, NC VALVE, NC BYPASS VALVE, NC P-1 (FC-2) 3/4" WHWH 3/4" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL601 East Side Water Flow Diagram 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL601PL601PL601PL601 b^pq=pfab=t^qbo=cilt=af^do^j1111 LEVEL 01 LEVEL 00 LEVEL 02 LEVEL 03 (E)4" (E)WATER HEATER SKID PRV SEE DETAIL 1/PL501 1-1/2"1" 2" 1" P-6 (FC-0.25) MV 1 P-1 (FC-2) TYP. P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) 3" P-3 (FC-5) P-2 (FC-10) P-2 (FC-10) WHA-C 2" P-5 (FC-3) 1" P-6 (FC-0.25) P-4 (FC-1.4) 3/4" P-6 (FC-0.25) P-6 (FC-0.25) RO SEE DETAIL 8/PL501 P-2 (FC-10) 1" P-1 (FC-2) P-4 (FC-1.4) P-6 (FC-0.25) P-6 (FC-0.25) 3/4" P-6 (FC-0.25) 3/4" 3" P-2 (FC-10) P-1 (FC-2) 1-1/2" P-1 (FC-2) 1-1/4" P-2 (FC-10) P-1 (FC-2) P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-3 (FC-5) P-3 (FC-5) P-1 (FC-2) WHA-C P-2 (FC-10) P-1 (FC-2) P-1 (FC-2) P-2 (FC-10) P-1 (FC-2) P-2 (FC-10) 3" 1"P-2 (FC-10) 3" 1-1/4" P-2 (FC-10) P-2 (FC-10) P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-3 (FC-5) WHA-C P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) P-1 (FC-2) P-5 (FC-3) 3" 3" P-1 (FC-2) 1" 3" 1-1/4" P-2 (FC-10) P-1 (FC-2) P-2 (FC-10) P-1 (FC-2) P-2 (FC-10) P-3 (FC-5) P-2 (FC-10) P-2 (FC-10) P-3 (FC-5) P-3 (FC-5) P-1 (FC-2) P-3 (FC-5) P-1 (FC-2) P-2 (FC-10) WHA-C P-2 (FC-10) P-1 (FC-2) P-1 (FC-2) 1" 1-1/4"3" P-6 (FC-0.25) P-2 (FC-10) P-4 (FC-1.5) 1/2" 3/4"1" 1" TO CHEMICAL ROOM WHA-A 1-1/4" 3/4" 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # : 12242 PL602 West Side Water Flow Diagram 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel Bid Set SCALE: NONESCALE: NONESCALE: NONESCALE: NONEPL602PL602PL602PL602 tbpq=pfab=t^qbo=cilt=af^do^j1111 KEY PLAN A B SCALE: 1/8" = 1’-0" LEVEL 00 AREA A FIRE PROTECTION DEMOLITION PLAN1 0510 10 20 FD100a FD100a Level 00 Area Demolition Plan A Fire Protection CHEMICALS RM HALLWAY MECH. CHASE STAIRWELL HALLWAY STORAGE LIBRARY STORAGE LONG TERM STORAGE GENERAL COLLECTION STORAGE ELEVATOR CUSTODIAL HALLWAY ELEV. EQUIP. ELEV. EQ.CUSTODIAL STOR BDF MENS ROOM WOMEN ROOM ELECTRICAL STAIRWELL IMAGING AND STORAGE STORAGE OFFICE - RON BREAK ROOM HALLWAY SURPLUS STORAGE G J L M N P Q E C 2 3 4 5 6 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 FIRE PROTECTION DEMO KEY NOTES RE: SHEETS FD100a - FD103a TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS 4 5 SPRINKLERS (SEE SHEETS FP101A THROUGH FP103A). BRANCH LINE OUTLETS MAY REMAIN TO BE RE-USED TO SUPPLY NEW FIRE REMOVE PIPING BACK TO CONNECTION TO EXISTING BRANCH LINE. EXISTING ESCUTCHEONS AND 1" ARM-OVERS/DROPS TO FACILITATE REMODEL OF AREA. PROPOSED BUILDING REMODEL. REMOVE ALL PENDENT FIRE SPRINKLERS, PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. 6 EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON 7 B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 8 CLEAN AGENT FIRE SUPPRESSION SYSTEMS. NO WATER FILLED PIPING WILL BE ALLOWED WITHIN SPACES PROTECTED BY REQUIRED TO MAINTAIN WATER SUPPLY TO FIRE SPRINKLERS IN ADJACENT AREAS. SUPPORTS AND BRACES FROM ENTIRE AREA. ROUTE PIPING AROUND AREA AS FROM SPACE. REMOVE FIRE SPRINKLERS, ESCUTCHEONS, PIPING, FITTINGS AGENT FIRE SUPPRESSION SYSTEM. REMOVE ALL FIRE SPRINKLER PROTECTION AREA TO BE PROTECTED BY VESDA SMOKE DETECTION SYSTEM AND CLEAN 9 10 AND REMOUNT FIRE EXTINGUISHER IN NEW, SMALLER CABINET. REMOVE CABINET VALVE AND SUPPLY PIPING. PATCH REMAINING HOLE IN WALL THIS BUILDING PROTECTED THROUGHOUT BY AUTOMATIC FIRE SPRINKLERS. REMOVED. OCCUPANT USE HOSE CABINETS ARE NOT REQUIRED BY CODE FOR EXISTING OCCUPANT USE (1-1/2") FIRE HOSE VALVE WITH HOSE ALREADY 1 2 5 3 3 3 3 33 3 9 9 4 9 999 9 9 99 H O S E H O S E HOSE KEY PLAN A B SCALE: 1/8" = 1’-0" LEVEL 01 AREA A FIRE PROTECTION DEMOLITION PLAN1 0510 10 20 FD101a FD101a Demolition Plan A Fire Protection Level 01 Area Not Enclosed MAC LAB OFFICE - MARK SYSTEMS LIB - ASSISTANT UNIV LIBRARIAN CATALOG LIBRARIAN - SOUND TRAP GROUP STUDY MEDIUM MECH. STAIR STAIR ELEV. STUDENT ENGAG. LI - DIGITAL CONTENT SPECIALIST - MAC LAB SUPER - REBEKAH STUDENT BREAK ROOM MAC LAB SUPER - REBEKAH INTERLIBRARY LOAN SUPERVISOR MAC LAB EQUIP OFFICE - CHRIS OFFICE - GROUP STUDY LARGE MECH STAIRWELL VESTIBULE GROUP STUDY STAIRWELL VESTIBULE VESTIBULE CUST. MENS WOMENS LIBRARY NEW BOOKS AND SEASONAL BOOKS VESTIBULE TEC SERVICES MECH MAIN CIRCULATION DESK CIRCULATION SUPER - EMMIE MECH LITERACY INFO LIB REFERENCE 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 FIRE PROTECTION DEMO KEY NOTES RE: SHEETS FD100a - FD103a TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS 4 5 SPRINKLERS (SEE SHEETS FP101A THROUGH FP103A). BRANCH LINE OUTLETS MAY REMAIN TO BE RE-USED TO SUPPLY NEW FIRE REMOVE PIPING BACK TO CONNECTION TO EXISTING BRANCH LINE. EXISTING ESCUTCHEONS AND 1" ARM-OVERS/DROPS TO FACILITATE REMODEL OF AREA. PROPOSED BUILDING REMODEL. REMOVE ALL PENDENT FIRE SPRINKLERS, PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. 6 EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON 7 B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 8 CLEAN AGENT FIRE SUPPRESSION SYSTEMS. NO WATER FILLED PIPING WILL BE ALLOWED WITHIN SPACES PROTECTED BY REQUIRED TO MAINTAIN WATER SUPPLY TO FIRE SPRINKLERS IN ADJACENT AREAS. SUPPORTS AND BRACES FROM ENTIRE AREA. ROUTE PIPING AROUND AREA AS FROM SPACE. REMOVE FIRE SPRINKLERS, ESCUTCHEONS, PIPING, FITTINGS AGENT FIRE SUPPRESSION SYSTEM. REMOVE ALL FIRE SPRINKLER PROTECTION AREA TO BE PROTECTED BY VESDA SMOKE DETECTION SYSTEM AND CLEAN 9 10 AND REMOUNT FIRE EXTINGUISHER IN NEW, SMALLER CABINET. REMOVE CABINET VALVE AND SUPPLY PIPING. PATCH REMAINING HOLE IN WALL THIS BUILDING PROTECTED THROUGHOUT BY AUTOMATIC FIRE SPRINKLERS. REMOVED. OCCUPANT USE HOSE CABINETS ARE NOT REQUIRED BY CODE FOR EXISTING OCCUPANT USE (1-1/2") FIRE HOSE VALVE WITH HOSE ALREADY 4 4 4 4 44 44 4 4 4 4 4 4 4 4 4 4 9 9 9 9 9 9 9 10 10 10 5 6 KEY PLAN A B SCALE: 1/8" = 1’-0" LEVEL 01 AREA B FIRE PROTECTION DEMOLITION PLAN1 0510 10 20 FD101b FD101b Demolition Plan B Fire Protection Level 01 Area MED OFFICE WOMENS MENS CLASSROOM/MULTI-USE MED OFFICE MECHANICAL OFFICE - BRIAN ELEV. EQUIP. ELEV OFFICE - DAVE OFFICE PRACTICE ROOM OFFICE - MARK CONF. ROOM MED OFFICE ELECTRICAL STAIRS 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 87 K H F D B A L 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 FIRE PROTECTION DEMO KEY NOTES RE: SHEETS FD100a - FD103a TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS 4 5 SPRINKLERS (SEE SHEETS FP101A THROUGH FP103A). BRANCH LINE OUTLETS MAY REMAIN TO BE RE-USED TO SUPPLY NEW FIRE REMOVE PIPING BACK TO CONNECTION TO EXISTING BRANCH LINE. EXISTING ESCUTCHEONS AND 1" ARM-OVERS/DROPS TO FACILITATE REMODEL OF AREA. PROPOSED BUILDING REMODEL. REMOVE ALL PENDENT FIRE SPRINKLERS, PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. 6 EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON 7 B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 8 CLEAN AGENT FIRE SUPPRESSION SYSTEMS. NO WATER FILLED PIPING WILL BE ALLOWED WITHIN SPACES PROTECTED BY REQUIRED TO MAINTAIN WATER SUPPLY TO FIRE SPRINKLERS IN ADJACENT AREAS. SUPPORTS AND BRACES FROM ENTIRE AREA. ROUTE PIPING AROUND AREA AS FROM SPACE. REMOVE FIRE SPRINKLERS, ESCUTCHEONS, PIPING, FITTINGS AGENT FIRE SUPPRESSION SYSTEM. REMOVE ALL FIRE SPRINKLER PROTECTION AREA TO BE PROTECTED BY VESDA SMOKE DETECTION SYSTEM AND CLEAN 9 10 AND REMOUNT FIRE EXTINGUISHER IN NEW, SMALLER CABINET. REMOVE CABINET VALVE AND SUPPLY PIPING. PATCH REMAINING HOLE IN WALL THIS BUILDING PROTECTED THROUGHOUT BY AUTOMATIC FIRE SPRINKLERS. REMOVED. OCCUPANT USE HOSE CABINETS ARE NOT REQUIRED BY CODE FOR EXISTING OCCUPANT USE (1-1/2") FIRE HOSE VALVE WITH HOSE ALREADY 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 44 4 4 99 99 6 H O S E H O S E HOSE KEY PLAN A B SCALE: 1/8" = 1’-0" LEVEL 02 AREA A FIRE PROTECTION DEMOLITION PLAN1 0510 10 20 FD102a FD102a Demolition Plan A Fire Protection Level 02 Area STAIRWELL MEN’S WOMEN’S BDF STACKS/COMPUTER/STUDY AREA MECH GROUP STUDY GROUP STUDY ARCHIVES OFFICE - NOT USED EXHIBIT/MICROFILM/RESEARCH & READING/RECEPTION Redundant Room WORK ROOMVAULT STORAGE & ARCHIVES OFFICE ELECTRONIC RESOURCES LIBRARIAN - ARCHIVES AND SPECIAL COLLECTIONS LIB - ADAM D C AM W O R K S P AC E / S U P E R VIS O R DCAM-DIGITALIZATION & SPECIAL COLLECTIONS WORK SPACE TECHNICAL SERVICES DIGITAL INITIATIVES LIBRARIAN -STAIRWELL ELEVATOR Redundant Room HALLWAY/EXHIBIT CONFERENCE RM MAIL CUST. KITCHEN / BREAK ROOM PRESS ROOM GROUP STUDY Redundant Room HALLWAY/EXHIBIT STAIRWELL 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 FIRE PROTECTION DEMO KEY NOTES RE: SHEETS FD100a - FD103a TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS 4 5 SPRINKLERS (SEE SHEETS FP101A THROUGH FP103A). BRANCH LINE OUTLETS MAY REMAIN TO BE RE-USED TO SUPPLY NEW FIRE REMOVE PIPING BACK TO CONNECTION TO EXISTING BRANCH LINE. EXISTING ESCUTCHEONS AND 1" ARM-OVERS/DROPS TO FACILITATE REMODEL OF AREA. PROPOSED BUILDING REMODEL. REMOVE ALL PENDENT FIRE SPRINKLERS, PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. 6 EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON 7 B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 8 CLEAN AGENT FIRE SUPPRESSION SYSTEMS. NO WATER FILLED PIPING WILL BE ALLOWED WITHIN SPACES PROTECTED BY REQUIRED TO MAINTAIN WATER SUPPLY TO FIRE SPRINKLERS IN ADJACENT AREAS. SUPPORTS AND BRACES FROM ENTIRE AREA. ROUTE PIPING AROUND AREA AS FROM SPACE. REMOVE FIRE SPRINKLERS, ESCUTCHEONS, PIPING, FITTINGS AGENT FIRE SUPPRESSION SYSTEM. REMOVE ALL FIRE SPRINKLER PROTECTION AREA TO BE PROTECTED BY VESDA SMOKE DETECTION SYSTEM AND CLEAN 9 10 AND REMOUNT FIRE EXTINGUISHER IN NEW, SMALLER CABINET. REMOVE CABINET VALVE AND SUPPLY PIPING. PATCH REMAINING HOLE IN WALL THIS BUILDING PROTECTED THROUGHOUT BY AUTOMATIC FIRE SPRINKLERS. REMOVED. OCCUPANT USE HOSE CABINETS ARE NOT REQUIRED BY CODE FOR EXISTING OCCUPANT USE (1-1/2") FIRE HOSE VALVE WITH HOSE ALREADY 3 3 3 3 3 3 3 3 33 3 3 33 3 3 3 3 8 8 8 8 8 8 9 9 9 9 9 99 10 10 10 5 6 7 7 7 7 7 KEY PLAN A B SCALE: 1/8" = 1’-0" LEVEL 02 AREA B FIRE PROTECTION DEMOLITION PLAN1 0510 10 20 FD102b FD102b Demolition Plan B Fire Protection Level 02 Area STAIRS CUST. TUTORING STUDY ROOM TUTORING STUDY ROOM TUTORING STUDY ROOM TUTORING STUDY ROOM TUTORING STUDY ROOM TUTORING STUDY ROOM OFFICE DANA JOHNOSON’S OFFICE ELEVATOR M IC H AE L G U N T R Y O F F IC E TR U L Y AN N ’S O F F IC E STAIRS BDF WRITING CENTER JP’S OFFICE OFFICE PREP/STORAGE DEPT CLASSROOM HALLWAY OPEN TUTORING ZONE DEPT CLASSROOM WOMEN’S MEN’S VESTIBULE BREAKROOM/STORAGE PAULETT’S OFFICE OFFICE OFFICE HALLWAY TUTORING ZONE DEPT CLASSROOM STAIRS STUDY ROOM STUDY ROOM OFFICE OFFICEELECTRICAL DROP-IN-LAB PREP/STORAGE RM OFFICEOFFICE DANIEL’S OFFICEOFFICEDON’S OFFICE OPEN TUTORING ZONE OFICE RECEPTION ZONE - ESTHER 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 K H F D B A L 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 FIRE PROTECTION DEMO KEY NOTES RE: SHEETS FD100a - FD103a TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS 4 5 SPRINKLERS (SEE SHEETS FP101A THROUGH FP103A). BRANCH LINE OUTLETS MAY REMAIN TO BE RE-USED TO SUPPLY NEW FIRE REMOVE PIPING BACK TO CONNECTION TO EXISTING BRANCH LINE. EXISTING ESCUTCHEONS AND 1" ARM-OVERS/DROPS TO FACILITATE REMODEL OF AREA. PROPOSED BUILDING REMODEL. REMOVE ALL PENDENT FIRE SPRINKLERS, PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. 6 EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON 7 B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 8 CLEAN AGENT FIRE SUPPRESSION SYSTEMS. NO WATER FILLED PIPING WILL BE ALLOWED WITHIN SPACES PROTECTED BY REQUIRED TO MAINTAIN WATER SUPPLY TO FIRE SPRINKLERS IN ADJACENT AREAS. SUPPORTS AND BRACES FROM ENTIRE AREA. ROUTE PIPING AROUND AREA AS FROM SPACE. REMOVE FIRE SPRINKLERS, ESCUTCHEONS, PIPING, FITTINGS AGENT FIRE SUPPRESSION SYSTEM. REMOVE ALL FIRE SPRINKLER PROTECTION AREA TO BE PROTECTED BY VESDA SMOKE DETECTION SYSTEM AND CLEAN 9 10 AND REMOUNT FIRE EXTINGUISHER IN NEW, SMALLER CABINET. REMOVE CABINET VALVE AND SUPPLY PIPING. PATCH REMAINING HOLE IN WALL THIS BUILDING PROTECTED THROUGHOUT BY AUTOMATIC FIRE SPRINKLERS. REMOVED. OCCUPANT USE HOSE CABINETS ARE NOT REQUIRED BY CODE FOR EXISTING OCCUPANT USE (1-1/2") FIRE HOSE VALVE WITH HOSE ALREADY 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 9 9 6 7 H O S E H O S E HOSE KEY PLAN A B SCALE: 1/8" = 1’-0" LEVEL 03 AREA A FIRE PROTECTION DEMOLITION PLAN1 0510 10 20 FD103a FD103a Demolition Plan A Fire Protection Level 03 Area STAIRWELL TLC LIBRARIAN - STAIRWELL MECHANICAL CHASEGROUP STUDYGROUP STUDY JUVENILE COLLECTION 663 SF EUT FTE 117 SF PARTS STORAGE 117 SF FTE OFFICE EUT STUDENTS SERVICE DESK OPS/ TIER 2 STUDENT SUPPORT CONFERENCE ROOM OFFICE HALLWAY SERVICE DESK QA TEAM OFFICE - TIM SHEET MUSIC DISABILITY SERV. HALLWAY EUT PRINT GEN. STOR. GENERAL STORAGE PRINT/BREAK EUT PRINT OFFICE CONFERENCE ROOM Redundant Room CALL CENTER OFFICE OFFICE OFFICE HALLWAY HALLWAY OFFICE OFFICE PHOTO SERVICES DIGITAL IMAGING OFFICE PHOTO SERVICES STOR MECHANICAL CHASE STAIRWELL PHOTO STUDIO PHOTO SERV STOR ELEVATOR ELEV./MECH. CHASE MED OFFICE SMALL MEETING/STOR HALLWAY WORKSTATIONS/FLEX SPACE OFFICE TRAINING RROM WOMEN’S ROOM MEN’S ROOM HALLWAY PIPE CHASE CUST.VEST. MEDIA EDITING MED OFFICE SOUND BOOTHSOUND BOOTH 1 G J L M N P Q E C 2 3 4 5 61.5 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 FIRE PROTECTION DEMO KEY NOTES RE: SHEETS FD100a - FD103a TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS 4 5 SPRINKLERS (SEE SHEETS FP101A THROUGH FP103A). BRANCH LINE OUTLETS MAY REMAIN TO BE RE-USED TO SUPPLY NEW FIRE REMOVE PIPING BACK TO CONNECTION TO EXISTING BRANCH LINE. EXISTING ESCUTCHEONS AND 1" ARM-OVERS/DROPS TO FACILITATE REMODEL OF AREA. PROPOSED BUILDING REMODEL. REMOVE ALL PENDENT FIRE SPRINKLERS, PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. 6 EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON 7 B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 8 CLEAN AGENT FIRE SUPPRESSION SYSTEMS. NO WATER FILLED PIPING WILL BE ALLOWED WITHIN SPACES PROTECTED BY REQUIRED TO MAINTAIN WATER SUPPLY TO FIRE SPRINKLERS IN ADJACENT AREAS. SUPPORTS AND BRACES FROM ENTIRE AREA. ROUTE PIPING AROUND AREA AS FROM SPACE. REMOVE FIRE SPRINKLERS, ESCUTCHEONS, PIPING, FITTINGS AGENT FIRE SUPPRESSION SYSTEM. REMOVE ALL FIRE SPRINKLER PROTECTION AREA TO BE PROTECTED BY VESDA SMOKE DETECTION SYSTEM AND CLEAN 9 10 AND REMOUNT FIRE EXTINGUISHER IN NEW, SMALLER CABINET. REMOVE CABINET VALVE AND SUPPLY PIPING. PATCH REMAINING HOLE IN WALL THIS BUILDING PROTECTED THROUGHOUT BY AUTOMATIC FIRE SPRINKLERS. REMOVED. OCCUPANT USE HOSE CABINETS ARE NOT REQUIRED BY CODE FOR EXISTING OCCUPANT USE (1-1/2") FIRE HOSE VALVE WITH HOSE ALREADY 4 4 4 4 4 4 44 4 4 4 4 44 4 4 4 4 4 4 9 9 9 9 9 99 10 10 10 5 6 KEY PLAN A B SCALE: 1/8" = 1’-0" 1 0510 10 20 FP100a FP100a Level 00 Area Plan LEVEL 00 AREA A FIRE PROTECTION PLAN Protection A Fire TIER 2 TIM DAN MARK BREAK ROOM Scott STORAGE RON FTE PAUL DAN STUDENTS PRINT SHORT TERM STORAGE QA MARY JO OPS ELEV EQUIP CUSTODIAL STORAGE BDF MEN’S RESTROOM WOMEN’S RESTROOM ELECTRICAL CUSTODIALELEV EQUIPELEV STAIRWELLMECH CHASE HALLWAY MECH ROOM IMAGING AND STORAGE TIER 2 TIM DAN MARK BREAK ROOM Scott STORAGE RON FTE PAUL DAN STUDENTS PRINT SHORT TERM STORAGE QA MARY JO OPS ELEV EQUIP CUSTODIAL STORAGE BDF MEN’S RESTROOM WOMEN’S RESTROOM ELECTRICAL CUSTODIALELEV EQUIPELEV STAIRWELLMECH CHASE HALLWAY MECH ROOM IMAGING AND STORAGE TIER 2 TIM DAN MARK BREAK ROOM Scott STORAGE RON FTE PAUL DAN STUDENTS PRINT SHORT TERM STORAGE QA MARY JO OPS ELEV EQUIP CUSTODIAL STORAGE BDF MEN’S RESTROOM WOMEN’S RESTROOM ELECTRICAL CUSTODIALELEV EQUIPELEV STAIRWELLMECH CHASE HALLWAY MECH ROOM IMAGING AND STORAGE 1 G J L M N P Q E C 2 3 4 5 6 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 4 5 FIRE PROTECTION KEY NOTES RE: SHEETS FP100a - FP103a ZONE. INDEPENDENTLY). SIZE AGENT STORAGE TO SUPPLY AGENT TO THE LARGEST SYSTEM ZONE MAY SHARE AGENT STORAGE CYLINDERS (ZONE DISCHARGE NFPA 2001 AND FIRE SUPPRESSION SYSTEM MANUFACTURER. FIRE SUPPRESSION CALCULATED TO PROVIDE THE MINIMUM DESIGN CONCENTRATION REQUIRED BY SHALL BE DETERMINED BY FACTORY TRAINED SYSTEM DESIGNER AND SHALL BE WHERE INDICATED ON PLANS. SIZE/CAPACITY AND FILL LEVEL OF CYLINDERS CLEAN AGENT STORAGE CYLINDERS. INSTALL IN OR NEAR PROTECTED AREA 11 CONTROL PANEL TO BUILDING FIRE ALARM SYSTEM. REQUIREMENTS. CONNECT FIRE ALARM, SUPERVISORY AND TROUBLE RELAYS OF APPLICABLE REQUIREMENTS OF NFPA 72, 2001 AND MANUFACTURER’S SYSTEM SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ALL RELEASE OF CLEAN AGENT FIRE SUPPRESSION SYSTEM. CONTROL/RELEASING CONTROL PANEL (UL LISTED AND FM APPROVED FOR RELEASING SERVICE) FOR 12 REQUIREMENTS. APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001 AND MANUFACTURER’S INSTALL AND TEST SMOKE DETECTION SYSTEM IN ACCORDANCE WITH ALL CONNECTED TO DIFFERENT INITIATING DEVICE ZONES (ZONE A OR B). DESIGN, WHERE PRESENT (NOT SHOWN ON PLANS). ADJACENT DETECTORS SHALL BE DETECTORS IN EACH ROOM/SPACE INCLUDING AREAS UNDER RAISED FLOORS EACH DETECTOR SHALL BE 225 SQ FT (15’ X 15’). PROVIDE AT LEAST 2 ACTUATION OF CLEAN AGENT FIRE SUPPRESSION SYSTEMS. MAXIMUM SPACING FOR INSTALL CROSS ZONED SMOKE DETECTION SYSTEM TO PROVIDE AUTOMATIC 13 SYSTEM" OR "ABORT FIRE SUPPRESSION SYSTEM RELEASE" AS APPROPRIATE. DESCRIBE SWITCH FUNCTION. SIGN SHALL STATE "RELEASE FIRE SUPPRESSION FROM PROTECTED SPACE. INSTALL SIGNS ADJACENT TO EACH SWITCH TO COUNTDOWN WHEN RELEASED. INSTALL SWITCHES ADJACENT TO EACH EXIT DOOR ABORT SWITCH SHALL RESET DISCHARGE TIME DELAY COUNTER AND RESTART PROVIDE MANUAL CONTROL OF EACH CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL MANUAL RELEASE AND "CONSTANT PRESSURE" TYPE ABORT SWITCHES TO 14 SHALL TRANSMIT A SUPERVISORY ALARM TO CONTROL/RELEASING PANEL. OF EACH FIRE SUPPRESSION SYSTEM WHEN ACTIVATED. ACTIVATION OF SWITCH CONTROL/RELEASING PANEL. CONFIGURE SWITCH TO DISABLE RELEASING RELAYS SUPPRESSION SYSTEM. INSTALL SYSTEM LOCKOUT ADJACENT TO INSTALL KEY OPERATED, MANUAL LOCK OUT SWITCH FOR CLEAN AGENT FIRE 15 SYSTEMS TO BE DETERMINED BY INSTALLING CONTRACTOR. SYSTEM. REQUIRED NUMBER AND LOCATION OF RELAYS AS WELL AS INTERFACED OFF, ETC.) REQUIRED FOR PROPER FUNCTION OF CLEAN AGENT FIRE SUPPRESSION AUXILIARY FUNCTIONS (I.E. DAMPER CLOSURE, FAN SHUTDOWN, EMERGENCY POWER INSTALL RELAYS FROM CONTROL/RELEASING PANEL TO INITIATE ALL REQUIRED 16 SUPPRESSION SYSTEM PRE -DISCHARGE ALARM". PROTECTED AREA. INSTALL SIGN ADJACENT TO EACH ALARM STATING "FIRE SOUND UPON ACTIVATION OF ANY SINGLE SMOKE DETECTION ZONE FOR PROTECTED SPACE ABOVE EACH EXIT DOOR. CONFIGURE ALARM TO FLASH AND BUILDING FIRE ALARM) FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM INSIDE INSTALL PRE -DISCHARGE ALARM (AUDIBLE AND VISIBLE SIGNALS DISTINCT FROM 17 SYSTEM RELEASED WHEN FLASHING". RELEASE. INSTALL SIGN ADJACENT TO EACH STROBE STATING "FIRE SUPPRESSION ABOVE EACH EXIT DOOR AND CONFIGURE STROBES TO FLASH UPON AGENT THE INTERIOR AND EXTERIOR OF PROTECTED SPACE. INSTALL DISCHARGE STROBES INSTALL DISCHARGE STROBES FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM IN TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 6 7 TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS REMODEL. COORDINATE WITH MECHANICAL AND ELECTRICAL SYSTEMS. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF SPRINKLER PROTECTION THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13. AND PIPING AS REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE PROPOSED BUILDING REMODEL. MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE 8 AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. 9 ZONE 3 - RECEPTION/EXHIBIT 55 ZONE 2 - ARCHIVE 57 ZONE 1 - VAULT 56 PANEL AND EXTINGUISHING AGENT (EACH ZONE DISCHARGES INDEPENDENTLY): SYSTEMS/ZONES AS INDICATED BELOW. ZONES MAY SHARE COMMON CONTROL PRESENT. PROVIDE 3 SEPARATE AND COMPLETELY DISTINCT FIRE SUPPRESSION SUSPENDED CEILING AND FLOOR INCLUDING VOLUME BELOW RAISED FLOOR WHERE SYSTEM SHALL BE TOTAL FLOODING TYPE PROTECTING ENTIRE VOLUME BETWEEN MANUFACTURER’S REQUIREMENTS AND PROJECT SPECIFICATIONS. CLEAN AGENT ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001, SYSTEM. DESIGN, INSTALL AND TEST CLEAN AGENT FIRE SUPPRESSION SYSTEM IN HATCHED AREA TO BE PROTECTED BY CLEAN AGENT (FM-200) FIRE SUPPRESSION 10 18 FIRE SUPPRESSION SYSTEM. DETECTION/WARNING ONLY AND SHALL NOT BE USED TO RELEASE CLEAN AGENT BUILDING FIRE ALARM SYSTEM. VESDA SYSTEM IS FOR EARLY SMOKE NORMALLY OCCUPIED AREA. PROGRAM HIGH THRESHOLD ALARM TO ACTIVATE PROGRAM LOW THRESHOLD ALARM (EARLY) TO SOUND SUPERVISORY ALARM IN THROUGHOUT ARE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL AIR SAMPLING TYPE, EARLY WARNING SMOKE DETECTION SYSTEM (VESDA) 19 AREAS FOR WATER SUPPLY. HAZARD GROUP 1. CONNECT TO EXISTING FIRE SPRINKLER PIPING IN ADJACENT DESIGN FIRE SPRINKLERS TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY EXTEND FIRE SPRINKLER PROTECT INTO EXISTING BASEMENT ELECTRICAL ROOM. 19 1 2 3 8 8 8 8 6 6 6 6 88 8 KEY PLAN A B SCALE: 1/8" = 1’-0" 1 0510 10 20 FP101a FP101a Plan Level 01 Area LEVEL 01 AREA A FIRE PROTECTION PLAN Protection A Fire CHRIS FOX OFFICE CHECK-IN MATT’S OFFICE SHANES OFFICE STUDY (MED) CHRIS OLSEN OFFICE CASSIDY’S OFFICE NATES OFFICE CONFERENCE ROOM BREAKROOMSTUDY (SM) STUDY (MED) STUDY (MED) STUDY (SM) STUDY (SM) OPEN STUDY COLLECTION VESTIBULE CIRCULATION CIRC SUPERVISOR INTER LIBRARY LOAN WORKSPACE FAMILY RR OPEN STUDY OPEN STUDY CD’s / DVD’s OPEN STUDY POPULAR COLLECTIONS MENS WOMENS JANITORS OFFICE LOCKERS SAM’s OFFICE DAVID’S OFFICE INTER LIBRARY LOAN OFFICE STAIR STAIR VESTIBULE OPEN STUDY 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 4 5 FIRE PROTECTION KEY NOTES RE: SHEETS FP100a - FP103a ZONE. INDEPENDENTLY). SIZE AGENT STORAGE TO SUPPLY AGENT TO THE LARGEST SYSTEM ZONE MAY SHARE AGENT STORAGE CYLINDERS (ZONE DISCHARGE NFPA 2001 AND FIRE SUPPRESSION SYSTEM MANUFACTURER. FIRE SUPPRESSION CALCULATED TO PROVIDE THE MINIMUM DESIGN CONCENTRATION REQUIRED BY SHALL BE DETERMINED BY FACTORY TRAINED SYSTEM DESIGNER AND SHALL BE WHERE INDICATED ON PLANS. SIZE/CAPACITY AND FILL LEVEL OF CYLINDERS CLEAN AGENT STORAGE CYLINDERS. INSTALL IN OR NEAR PROTECTED AREA 11 CONTROL PANEL TO BUILDING FIRE ALARM SYSTEM. REQUIREMENTS. CONNECT FIRE ALARM, SUPERVISORY AND TROUBLE RELAYS OF APPLICABLE REQUIREMENTS OF NFPA 72, 2001 AND MANUFACTURER’S SYSTEM SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ALL RELEASE OF CLEAN AGENT FIRE SUPPRESSION SYSTEM. CONTROL/RELEASING CONTROL PANEL (UL LISTED AND FM APPROVED FOR RELEASING SERVICE) FOR 12 REQUIREMENTS. APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001 AND MANUFACTURER’S INSTALL AND TEST SMOKE DETECTION SYSTEM IN ACCORDANCE WITH ALL CONNECTED TO DIFFERENT INITIATING DEVICE ZONES (ZONE A OR B). DESIGN, WHERE PRESENT (NOT SHOWN ON PLANS). ADJACENT DETECTORS SHALL BE DETECTORS IN EACH ROOM/SPACE INCLUDING AREAS UNDER RAISED FLOORS EACH DETECTOR SHALL BE 225 SQ FT (15’ X 15’). PROVIDE AT LEAST 2 ACTUATION OF CLEAN AGENT FIRE SUPPRESSION SYSTEMS. MAXIMUM SPACING FOR INSTALL CROSS ZONED SMOKE DETECTION SYSTEM TO PROVIDE AUTOMATIC 13 SYSTEM" OR "ABORT FIRE SUPPRESSION SYSTEM RELEASE" AS APPROPRIATE. DESCRIBE SWITCH FUNCTION. SIGN SHALL STATE "RELEASE FIRE SUPPRESSION FROM PROTECTED SPACE. INSTALL SIGNS ADJACENT TO EACH SWITCH TO COUNTDOWN WHEN RELEASED. INSTALL SWITCHES ADJACENT TO EACH EXIT DOOR ABORT SWITCH SHALL RESET DISCHARGE TIME DELAY COUNTER AND RESTART PROVIDE MANUAL CONTROL OF EACH CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL MANUAL RELEASE AND "CONSTANT PRESSURE" TYPE ABORT SWITCHES TO 14 SHALL TRANSMIT A SUPERVISORY ALARM TO CONTROL/RELEASING PANEL. OF EACH FIRE SUPPRESSION SYSTEM WHEN ACTIVATED. ACTIVATION OF SWITCH CONTROL/RELEASING PANEL. CONFIGURE SWITCH TO DISABLE RELEASING RELAYS SUPPRESSION SYSTEM. INSTALL SYSTEM LOCKOUT ADJACENT TO INSTALL KEY OPERATED, MANUAL LOCK OUT SWITCH FOR CLEAN AGENT FIRE 15 SYSTEMS TO BE DETERMINED BY INSTALLING CONTRACTOR. SYSTEM. REQUIRED NUMBER AND LOCATION OF RELAYS AS WELL AS INTERFACED OFF, ETC.) REQUIRED FOR PROPER FUNCTION OF CLEAN AGENT FIRE SUPPRESSION AUXILIARY FUNCTIONS (I.E. DAMPER CLOSURE, FAN SHUTDOWN, EMERGENCY POWER INSTALL RELAYS FROM CONTROL/RELEASING PANEL TO INITIATE ALL REQUIRED 16 SUPPRESSION SYSTEM PRE -DISCHARGE ALARM". PROTECTED AREA. INSTALL SIGN ADJACENT TO EACH ALARM STATING "FIRE SOUND UPON ACTIVATION OF ANY SINGLE SMOKE DETECTION ZONE FOR PROTECTED SPACE ABOVE EACH EXIT DOOR. CONFIGURE ALARM TO FLASH AND BUILDING FIRE ALARM) FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM INSIDE INSTALL PRE -DISCHARGE ALARM (AUDIBLE AND VISIBLE SIGNALS DISTINCT FROM 17 SYSTEM RELEASED WHEN FLASHING". RELEASE. INSTALL SIGN ADJACENT TO EACH STROBE STATING "FIRE SUPPRESSION ABOVE EACH EXIT DOOR AND CONFIGURE STROBES TO FLASH UPON AGENT THE INTERIOR AND EXTERIOR OF PROTECTED SPACE. INSTALL DISCHARGE STROBES INSTALL DISCHARGE STROBES FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM IN TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 6 7 TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS REMODEL. COORDINATE WITH MECHANICAL AND ELECTRICAL SYSTEMS. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF SPRINKLER PROTECTION THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13. AND PIPING AS REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE PROPOSED BUILDING REMODEL. MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE 8 AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. 9 ZONE 3 - RECEPTION/EXHIBIT 55 ZONE 2 - ARCHIVE 57 ZONE 1 - VAULT 56 PANEL AND EXTINGUISHING AGENT (EACH ZONE DISCHARGES INDEPENDENTLY): SYSTEMS/ZONES AS INDICATED BELOW. ZONES MAY SHARE COMMON CONTROL PRESENT. PROVIDE 3 SEPARATE AND COMPLETELY DISTINCT FIRE SUPPRESSION SUSPENDED CEILING AND FLOOR INCLUDING VOLUME BELOW RAISED FLOOR WHERE SYSTEM SHALL BE TOTAL FLOODING TYPE PROTECTING ENTIRE VOLUME BETWEEN MANUFACTURER’S REQUIREMENTS AND PROJECT SPECIFICATIONS. CLEAN AGENT ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001, SYSTEM. DESIGN, INSTALL AND TEST CLEAN AGENT FIRE SUPPRESSION SYSTEM IN HATCHED AREA TO BE PROTECTED BY CLEAN AGENT (FM-200) FIRE SUPPRESSION 10 18 FIRE SUPPRESSION SYSTEM. DETECTION/WARNING ONLY AND SHALL NOT BE USED TO RELEASE CLEAN AGENT BUILDING FIRE ALARM SYSTEM. VESDA SYSTEM IS FOR EARLY SMOKE NORMALLY OCCUPIED AREA. PROGRAM HIGH THRESHOLD ALARM TO ACTIVATE PROGRAM LOW THRESHOLD ALARM (EARLY) TO SOUND SUPERVISORY ALARM IN THROUGHOUT ARE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL AIR SAMPLING TYPE, EARLY WARNING SMOKE DETECTION SYSTEM (VESDA) 19 AREAS FOR WATER SUPPLY. HAZARD GROUP 1. CONNECT TO EXISTING FIRE SPRINKLER PIPING IN ADJACENT DESIGN FIRE SPRINKLERS TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY EXTEND FIRE SPRINKLER PROTECT INTO EXISTING BASEMENT ELECTRICAL ROOM. 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 3 4 KEY PLAN A B SCALE: 1/8" = 1’-0" 1 0510 10 20 FP101b FP101b Plan Level 01 Area LEVEL 01 AREA B FIRE PROTECTION PLAN Protection B Fire STORAGESTUDYSTUDY CLASSROOMCLASSROOM ADJUNCT OFFICE OFFICEOFFICEOFFICEOFFICEOFFICEOFFICE CONFERENCE ROOM CONFERENCE COLLABORATIVE SPACE CLASSROOM CLASSROOM DANA’S OFFICEDON’S OFFICE TRAINING AREA OFFICE SMALL MEETING OFFICE JOSH’S OFFICE TUTORING ADMIN OPEN AREA OFFICEPRACTICE WORKSPACE STORAGE DROP IN MATH LAB WORKSTATIONS/ FLEX SPACE CLASSROOM STUDENT PREP STUDY STUDY MATH LAB RECEPTIONIST I.T. HELP DESK KEVIN’S OFFICE STORAGE STORAGE PRACTICE PRACTICE PRACTICE RECEPTION VESTIBULE ELEC VESTIBULE MECH ELEV EQUIP ELEV MEN’S RESTROOM WOMEN’S RESTROOM 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 87 K H F D B A L 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 4 5 FIRE PROTECTION KEY NOTES RE: SHEETS FP100a - FP103a ZONE. INDEPENDENTLY). SIZE AGENT STORAGE TO SUPPLY AGENT TO THE LARGEST SYSTEM ZONE MAY SHARE AGENT STORAGE CYLINDERS (ZONE DISCHARGE NFPA 2001 AND FIRE SUPPRESSION SYSTEM MANUFACTURER. FIRE SUPPRESSION CALCULATED TO PROVIDE THE MINIMUM DESIGN CONCENTRATION REQUIRED BY SHALL BE DETERMINED BY FACTORY TRAINED SYSTEM DESIGNER AND SHALL BE WHERE INDICATED ON PLANS. SIZE/CAPACITY AND FILL LEVEL OF CYLINDERS CLEAN AGENT STORAGE CYLINDERS. INSTALL IN OR NEAR PROTECTED AREA 11 CONTROL PANEL TO BUILDING FIRE ALARM SYSTEM. REQUIREMENTS. CONNECT FIRE ALARM, SUPERVISORY AND TROUBLE RELAYS OF APPLICABLE REQUIREMENTS OF NFPA 72, 2001 AND MANUFACTURER’S SYSTEM SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ALL RELEASE OF CLEAN AGENT FIRE SUPPRESSION SYSTEM. CONTROL/RELEASING CONTROL PANEL (UL LISTED AND FM APPROVED FOR RELEASING SERVICE) FOR 12 REQUIREMENTS. APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001 AND MANUFACTURER’S INSTALL AND TEST SMOKE DETECTION SYSTEM IN ACCORDANCE WITH ALL CONNECTED TO DIFFERENT INITIATING DEVICE ZONES (ZONE A OR B). DESIGN, WHERE PRESENT (NOT SHOWN ON PLANS). ADJACENT DETECTORS SHALL BE DETECTORS IN EACH ROOM/SPACE INCLUDING AREAS UNDER RAISED FLOORS EACH DETECTOR SHALL BE 225 SQ FT (15’ X 15’). PROVIDE AT LEAST 2 ACTUATION OF CLEAN AGENT FIRE SUPPRESSION SYSTEMS. MAXIMUM SPACING FOR INSTALL CROSS ZONED SMOKE DETECTION SYSTEM TO PROVIDE AUTOMATIC 13 SYSTEM" OR "ABORT FIRE SUPPRESSION SYSTEM RELEASE" AS APPROPRIATE. DESCRIBE SWITCH FUNCTION. SIGN SHALL STATE "RELEASE FIRE SUPPRESSION FROM PROTECTED SPACE. INSTALL SIGNS ADJACENT TO EACH SWITCH TO COUNTDOWN WHEN RELEASED. INSTALL SWITCHES ADJACENT TO EACH EXIT DOOR ABORT SWITCH SHALL RESET DISCHARGE TIME DELAY COUNTER AND RESTART PROVIDE MANUAL CONTROL OF EACH CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL MANUAL RELEASE AND "CONSTANT PRESSURE" TYPE ABORT SWITCHES TO 14 SHALL TRANSMIT A SUPERVISORY ALARM TO CONTROL/RELEASING PANEL. OF EACH FIRE SUPPRESSION SYSTEM WHEN ACTIVATED. ACTIVATION OF SWITCH CONTROL/RELEASING PANEL. CONFIGURE SWITCH TO DISABLE RELEASING RELAYS SUPPRESSION SYSTEM. INSTALL SYSTEM LOCKOUT ADJACENT TO INSTALL KEY OPERATED, MANUAL LOCK OUT SWITCH FOR CLEAN AGENT FIRE 15 SYSTEMS TO BE DETERMINED BY INSTALLING CONTRACTOR. SYSTEM. REQUIRED NUMBER AND LOCATION OF RELAYS AS WELL AS INTERFACED OFF, ETC.) REQUIRED FOR PROPER FUNCTION OF CLEAN AGENT FIRE SUPPRESSION AUXILIARY FUNCTIONS (I.E. DAMPER CLOSURE, FAN SHUTDOWN, EMERGENCY POWER INSTALL RELAYS FROM CONTROL/RELEASING PANEL TO INITIATE ALL REQUIRED 16 SUPPRESSION SYSTEM PRE -DISCHARGE ALARM". PROTECTED AREA. INSTALL SIGN ADJACENT TO EACH ALARM STATING "FIRE SOUND UPON ACTIVATION OF ANY SINGLE SMOKE DETECTION ZONE FOR PROTECTED SPACE ABOVE EACH EXIT DOOR. CONFIGURE ALARM TO FLASH AND BUILDING FIRE ALARM) FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM INSIDE INSTALL PRE -DISCHARGE ALARM (AUDIBLE AND VISIBLE SIGNALS DISTINCT FROM 17 SYSTEM RELEASED WHEN FLASHING". RELEASE. INSTALL SIGN ADJACENT TO EACH STROBE STATING "FIRE SUPPRESSION ABOVE EACH EXIT DOOR AND CONFIGURE STROBES TO FLASH UPON AGENT THE INTERIOR AND EXTERIOR OF PROTECTED SPACE. INSTALL DISCHARGE STROBES INSTALL DISCHARGE STROBES FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM IN TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 6 7 TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS REMODEL. COORDINATE WITH MECHANICAL AND ELECTRICAL SYSTEMS. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF SPRINKLER PROTECTION THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13. AND PIPING AS REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE PROPOSED BUILDING REMODEL. MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE 8 AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. 9 ZONE 3 - RECEPTION/EXHIBIT 55 ZONE 2 - ARCHIVE 57 ZONE 1 - VAULT 56 PANEL AND EXTINGUISHING AGENT (EACH ZONE DISCHARGES INDEPENDENTLY): SYSTEMS/ZONES AS INDICATED BELOW. ZONES MAY SHARE COMMON CONTROL PRESENT. PROVIDE 3 SEPARATE AND COMPLETELY DISTINCT FIRE SUPPRESSION SUSPENDED CEILING AND FLOOR INCLUDING VOLUME BELOW RAISED FLOOR WHERE SYSTEM SHALL BE TOTAL FLOODING TYPE PROTECTING ENTIRE VOLUME BETWEEN MANUFACTURER’S REQUIREMENTS AND PROJECT SPECIFICATIONS. CLEAN AGENT ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001, SYSTEM. DESIGN, INSTALL AND TEST CLEAN AGENT FIRE SUPPRESSION SYSTEM IN HATCHED AREA TO BE PROTECTED BY CLEAN AGENT (FM-200) FIRE SUPPRESSION 10 18 FIRE SUPPRESSION SYSTEM. DETECTION/WARNING ONLY AND SHALL NOT BE USED TO RELEASE CLEAN AGENT BUILDING FIRE ALARM SYSTEM. VESDA SYSTEM IS FOR EARLY SMOKE NORMALLY OCCUPIED AREA. PROGRAM HIGH THRESHOLD ALARM TO ACTIVATE PROGRAM LOW THRESHOLD ALARM (EARLY) TO SOUND SUPERVISORY ALARM IN THROUGHOUT ARE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL AIR SAMPLING TYPE, EARLY WARNING SMOKE DETECTION SYSTEM (VESDA) 19 AREAS FOR WATER SUPPLY. HAZARD GROUP 1. CONNECT TO EXISTING FIRE SPRINKLER PIPING IN ADJACENT DESIGN FIRE SPRINKLERS TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY EXTEND FIRE SPRINKLER PROTECT INTO EXISTING BASEMENT ELECTRICAL ROOM. 88 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 4 KEY PLAN A B SCALE: 1/8" = 1’-0" 1 0510 10 20 FP102a FP102a Plan Level 02 Area LEVEL 02 AREA A FIRE PROTECTION PLAN A Fire Protection ELECTRICAL ROOM ELEC ROOM EVYLYN’S OPEN OFFICE JOLENE’S OPEN OFFICE TECH SERVICES SHEET MUSIC LARGE COMPUTER CLASSROOM OPEN COMPUTERS MOTHERS FAMILY RR OPEN STUDY PRESS ROOM RECEPTION /EXHIBIT VAULT ARCHIVE INSTRUCTION 2INSTRUCTION 1 DCAM HANNA OFFICE SCANNER ADAM OFFICE STUDY (MED)STUDY (MED)STUDY (MED) STUDY (SM) JANITOR OFFICE JULIE’S OFFICE STUDY (SM)STUDY (SM)STUDY (SM) INA’S OFFICE STUDY (MED) RECEP OPEN STUDY MECHANICAL I.T. MEN’S RESTROOM WOMEN’S RESTROOM STAIR ELEV ELEV EQUIP STAIR STAIR OPEN STUDY FSRP L R A A A A DIL RACHELS VESDA 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 4 5 FIRE PROTECTION KEY NOTES RE: SHEETS FP100a - FP103a ZONE. INDEPENDENTLY). SIZE AGENT STORAGE TO SUPPLY AGENT TO THE LARGEST SYSTEM ZONE MAY SHARE AGENT STORAGE CYLINDERS (ZONE DISCHARGE NFPA 2001 AND FIRE SUPPRESSION SYSTEM MANUFACTURER. FIRE SUPPRESSION CALCULATED TO PROVIDE THE MINIMUM DESIGN CONCENTRATION REQUIRED BY SHALL BE DETERMINED BY FACTORY TRAINED SYSTEM DESIGNER AND SHALL BE WHERE INDICATED ON PLANS. SIZE/CAPACITY AND FILL LEVEL OF CYLINDERS CLEAN AGENT STORAGE CYLINDERS. INSTALL IN OR NEAR PROTECTED AREA 11 CONTROL PANEL TO BUILDING FIRE ALARM SYSTEM. REQUIREMENTS. CONNECT FIRE ALARM, SUPERVISORY AND TROUBLE RELAYS OF APPLICABLE REQUIREMENTS OF NFPA 72, 2001 AND MANUFACTURER’S SYSTEM SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ALL RELEASE OF CLEAN AGENT FIRE SUPPRESSION SYSTEM. CONTROL/RELEASING CONTROL PANEL (UL LISTED AND FM APPROVED FOR RELEASING SERVICE) FOR 12 REQUIREMENTS. APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001 AND MANUFACTURER’S INSTALL AND TEST SMOKE DETECTION SYSTEM IN ACCORDANCE WITH ALL CONNECTED TO DIFFERENT INITIATING DEVICE ZONES (ZONE A OR B). DESIGN, WHERE PRESENT (NOT SHOWN ON PLANS). ADJACENT DETECTORS SHALL BE DETECTORS IN EACH ROOM/SPACE INCLUDING AREAS UNDER RAISED FLOORS EACH DETECTOR SHALL BE 225 SQ FT (15’ X 15’). PROVIDE AT LEAST 2 ACTUATION OF CLEAN AGENT FIRE SUPPRESSION SYSTEMS. MAXIMUM SPACING FOR INSTALL CROSS ZONED SMOKE DETECTION SYSTEM TO PROVIDE AUTOMATIC 13 SYSTEM" OR "ABORT FIRE SUPPRESSION SYSTEM RELEASE" AS APPROPRIATE. DESCRIBE SWITCH FUNCTION. SIGN SHALL STATE "RELEASE FIRE SUPPRESSION FROM PROTECTED SPACE. INSTALL SIGNS ADJACENT TO EACH SWITCH TO COUNTDOWN WHEN RELEASED. INSTALL SWITCHES ADJACENT TO EACH EXIT DOOR ABORT SWITCH SHALL RESET DISCHARGE TIME DELAY COUNTER AND RESTART PROVIDE MANUAL CONTROL OF EACH CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL MANUAL RELEASE AND "CONSTANT PRESSURE" TYPE ABORT SWITCHES TO 14 SHALL TRANSMIT A SUPERVISORY ALARM TO CONTROL/RELEASING PANEL. OF EACH FIRE SUPPRESSION SYSTEM WHEN ACTIVATED. ACTIVATION OF SWITCH CONTROL/RELEASING PANEL. CONFIGURE SWITCH TO DISABLE RELEASING RELAYS SUPPRESSION SYSTEM. INSTALL SYSTEM LOCKOUT ADJACENT TO INSTALL KEY OPERATED, MANUAL LOCK OUT SWITCH FOR CLEAN AGENT FIRE 15 SYSTEMS TO BE DETERMINED BY INSTALLING CONTRACTOR. SYSTEM. REQUIRED NUMBER AND LOCATION OF RELAYS AS WELL AS INTERFACED OFF, ETC.) REQUIRED FOR PROPER FUNCTION OF CLEAN AGENT FIRE SUPPRESSION AUXILIARY FUNCTIONS (I.E. DAMPER CLOSURE, FAN SHUTDOWN, EMERGENCY POWER INSTALL RELAYS FROM CONTROL/RELEASING PANEL TO INITIATE ALL REQUIRED 16 SUPPRESSION SYSTEM PRE -DISCHARGE ALARM". PROTECTED AREA. INSTALL SIGN ADJACENT TO EACH ALARM STATING "FIRE SOUND UPON ACTIVATION OF ANY SINGLE SMOKE DETECTION ZONE FOR PROTECTED SPACE ABOVE EACH EXIT DOOR. CONFIGURE ALARM TO FLASH AND BUILDING FIRE ALARM) FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM INSIDE INSTALL PRE -DISCHARGE ALARM (AUDIBLE AND VISIBLE SIGNALS DISTINCT FROM 17 SYSTEM RELEASED WHEN FLASHING". RELEASE. INSTALL SIGN ADJACENT TO EACH STROBE STATING "FIRE SUPPRESSION ABOVE EACH EXIT DOOR AND CONFIGURE STROBES TO FLASH UPON AGENT THE INTERIOR AND EXTERIOR OF PROTECTED SPACE. INSTALL DISCHARGE STROBES INSTALL DISCHARGE STROBES FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM IN TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 6 7 TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS REMODEL. COORDINATE WITH MECHANICAL AND ELECTRICAL SYSTEMS. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF SPRINKLER PROTECTION THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13. AND PIPING AS REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE PROPOSED BUILDING REMODEL. MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE 8 AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. 9 ZONE 3 - RECEPTION/EXHIBIT 55 ZONE 2 - ARCHIVE 57 ZONE 1 - VAULT 56 PANEL AND EXTINGUISHING AGENT (EACH ZONE DISCHARGES INDEPENDENTLY): SYSTEMS/ZONES AS INDICATED BELOW. ZONES MAY SHARE COMMON CONTROL PRESENT. PROVIDE 3 SEPARATE AND COMPLETELY DISTINCT FIRE SUPPRESSION SUSPENDED CEILING AND FLOOR INCLUDING VOLUME BELOW RAISED FLOOR WHERE SYSTEM SHALL BE TOTAL FLOODING TYPE PROTECTING ENTIRE VOLUME BETWEEN MANUFACTURER’S REQUIREMENTS AND PROJECT SPECIFICATIONS. CLEAN AGENT ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001, SYSTEM. DESIGN, INSTALL AND TEST CLEAN AGENT FIRE SUPPRESSION SYSTEM IN HATCHED AREA TO BE PROTECTED BY CLEAN AGENT (FM-200) FIRE SUPPRESSION 10 18 FIRE SUPPRESSION SYSTEM. DETECTION/WARNING ONLY AND SHALL NOT BE USED TO RELEASE CLEAN AGENT BUILDING FIRE ALARM SYSTEM. VESDA SYSTEM IS FOR EARLY SMOKE NORMALLY OCCUPIED AREA. PROGRAM HIGH THRESHOLD ALARM TO ACTIVATE PROGRAM LOW THRESHOLD ALARM (EARLY) TO SOUND SUPERVISORY ALARM IN THROUGHOUT ARE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL AIR SAMPLING TYPE, EARLY WARNING SMOKE DETECTION SYSTEM (VESDA) 19 AREAS FOR WATER SUPPLY. HAZARD GROUP 1. CONNECT TO EXISTING FIRE SPRINKLER PIPING IN ADJACENT DESIGN FIRE SPRINKLERS TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY EXTEND FIRE SPRINKLER PROTECT INTO EXISTING BASEMENT ELECTRICAL ROOM. 11 8 8 8 8 8 8 87 7 7 7 7 7 7 7 7 7 7 77 7 7 7 13 13 13 13 A B A B A B A B A B A B A B A B 9 9 9 9 9 9 10 14 15 16 17 17 16 17 16 17 16 3 4 5 5 5 5 5 12 12 12 12 12 12 18 18 18 18 18 18 18 18 18 18 KEY PLAN A B SCALE: 1/8" = 1’-0" 1 0510 10 20 FP102b FP102b Plan Level 02 Area LEVEL 02 AREA B FIRE PROTECTION PLAN Protection B Fire READING CENTER SETH’S OFFICE OFFICE STUDY ENGLISH TRANSITION CENTER OPEN TUTORING STUDY SKILLS / READING WRITING CENTER OPEN TUTORING STUDYSTUDYSTUDYSTUDYOFFICEOFFICE STUDY STUDY PREP / STORAGE CLASSROOM CLASSROOM TUTOR PREP DJ’S OFFICE MICHAEL’S OFFICE OPEN TUTORING CENTER ADJUNCT OFFICE TR / COMM. CLASSROOM PRE-FUNCTION PRE-FUNCTION PRE-FUNCTION RECEPTION PREFUNCTION STORAGE PAULETTE’S OFFICE BREAK DJ’S OFFICE STORAGE STUDY STUDY STUDY STORAGE ELEV 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 K H F D B A L 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 4 5 FIRE PROTECTION KEY NOTES RE: SHEETS FP100a - FP103a ZONE. INDEPENDENTLY). SIZE AGENT STORAGE TO SUPPLY AGENT TO THE LARGEST SYSTEM ZONE MAY SHARE AGENT STORAGE CYLINDERS (ZONE DISCHARGE NFPA 2001 AND FIRE SUPPRESSION SYSTEM MANUFACTURER. FIRE SUPPRESSION CALCULATED TO PROVIDE THE MINIMUM DESIGN CONCENTRATION REQUIRED BY SHALL BE DETERMINED BY FACTORY TRAINED SYSTEM DESIGNER AND SHALL BE WHERE INDICATED ON PLANS. SIZE/CAPACITY AND FILL LEVEL OF CYLINDERS CLEAN AGENT STORAGE CYLINDERS. INSTALL IN OR NEAR PROTECTED AREA 11 CONTROL PANEL TO BUILDING FIRE ALARM SYSTEM. REQUIREMENTS. CONNECT FIRE ALARM, SUPERVISORY AND TROUBLE RELAYS OF APPLICABLE REQUIREMENTS OF NFPA 72, 2001 AND MANUFACTURER’S SYSTEM SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ALL RELEASE OF CLEAN AGENT FIRE SUPPRESSION SYSTEM. CONTROL/RELEASING CONTROL PANEL (UL LISTED AND FM APPROVED FOR RELEASING SERVICE) FOR 12 REQUIREMENTS. APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001 AND MANUFACTURER’S INSTALL AND TEST SMOKE DETECTION SYSTEM IN ACCORDANCE WITH ALL CONNECTED TO DIFFERENT INITIATING DEVICE ZONES (ZONE A OR B). DESIGN, WHERE PRESENT (NOT SHOWN ON PLANS). ADJACENT DETECTORS SHALL BE DETECTORS IN EACH ROOM/SPACE INCLUDING AREAS UNDER RAISED FLOORS EACH DETECTOR SHALL BE 225 SQ FT (15’ X 15’). PROVIDE AT LEAST 2 ACTUATION OF CLEAN AGENT FIRE SUPPRESSION SYSTEMS. MAXIMUM SPACING FOR INSTALL CROSS ZONED SMOKE DETECTION SYSTEM TO PROVIDE AUTOMATIC 13 SYSTEM" OR "ABORT FIRE SUPPRESSION SYSTEM RELEASE" AS APPROPRIATE. DESCRIBE SWITCH FUNCTION. SIGN SHALL STATE "RELEASE FIRE SUPPRESSION FROM PROTECTED SPACE. INSTALL SIGNS ADJACENT TO EACH SWITCH TO COUNTDOWN WHEN RELEASED. INSTALL SWITCHES ADJACENT TO EACH EXIT DOOR ABORT SWITCH SHALL RESET DISCHARGE TIME DELAY COUNTER AND RESTART PROVIDE MANUAL CONTROL OF EACH CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL MANUAL RELEASE AND "CONSTANT PRESSURE" TYPE ABORT SWITCHES TO 14 SHALL TRANSMIT A SUPERVISORY ALARM TO CONTROL/RELEASING PANEL. OF EACH FIRE SUPPRESSION SYSTEM WHEN ACTIVATED. ACTIVATION OF SWITCH CONTROL/RELEASING PANEL. CONFIGURE SWITCH TO DISABLE RELEASING RELAYS SUPPRESSION SYSTEM. INSTALL SYSTEM LOCKOUT ADJACENT TO INSTALL KEY OPERATED, MANUAL LOCK OUT SWITCH FOR CLEAN AGENT FIRE 15 SYSTEMS TO BE DETERMINED BY INSTALLING CONTRACTOR. SYSTEM. REQUIRED NUMBER AND LOCATION OF RELAYS AS WELL AS INTERFACED OFF, ETC.) REQUIRED FOR PROPER FUNCTION OF CLEAN AGENT FIRE SUPPRESSION AUXILIARY FUNCTIONS (I.E. DAMPER CLOSURE, FAN SHUTDOWN, EMERGENCY POWER INSTALL RELAYS FROM CONTROL/RELEASING PANEL TO INITIATE ALL REQUIRED 16 SUPPRESSION SYSTEM PRE -DISCHARGE ALARM". PROTECTED AREA. INSTALL SIGN ADJACENT TO EACH ALARM STATING "FIRE SOUND UPON ACTIVATION OF ANY SINGLE SMOKE DETECTION ZONE FOR PROTECTED SPACE ABOVE EACH EXIT DOOR. CONFIGURE ALARM TO FLASH AND BUILDING FIRE ALARM) FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM INSIDE INSTALL PRE -DISCHARGE ALARM (AUDIBLE AND VISIBLE SIGNALS DISTINCT FROM 17 SYSTEM RELEASED WHEN FLASHING". RELEASE. INSTALL SIGN ADJACENT TO EACH STROBE STATING "FIRE SUPPRESSION ABOVE EACH EXIT DOOR AND CONFIGURE STROBES TO FLASH UPON AGENT THE INTERIOR AND EXTERIOR OF PROTECTED SPACE. INSTALL DISCHARGE STROBES INSTALL DISCHARGE STROBES FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM IN TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 6 7 TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS REMODEL. COORDINATE WITH MECHANICAL AND ELECTRICAL SYSTEMS. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF SPRINKLER PROTECTION THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13. AND PIPING AS REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE PROPOSED BUILDING REMODEL. MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE 8 AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. 9 ZONE 3 - RECEPTION/EXHIBIT 55 ZONE 2 - ARCHIVE 57 ZONE 1 - VAULT 56 PANEL AND EXTINGUISHING AGENT (EACH ZONE DISCHARGES INDEPENDENTLY): SYSTEMS/ZONES AS INDICATED BELOW. ZONES MAY SHARE COMMON CONTROL PRESENT. PROVIDE 3 SEPARATE AND COMPLETELY DISTINCT FIRE SUPPRESSION SUSPENDED CEILING AND FLOOR INCLUDING VOLUME BELOW RAISED FLOOR WHERE SYSTEM SHALL BE TOTAL FLOODING TYPE PROTECTING ENTIRE VOLUME BETWEEN MANUFACTURER’S REQUIREMENTS AND PROJECT SPECIFICATIONS. CLEAN AGENT ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001, SYSTEM. DESIGN, INSTALL AND TEST CLEAN AGENT FIRE SUPPRESSION SYSTEM IN HATCHED AREA TO BE PROTECTED BY CLEAN AGENT (FM-200) FIRE SUPPRESSION 10 18 FIRE SUPPRESSION SYSTEM. DETECTION/WARNING ONLY AND SHALL NOT BE USED TO RELEASE CLEAN AGENT BUILDING FIRE ALARM SYSTEM. VESDA SYSTEM IS FOR EARLY SMOKE NORMALLY OCCUPIED AREA. PROGRAM HIGH THRESHOLD ALARM TO ACTIVATE PROGRAM LOW THRESHOLD ALARM (EARLY) TO SOUND SUPERVISORY ALARM IN THROUGHOUT ARE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL AIR SAMPLING TYPE, EARLY WARNING SMOKE DETECTION SYSTEM (VESDA) 19 AREAS FOR WATER SUPPLY. HAZARD GROUP 1. CONNECT TO EXISTING FIRE SPRINKLER PIPING IN ADJACENT DESIGN FIRE SPRINKLERS TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY EXTEND FIRE SPRINKLER PROTECT INTO EXISTING BASEMENT ELECTRICAL ROOM. 7 7 7 7 7 7 7 7 77 7 7 7 7 7 7 7 7 7 8 8 4 5 KEY PLAN A B SCALE: 1/8" = 1’-0" 1 0510 10 20 FP103a FP103a Plan Level 03 Area LEVEL 03 AREA A FIRE PROTECTION PLAN Protection A Fire TLC LIBRARIAN HOLLY STUDENT ENGAGEMENT LIBRARIAN VERONICA TLC WORKSPACE TEACHER LEARNING CENTER JUVENILLE STORAGE STUDY (MED) STUDY (MED) CIRC/SEC KIDS PLAYMOTHERS ROOM RESTROOM FAMILY STUDY OPEN STUDY OPEN STUDY Bridge Connection BRIDGE CONNECTION STAIR 1 MENS WOMENS SINGLE TEST RM WENDY / CUSTODIAL OFFICE Janitors Closet MAC SUPERVISOR REBEKAH MAC EQUIP STUDY (LG) STUDY (LG)MAC LAB STUDY (SM) STUDY (SM) STUDY (SM) SINGLE TEST RM STUDY (SM) STUDY (SM) 123 SF STUDY (SM) ELECTRICAL ELEC STUDY (SM) STUDY (SM) STUDY (SM) ( QUIET ) OPEN STUDY ELECTRICAL STORAGE SINGLE TEST RM Room Room SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM SINGLE TEST RM 1 G J L M N P Q E C 2 3 4 51.5 6 21.0780 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel 10/27/2022 Bid Set 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 b y u i d a h o p r o j e c t # :12242 10/27/2022 1 2 3 4 5 FIRE PROTECTION KEY NOTES RE: SHEETS FP100a - FP103a ZONE. INDEPENDENTLY). SIZE AGENT STORAGE TO SUPPLY AGENT TO THE LARGEST SYSTEM ZONE MAY SHARE AGENT STORAGE CYLINDERS (ZONE DISCHARGE NFPA 2001 AND FIRE SUPPRESSION SYSTEM MANUFACTURER. FIRE SUPPRESSION CALCULATED TO PROVIDE THE MINIMUM DESIGN CONCENTRATION REQUIRED BY SHALL BE DETERMINED BY FACTORY TRAINED SYSTEM DESIGNER AND SHALL BE WHERE INDICATED ON PLANS. SIZE/CAPACITY AND FILL LEVEL OF CYLINDERS CLEAN AGENT STORAGE CYLINDERS. INSTALL IN OR NEAR PROTECTED AREA 11 CONTROL PANEL TO BUILDING FIRE ALARM SYSTEM. REQUIREMENTS. CONNECT FIRE ALARM, SUPERVISORY AND TROUBLE RELAYS OF APPLICABLE REQUIREMENTS OF NFPA 72, 2001 AND MANUFACTURER’S SYSTEM SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ALL RELEASE OF CLEAN AGENT FIRE SUPPRESSION SYSTEM. CONTROL/RELEASING CONTROL PANEL (UL LISTED AND FM APPROVED FOR RELEASING SERVICE) FOR 12 REQUIREMENTS. APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001 AND MANUFACTURER’S INSTALL AND TEST SMOKE DETECTION SYSTEM IN ACCORDANCE WITH ALL CONNECTED TO DIFFERENT INITIATING DEVICE ZONES (ZONE A OR B). DESIGN, WHERE PRESENT (NOT SHOWN ON PLANS). ADJACENT DETECTORS SHALL BE DETECTORS IN EACH ROOM/SPACE INCLUDING AREAS UNDER RAISED FLOORS EACH DETECTOR SHALL BE 225 SQ FT (15’ X 15’). PROVIDE AT LEAST 2 ACTUATION OF CLEAN AGENT FIRE SUPPRESSION SYSTEMS. MAXIMUM SPACING FOR INSTALL CROSS ZONED SMOKE DETECTION SYSTEM TO PROVIDE AUTOMATIC 13 SYSTEM" OR "ABORT FIRE SUPPRESSION SYSTEM RELEASE" AS APPROPRIATE. DESCRIBE SWITCH FUNCTION. SIGN SHALL STATE "RELEASE FIRE SUPPRESSION FROM PROTECTED SPACE. INSTALL SIGNS ADJACENT TO EACH SWITCH TO COUNTDOWN WHEN RELEASED. INSTALL SWITCHES ADJACENT TO EACH EXIT DOOR ABORT SWITCH SHALL RESET DISCHARGE TIME DELAY COUNTER AND RESTART PROVIDE MANUAL CONTROL OF EACH CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL MANUAL RELEASE AND "CONSTANT PRESSURE" TYPE ABORT SWITCHES TO 14 SHALL TRANSMIT A SUPERVISORY ALARM TO CONTROL/RELEASING PANEL. OF EACH FIRE SUPPRESSION SYSTEM WHEN ACTIVATED. ACTIVATION OF SWITCH CONTROL/RELEASING PANEL. CONFIGURE SWITCH TO DISABLE RELEASING RELAYS SUPPRESSION SYSTEM. INSTALL SYSTEM LOCKOUT ADJACENT TO INSTALL KEY OPERATED, MANUAL LOCK OUT SWITCH FOR CLEAN AGENT FIRE 15 SYSTEMS TO BE DETERMINED BY INSTALLING CONTRACTOR. SYSTEM. REQUIRED NUMBER AND LOCATION OF RELAYS AS WELL AS INTERFACED OFF, ETC.) REQUIRED FOR PROPER FUNCTION OF CLEAN AGENT FIRE SUPPRESSION AUXILIARY FUNCTIONS (I.E. DAMPER CLOSURE, FAN SHUTDOWN, EMERGENCY POWER INSTALL RELAYS FROM CONTROL/RELEASING PANEL TO INITIATE ALL REQUIRED 16 SUPPRESSION SYSTEM PRE -DISCHARGE ALARM". PROTECTED AREA. INSTALL SIGN ADJACENT TO EACH ALARM STATING "FIRE SOUND UPON ACTIVATION OF ANY SINGLE SMOKE DETECTION ZONE FOR PROTECTED SPACE ABOVE EACH EXIT DOOR. CONFIGURE ALARM TO FLASH AND BUILDING FIRE ALARM) FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM INSIDE INSTALL PRE -DISCHARGE ALARM (AUDIBLE AND VISIBLE SIGNALS DISTINCT FROM 17 SYSTEM RELEASED WHEN FLASHING". RELEASE. INSTALL SIGN ADJACENT TO EACH STROBE STATING "FIRE SUPPRESSION ABOVE EACH EXIT DOOR AND CONFIGURE STROBES TO FLASH UPON AGENT THE INTERIOR AND EXTERIOR OF PROTECTED SPACE. INSTALL DISCHARGE STROBES INSTALL DISCHARGE STROBES FOR CLEAN AGENT FIRE SUPPRESSION SYSTEM IN TEST BY: GREG JONES - PCI TEST LOCATION: SIDEWALK AREA NORTHWEST OF BUILDING TEST DATE: 8/10/22 FLOW: 1,321 GPM RESIDUAL PRESSURE: 72 PSI STATIC PRESSURE: 81 PSI SYSTEM SUPPLIES THE FOLLOWING PRESSURES/FLOW FOR FIRE PROTECTION: EXISTING 6" FIRE PROTECTION WATER SUPPLY TO BUILDING TO REMAIN. WATER CONNECT TO RISER DOWNSTREAM OF ALARM VALVE. SUPPLY FROM EXTERIOR, FREE STANDING FIRE DEPARTMENT CONNECTION VALVE ASSEMBLY (RETROFIT), 4" OS&Y VALVE AND ALARM VALVE WITH TRIM. 4" EXISTING FIRE SPRINKLER RISER TO REMAIN. RISER INCLUDES 4" DOUBLE CHECK EXISTING 4" VERTICAL FEED MAIN INSTALLED IN MECHANICAL SHAFT TO REMAIN. EACH FLOOR LEVEL TO REMAIN. EXISTING FIRE SPRINKLER CONTROL VALVE TO ISOLATE FIRE SPRINKLERS ON B (1ST AND 2ND LEVELS) TO REMAIN. EXISTING 3" HORIZONTAL FEED MAIN TO SUPPLY FIRE SPRINKLER ZONES IN AREA 6 7 TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF REMODEL. REUSED WHERE COMPLETELY FUNCTIONAL AND COMPLIANT WITH NFPA 13. REFER OF REMODEL AREA. EXISTING PIPING SUPPORTS AND BRACES MAY REMAIN TO BE PIPING, COUPLINGS, FITTINGS AND FIRE SPRINKLERS. REMOVE PIPING BACK TO EDGE SHOULD BE REPLACED WITH NEW PIPING/SPRINKLERS REMOVE ALL EXISTING INSTALLED IN 1979, ARE NEAR THE END OF THEIR ANTICIPATED SERVICE LIFE AND TO UNDERGO REMODEL WITH NEW. PIPING/SPRINKLERS IN BASEMENT WERE REPLACE EXISTING FIRE SPRINKLERS, AND PIPING THROUGHOUT BASEMENT AREAS REMODEL. COORDINATE WITH MECHANICAL AND ELECTRICAL SYSTEMS. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF SPRINKLER PROTECTION THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13. AND PIPING AS REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE PROPOSED BUILDING REMODEL. MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS PORTIONS OF THE BUILDING TO REMAIN AND TO BE MODIFIED TO ACCOMMODATE SIGNIFICANT SERVICE LIFE REMAINING. EXISTING FIRE SPRINKLER SYSTEM IN THESE FIRE SPRINKLERS AND PIPING ON LEVELS 1-3 WERE INSTALLED IN 1999 AND HAVE 8 AREAS TO MAINTAIN WATER SUPPLY. RECONNECT PIPING TO NEW FIRE SPRINKLER PIPING THROUGHOUT REMODEL EXISTING FIRE SPRINKLERS AND PIPING OUTSIDE OF REMODEL AREA TO REMAIN. 9 ZONE 3 - RECEPTION/EXHIBIT 55 ZONE 2 - ARCHIVE 57 ZONE 1 - VAULT 56 PANEL AND EXTINGUISHING AGENT (EACH ZONE DISCHARGES INDEPENDENTLY): SYSTEMS/ZONES AS INDICATED BELOW. ZONES MAY SHARE COMMON CONTROL PRESENT. PROVIDE 3 SEPARATE AND COMPLETELY DISTINCT FIRE SUPPRESSION SUSPENDED CEILING AND FLOOR INCLUDING VOLUME BELOW RAISED FLOOR WHERE SYSTEM SHALL BE TOTAL FLOODING TYPE PROTECTING ENTIRE VOLUME BETWEEN MANUFACTURER’S REQUIREMENTS AND PROJECT SPECIFICATIONS. CLEAN AGENT ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 72, NFPA 2001, SYSTEM. DESIGN, INSTALL AND TEST CLEAN AGENT FIRE SUPPRESSION SYSTEM IN HATCHED AREA TO BE PROTECTED BY CLEAN AGENT (FM-200) FIRE SUPPRESSION 10 18 FIRE SUPPRESSION SYSTEM. DETECTION/WARNING ONLY AND SHALL NOT BE USED TO RELEASE CLEAN AGENT BUILDING FIRE ALARM SYSTEM. VESDA SYSTEM IS FOR EARLY SMOKE NORMALLY OCCUPIED AREA. PROGRAM HIGH THRESHOLD ALARM TO ACTIVATE PROGRAM LOW THRESHOLD ALARM (EARLY) TO SOUND SUPERVISORY ALARM IN THROUGHOUT ARE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. INSTALL AIR SAMPLING TYPE, EARLY WARNING SMOKE DETECTION SYSTEM (VESDA) 19 AREAS FOR WATER SUPPLY. HAZARD GROUP 1. CONNECT TO EXISTING FIRE SPRINKLER PIPING IN ADJACENT DESIGN FIRE SPRINKLERS TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY EXTEND FIRE SPRINKLER PROTECT INTO EXISTING BASEMENT ELECTRICAL ROOM. 7 7 7 7 7 7 7 7 7 7 77 77 77 7 7 7 7 8 8 8 8 8 3 4 CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S) SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) FIRE ALARM SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DETECTOR SUBSCRIPTS P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR M MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP) FIRE ALARM CONTROL & VOICE EVAC. PANEL (WALL MOUNTED, TOP AT 6'-0' AFF) F FACP NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF) REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF) NAC RA MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72) MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULE MM CM ADDRESSABLE MONITORING MODULE FIRE ALARM FLOW SWITCH FIRE ALARM TAMPER SWITCH FS TS WALL MOUNTED FIRE SPEAKER ONLY WALL MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS REQUIRED) # ADDRESSABLE DETECTOR WITH BASE CEILING MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS REQUIRED) WALL MOUNTED FIRE ALARM SPEAKER STROBE (CANDELA RATING AS REQUIRED) CEILING MOUNTED FIRE ALARM SPEAKER STROBE (CANDELA RATING AS REQUIRED) EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC. FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. GENERAL FIRE ALARM SYSTEM NOTES CEILING MOUNTED FIRE ALARM SPEAKER ONLY FIRE ALARM SMOKE DAMPERSD LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) F 7-DAY PROGRAMMABLE TIMER SWITCH (INTERMATIC MODEL EI500WC SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M MOMENTARY SWITCH CENTER OFF WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 -10V DIMMING CONTROLS BETWEEN SWITCH AND FIXTURES. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POW ER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R (30A FUSES) COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER W P W EATHERPROOF (UL LISTED W EATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W W ASHING MACHINE D DRYER (30A-240V RATED RECPT.) M MICROW AVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR 30A/3P/3R SIZE 1 (30A FUSES) SMALL EXHAUST FAN CONNECTION TV 120V RECEPT. FOR TV; VERIFY HEIGHT W ITH ARCH. DRAW INGS & ELEVATIONS USB 120V RECPT. W ITH USB CHARGING PORTS EW C ELECTRIC W ATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.) DISP GARBAGE DISP. (UNDER SINK) DW DISHW ASHER (COORDINATE W / MILLW ORK, INSTALL PER NEC 422.16(B)(2)). M/R MICROW AVE/RANGE HOOD (COORDINATE W / MILLWORK) R ELECTRIC RANGE (50A-240V RATED RECPT.) GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T/_D-X CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3,4 BELOW) _D-X A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: ### _D-X SPECIAL SYSTEMS NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2" 3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED). 4. IN LOCATIONS W/ DROP TILE CEILINGS DATA JACKS SHALL BE MOUNTED ABOVE TILE CEILING. IN LOCATIONS W/ HARD CEILING DATA JACKS SHALL BE CUT INTO THE CEILING. WALL/FLOOR ELECTRICAL PATHWAY SLEEVE; INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. (qty) = QUANTITY OF SLEEVES AT LOCATION EP2 = 2" HILTI SPEED SLEEVE CP-653-BA EP4 = 4" HILTI SPEED SLEEVE CP-653-BA ### FB# _D-X ELECTRICAL FLOORBOX REFER TO "ELECTRICAL FLOORBOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY ### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW) INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS. WALL ### FLOOR (qty) (qty) CRESTRON SCHEDULING TOUCH SCREEN AND ANGLED WALL MOUNT: 7in ROOM SCHEDULING TOUCH SCRREN, BLACK SMOOTH: TSW-770-LB-B-S 6511329 MULTISUFACE ANGLED WALL MOUNT KIT: TSW-770/1070-MSMK-ANG-B-S-6511786 PROVIDE AND INSTALL (1) CAT 6A CABLE FROM DEVICE TO NEAREST COMMUNICATIONS ROOM. INSTALL 1" CONDUIT FROM DEVICE TO NEAREST ACCESSIBLE CEILING. SS P 1PH 2/C 3/C 3P 3PH 3W 4W AC ADA AFF AFG AIC AL A or AMP ANN AP ATS AV AWG BFG C CATV CB CCTV CKT C CP CT CU DS EA E.C. EM EMT ENT EPO EQUIP EX FA FACP FLA FMC GND G.C. GEN GFI GFP HD HID HOA HP HPS HV HZ IG IMC J-BOX ABBREVIATIONS SINGLE POLE SINGLE-PHASE TWO-CONDUCTOR THREE-CONDUCTOR THREE POLE THREE-PHASE THREE-WIRE FOUR-WIRE ABOVE COUNTER AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA) AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BELOW FINISHED GRADE CEILING MOUNTED CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CONDUIT CONTROL PANEL CURRENT TRANSFORMER COPPER DISCONNECT SWITCH EACH ELECTRICAL CONTRACTOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METAL CONDUIT GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSE POWER HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT JUNCTION BOX V KVA kW kWh LED LFMC LFNC LTG LV MAX M.C. MCA MCB MCC MDP MH MIN MLO MOCP NA NC NEC NEMA NFPA NIC NL NO NTS OC OH DR OL PB P PNL PT PTZ QTY RCP RMC RNC SCA SCBA SF SPD SPEC SWBD SWGR TL TP TTB TV TYP UG UPS V VA V.I.F. VFD WAP W/ W/O WP XFMR KILOVOLT KILOVOLT AMPERE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LIGHTING LOW VOLTAGE MAXIMUM MECH. CONTRACTOR MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVERHEAD DOOR OVERLOAD PUSHBUTTON PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT SHORT CIRCUIT AMPS STANDARD COLOR BY ARCHITECT SQUARE FOOT (FEET) SURGE PROTECTION DEVICE SPECIFICATION SWITCHBOARD SWITCHGEAR TWIST LOCK TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VERIFY IN FIELD VARIABLE FREQUENCY DRIVE WIRELESS ACCESS POINT WITH WITHOUT WEATHERPROOF TRANSFORMER A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE: 1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND CABLING SUB. REFER TO SECTION 26 6210(1.4)(E)FOR ADDITIONAL INFORMATION. PROJECT GENERAL NOTES: CONTACT:Jarom Taylor Nexant (801) 746-1623 For Assistance UTILITY LIGHTING REBATES & INCENTIVES: IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS. TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' -6'' THERMOSTAT OR SENSOR VERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' -0'' * 3' -6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CAB. DIMENSIONS PER ARCH. DETAIL 6" CABINET *E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' -8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICAL EQUIPMENT NOTE #1 N O T E #4 NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EG000 ELECTRICAL SYMBOLS & DETAILS 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET SECURITY & ACCESS CONTROL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION CARD READER/KEYPAD LOCATION; UTILIZE 4SQ. BOX W/1-GANG MUDRING AND 1"C. W/ PULL STRING TO NEAREST ACCESSIBLE CEILING SPACE. CR CONNECTION TO DOOR FRAME FOR ACCESS CONTROL. PROVIDE (1)1"C W/PULLSTRING FROM DOOR TO NEAREST ACCESSSIBLE CEILING SPACE. • E.C. IS RESPONSIBLE FOR ROUGH-IN FOR ACCESS CONTROL SYSTEM; E.C. SHALL COORDINATE ROUGH- IN OF ACCESS CONTROL SYSTEM WITH OWNER PRIOR TO ROUGH-IN. GENERAL SECURITY & ACCESS CONTROL NOTES: F REQUEST TO EXIT; UTILIZE 4SQ. BOX W/1-GANG MUDRING AND 1"C. W/ PULL STRING TO NEAREST ACCESSIBLE CEILING SPACE. RX SECURITY CAMERA: PROVIDE AND INSTALL A 4SQ. BOX W/ A 1" CHASE NIPPLE OR 1" C., TO NEAREST ACCESSIBLE CEILING SPACE. WITH (1) DATA DROP MOUNTED ABOVE ACCESSIBLE CEILING BUT WITHIN 10FT OF CAMERA LOCATION, FOR CAMERA PATCH CORD. CAMERA TO BE PROVIDED AND INSTALLED BY OWNER OVER BOX; COORDINATE ROUGH-IN W/ OWNER CAMERA SPEC PRIOR TO ROUGH-IN. CS CALL STATIONS & SIGNAGE: AXIS A8004-VE; LOCATE (1) AT EACH ELEVATOR LANDING OR AS REQUIRED BY LOCAL AHJ ON ALL FLOORS W/ CAT6A CABLE TO NEAREST IT ROOM 12" SQUARE, SEMI-RECESSED 60HZ. SYNCHRONOUS, 4-WIRE CLOCK WITH ALUMINUM FRAME AND WHITE FACE. SIMPLEX #2310-9271 W/ SIMPLEX #2975-9038 RECESSED BACKBOX. (UNO) CLOCK (AMERICAN TIME & STANDARD #ASQMSTR-002XE) PROVIDE AND INSTALL A 3/4"C., 4#12 THHN (BLK,WHT,RED,GRN) FROM EACH CLOCK BACK TO NEAREST MASTER CLOCK OR SYSTEM J-BOX. PROVIDE ALL REQUIRED CONNECTIONS BETWEEN MASTER CLOCK AND CLOCKS FOR A COMPLETE AND FUNCTIONAL SYSTEM. PATRON COUNTING SYSTEM SCHEDULE SYMBOL DESCRIPTION PROVIDE ALL EQUIPMENT, MATERIALS, AND CABLE NECESSARY FOR INSTALLATION, COMMISSIONING AND PROGRAMMING OF A COMPLETE AND OPERABLE P.O.E. BASED, 3D VIDEO PATRON COUNTING SYSTEM AS MANUFACTURED BY SENSOURCE. EACH VIDEO SENSOR SHALL BE CONNECT TO NEAREST CEILING P.O.E. DATA PORT. VIDEO SENSORS SHALL BE INSTALLED AND COMMISSIONED BY SENSOURCE CERTIFIED TECHNICIAN. PROVIDE FACTORY 5 YEAR WARRANTY AND 1 YEAR CLOUD DATA HOSTING. PROVIDE ON SITE FACTORY SUPPORTED TRAINING FOR OWNER. FOR ADDITIONAL INFORMATION AND QUOTATION CONTACT: SENSOURCE CHRIS LISTORTI CLISTORTI@SENSOURCEINC.COM PC nPP16-D NHN CAT5e BLK/ORN WHT BLU BLU VIO GRY GRN 0-10V LED DRIVER IN FIXTURE TO ADDITIONAL LIGHT FIXTURES S R 120V PW R 0-10V DIMMING CAT5e CABLE nLIGHT CEILING SENSOR, TYPE & QTY PER DRAWINGS 120V CIRUIT SEE DW G'S RELAY/PWR PACK, SEE DETAIL LIGHT FIXTURE QTY & TYPE PER DW G'S DETAIL GENERAL NOTES: A. THIS DIAGRAM IS SCHEMATIC IN NATURE; REFER TO LTG DRAWINGS nLIGHT LIGHTING CONTROL SCHEDULE FOR ADDITIONAL INFORMATION, QTY AND LOCATION OF SENSORS, SWITCHES, FIXTURES, ETC. B. E.C. SHALL MEET WITH OW NERS REP. AND PROGRAM DEVICE OPERATION AND CONTROL ZONES OF LIGHTING TO OW NER'S SATISFACTION PRIOR TO FINAL PUNCHOUT OF PROJECT. AV ROOMS WITH A/V CABINETS, PROVIDE nLIGHT nIO-X KIT, LOCATED IN CABINET & SUPPLY DB9F ADAPTERS AS REQUIRED. REFER TO DWG'S (D/EG100) ON/OFF ON/OFF GRAY DEVICE W/ STAINLESS STEEL COVERPLATE nLIGHT SW ITCH(ES) TYPE & QTY PER DWG'S ON OFF GRAY DEVICE W/ STAINLESS STEEL COVERPLATE n### n### nLIGHT SWITCH(ES) TYPE & QTY PER DWG'S n### S 120V PW R CAT5e CABLE LIGHT FIXTURE QTY & TYPE PER DWG'S 120V CIRUIT SEE DWG'S ON OFF GRAY DEVICE W/ STAINLESS STEEL COVERPLATE AV ROOMS WITH A/V CABINETS, PROVIDE nLIGHT nIO-X KIT, LOCATED IN CABINET & SUPPLY DB9F ADAPTERS AS REQUIRED. REFER TO DWG'S nLIGHT SWITCH(ES) TYPE & QTY PER DWG'S ON/OFF ON/OFF GRAY DEVICE W/ STAINLESS STEEL COVERPLATE n### n### DETAIL GENERAL NOTES: A. THIS DIAGRAM IS SCHEMATIC IN NATURE; REFER TO LTG DRAWINGS nLIGHT LIGHTING CONTROL SCHEDULE FOR ADDITIONAL INFORMATION, QTY AND LOCATION OF SENSORS, SWITCHES, FIXTURES, ETC. B. E.C. SHALL MEET WITH OWNERS REP. AND PROGRAM DEVICE OPERATION AND CONTROL ZONES OF LIGHTING TO OW NER'S SATISFACTION PRIOR TO FINAL PUNCHOUT OF PROJECT. nLIGHT SWITCH(ES) TYPE & QTY PER DWG'S nLIGHT CEILING SENSOR, TYPE & QTY PER DRAW INGS n###FIRE ALARM SYSTEM NOTES: • FIRE ALARM SYSTEM CONDUIT ROUTING SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR TO MEET THE SPECIFIED DESIGN CRITERIA. • ALL FIRE ALARM SYSTEM CABLING SHALL BE RUN IN CONDUIT OR WIREMOLD WHERE SURFACE MOUNTED RACEWAY MUST BE INSTALLED IN EXISTING FINISHED SPACES. • CONTRACTOR SHALL PROVIDE ADDITIONAL POWER SUPPLY AND AMPLIFIER PANELS WHERE REQUIRED TO MEET THE SPECIFIED DESIGN CRITERIA. • CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AND OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE LETTER WITH SHOP DRAWING SUBMITTAL TO ENGINEER. • E.C. SHALL PROVIDE AND INSTALL CELLULAR ALARM COMMUNICATOR FOR FIRE ALARM SYSTEM MONITORING, TELGUARD TG-7FS LTE OR EQUAL. SYSTEM SHALL BE UL LISTED AND COMPLIANT WITH NFPA 72 REQUIREMENTS. NEW FIRE ALARM & VOICE EVAC. PANEL(S) TYPICAL NOTIFICATION APPLIANCE CIRCUIT (STROBES) TYPICAL INITIATING DEVICE CIRCUIT (SLC LOOP) CLASS B H P FSTSD MM CMRM TYPICAL NOTIFICATION APPLIANCE CIRCUIT (SPEAKERS) RA REMOTE ANNUNCIATOR(S) WITH MICROPHONE (VERIFY LOCATION WITH LOCAL AHJ) D CM 120V CIRCUIT DOOR HOLDER CIRCUIT MECH. EQUIP. FAN SHUT DOWN ADDITIONAL NAC & AMPLIFIER PANELS AS NEEDED, INSTALL IN ELEC. ROOMS UL 864 CELLULAR ALARM COMM. TO ADDITIONAL ADDRESSABLE DEVICES LOAD ADDITIONAL 1-POLE LINE VOLTAGE OCC. SENSOR(S) AS PER DRAWINGS 1-POLE LINE VOLTAGE OCC. SENSOR PER DRAWINGS SWITCH PER DRAWINGS ROOM LTG 120/277V CIRCUIT PER DRAWINGS BLACK BLUE WHITE BLACK BLUE WHITE TEE BAR GRID POW ER SUPPLY CONDUIT FOR CEILING OR WALL "J" BOX. SUPPORT WIRE BY ELECTRICAL CONTRACTOR INDEPENDENT OF CEILING SYSTEM. (TYPICAL) ACOUSTIC CEILING TILE SUPPORT CLIPS ALL SIDES 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EG100 ELECTRICAL DETAILS 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET SCALE: NONEDnLIGHT POWER/RELAY PACK DETAIL SCALE: NONECnLIGHT CONTROL DIAGRAM W/NON-nLIGHT FIXTURES SCALE: NONEBnLIGHT CONTROL DIAGRAM W/ nLIGHT FIXTURES SCALE: NONEAFIRE ALARM RISER DIAGRAM (VOICE EVAC.) SCALE: 1/8" = 1'-0"E LINE-VOLTAGE, 1-POLE CEILING OCC. SENSORS W/ OVERRIDE SWITCH SCALE: 1/8" = 1'-0"F RECESSED LIGHT FIXTURE DETAIL F16 ? ? 1 1LB-16 4'-0 MIN. 6" 25'-0± UNDISTURBED OR COMPACTED EARTH POLE BASE WITH 4 #5 RE-BARS AND #3 TIES @ 12" O.C. 3000 PSI MIN. CONDUIT (PVC) 24" MIN. DEPTH. REFER TO PLAN. ANCHOR BOLTS TO SUIT POLE FINISHED GRADE POLE BASE COVER POLE LIGHT-SEE SCHEDULE 24" DIA. GFI, WP RECEPTACLE (WHERE INDICATED ON DWG'S) HAND HOLE TOP EDGE OF POLE BASE SHALL BE CHAMFERED 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ES100 ELECTRICAL SITE PLAN - WEST ENTRANCE 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET KEY NOTES:# 1 CIRCUIT NEW POLE LIGHT TO EXITING POLE LIGHT CIRCUIT . UTILIZE EXISTING CONTROLS. SCALE: 1" = 10'-0"1 ELECTRICAL SITE PLAN NORTH 20'10'0"SCALE: NONEAPOLE LIGHT DETAIL J G J E C 2 3 4 5 6 1 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED100 EXISTING LIGHTING PLAN LEVEL 0 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 EXISTING PHOTO-CELL FOR OUTSIDE LIGHTING CONTROL TO REMAIN. EXACT LOCATION TO BE FIELD VERIFIED. PROTECT AND MAINTAIN EXISTING WIRE AND CABLE TO DEVICE. NORTH 16'8'0"SCALE: 1/8" = 1'-0"1 LEVEL 0 EXISTING LIGHITNG PLAN 1 G J L M N P Q E C 2 3 4 5 61.5 EE201 2 1 1 1 2 2 2 2 2 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED101 EXISTING LIGHTING PLAN LEVEL 1 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 EXISTING EXIT LIGHT TO REMAIN. PROTECT AND/OR RE-ESTABLISH ELECTRICAL SERVICE. 2 EXISTING LIGHT TO REMAIN. PROTECT DURING CONSTRUCTION, CIRCUIT AND CONTROL AS SHOWN IN NEW DESIGN. NORTH 16'8'0"SCALE: 1/8" = 1'-0"1 LEVEL 1 EXISTING LIGHITNG PLAN AREA A KEY PLAN A B 16151413121110987 K H F D B A 'EE''1P''MCC1' 'M' 1 2 2 3 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED102 EXISTING LIGHTING PLAN LEVEL 1 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 EXISTING LIGHTING IN ROOM TO REMAIN. MAINTAIN AND/OR RE-ESTABLISH EXISTING FEEDER AND CONTROLS. 2 EXISTING EXIT LIGHT TO REMAIN. PROTECT AND/OR RE-ESTABLISH ELECTRICAL SERVICE. 3 EXISTING LIGHT TO REMAIN. PROTECT DURING CONSTRUCTION, CIRCUIT AND CONTROL AS SHOWN IN NEW DESIGN. NORTH 16'8'0"SCALE: 1/8" = 1'-0"1 LEVEL 1 EXISTING LIGHITNG PLAN AREA B KEY PLAN A B 1 G J L M N P Q E C 2 3 4 5 61.5 1 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED103 EXISTING LIGHTING PLAN LEVEL 2 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 EXISTING EXIT LIGHT TO REMAIN. PROTECT AND/OR RE-ESTABLISH ELECTRICAL SERVICE. NORTH 16'8'0"SCALE: 1/8" = 1'-0"1 LEVEL 2 EXISTING LIGHITNG PLAN AREA A KEY PLAN A B 16151413121110987 K H F D B A 1 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED104 EXISTING LIGHTING PLAN LEVEL 2 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 EXISTING EXIT LIGHT TO REMAIN. PROTECT AND/OR RE-ESTABLISH ELECTRICAL SERVICE. NORTH 16'8'0"SCALE: 1/8" = 1'-0"1 LEVEL 2 EXISTING LIGHITNG PLAN AREA B KEY PLAN A B 1 G J L M N P Q E C 2 3 4 5 61.5 1 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED105 EXISTING LIGHTING PLAN LEVEL 3 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 EXISTING EXIT LIGHT TO REMAIN. PROTECT AND/OR RE-ESTABLISH ELECTRICAL SERVICE. NORTH 16'8'0"SCALE: 1/8" = 1'-0"1 LEVEL 3 EXISTING LIGHTING PLAN KEY PLAN A B P P PP P P FF P D D D D D D PP PP P F F P PP P RM RM RM RM RM RM M M M M G J E C 2 3 4 5 6 'O' 'M C ' 'A T S W E S T ' 'E M W ' 'A T S E A S T ' 'E M E ' EXISTING SWITCH GEAR 'E' 'UPS' 1 PROTECT AND MAINTAIN ALL EXISTING ELECTRICAL EQUIPMENT IN THIS ROOM 2 2 2 2 2 2 2 'CP7' 3 2 22 2 2 2 'R' 'U P S -W ' 'DB1''P' 4 5 MASTER CLOCK 3 2 2 2 2 22 2 2 2 2 2 6 7 8 9 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED200 EXISTING ELECTRICAL PLAN LEVEL 0 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET SCALE: 1/8" = 1'-0"1 LEVEL 0 EXISTING ELECTRICAL PLAN 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 DISCONNECT AND REMOVE EXISTING MCC. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FEEDERS BACK TO SOURCE AND LABEL BREAKER AS SPARE. REMOVE ASSOCIATED WIRE AND CONDUIT TO EXISTING LOADS. 2 EXISTING DEVICE LOCATION TO REMAIN. REPLACE DEVICE AND FACEPLATE. PROVIDE NEW CIRCUIT AS SHOWN. 3 EXISTING ELECTRICAL PANEL TO REMAIN. PROTECT, MAINTAIN OR RE-ESTABLISH ELECTRICAL SERVICE TO THIS PANEL. 4 EXISTING VFD'S PROTECT, MAINTAIN, AND/OR RE-ESTABLISH ELECTRICAL SERVICE TO DEVICES. 5 EXISTING PANEL TO REMAIN. PROTECT, MAINTAIN, AND/OR RE-ESTABLISH ELECTRICAL SERVICE. MAINTAIN EXISTING BRANCH CIRCUITS FROM PANEL, AND NEW AS SHOWN. PROVIDE NEW PANEL INDEX AND PANEL LABEL. 6 EXISTING DEVICE TO REMAIN. PROTECT DEVICE DURING CONSTRUCTION, MAINTAIN AND/OR RE-ESTABLISH SERVICE TO DEVICE. 7 CAREFULLY DISCONNECT, REMOVE, CLEAN, AND STORE EXISTING CLOCK TO BE USED IN REMODEL. 8 EXISTING MASTER CLOCK CIRCUIT. E.C. SHALL FIELD VERIFY EXACT LOCATION. PROTECT AND MAINTAIN CIRCUIT TO BE USED IN REMODEL. 9 EXISTING PANEL LOCATION TO REMAIN. DISCONNECT AND REMOVE EXISTING POWERLINK 'AS' INTERIOR. REPLACE WITH COMPATIBLE 'NQ' STYLE INTERIOR AND BREAKERS. PROVIDE NEW DOOR AND PANEL INDEX SHOWING NEW CIRCUITING. NORTH 16'8'0" DEMO: FIRE ALARM SYSTEM • E.C. SHALL DISCONNECT AND REMOVE ALL EXISTING FIRE ALARM DEVICES. DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT AND WIRE. • DISCONNECT, REMOVE, AND RETURN ALL FIRE ALARM CONTROL PANELS, NAC PANELS, AND ANNUNCIATOR PANEL TO OWNER. P F F P PP P P P P P P P P P P P P PP P P P P P P P P P P P P P P P P PP P P F P 1 G J L M N P Q E C 2 3 4 5 61.5 'EW3' '1LB' 'CP11' 'CP9''CP10' 1 1 2 2 2 2 2 2 2 2 3 1 2 2 2 2 'B' 3 4 5 5 5 5 5 5 'C' 6 7 7 7 7 7 77 7 7 7 5 5 5 7 2 5 5 5 5 5 5 5 5 5 5 5 5 8 5 5 8 5 5 9 10 10 10 10 10 1010 10 10 10 9 11 11 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED201 EXISTING ELECTRICAL PLAN LEVEL 1 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 DISCONNECT AND REMOVE EXISTING PANEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. 2 DISCONNECT AND REMOVE ALL POWER/DATA POLES IN CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TO SOURCE OR NEXT ACTIVE J-BOX. MARK ANY UNUSED BREAKERS AS "SPARE". 3 EXISTING ELECTRICAL PANEL TO REMAIN. PROTECT, MAINTAIN OR RE-ESTABLISH ELECTRICAL SERVICE TO THIS PANEL. 4 CAREFULLY DISCONNECT AND REMOVE EXISTING POWERLINK PANEL. INTERIOR OF PANEL TO BE REUSED IN NEW DESIGN, PROVIDE NEW CAN, FRAME, AND DOOR FOR EXISTING PANEL INTERIOR. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. SEE NEW ELECTRICAL DESIGN FOR REINSTALLATION LOCATION. 5 EXISTING DEVICE LOCATION TO REMAIN. REPLACE DEVICE AND FACEPLATE. PROVIDE NEW CIRCUIT AS SHOWN. 6 EXISTING PANEL TO BE REMOVED, REMOVE ALL ASSOCIATED CONDUIT, WIRE, AND CABLING. 7 CAREFULLY DISCONNECT, REMOVE, AND CLEAN EXISTING SECURITY CAMERA. REMOVE ALL ASSOCIATED CONDUIT AND CABLE. RETURN CAMERA TO OWNER. 8 CAREFULLY DISCONNECT, REMOVE, CLEAN, AND STORE EXISTING CLOCK TO BE USED IN REMODEL. 9 REMOVE EXISTING SECTION OF CABLE TRAY IN CONFLICT WITH REMODEL. 10 EXISTING CABLE TRAY TO REMAIN, PROTECT DURING CONSTRUCTION. 11 EXISTING ADA DOOR OPENING DEVICES. PROTECT DEVICES, MAINTAIN AND/OR RE-ESTABLISH FUNCTIONALITY OF SYSTEM. PROVIDE NEW CIRCUITING AS SHOWN IN NEW DESIGN. SCALE: 1/8" = 1'-0"1 LEVEL 1 EXISTING ELECTRICAL PLAN AREA A NORTH 16'8'0" KEY PLAN A B DEMO: FIRE ALARM SYSTEM • E.C. SHALL DISCONNECT AND REMOVE ALL EXISTING FIRE ALARM DEVICES. DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT AND WIRE. • DISCONNECT, REMOVE, AND RETURN ALL FIRE ALARM CONTROL PANELS, NAC PANELS, AND ANNUNCIATOR PANEL TO OWNER. J J J J J F TS FS DD D D RM CM P P F F F P P P P P P P P P P P P P P P P P P P P P M M M M CR 16151413121110987 K H F D B A 'M' '1P''EE' '1A' '1LA' 'CP1' 'CP2' 'CP3' 'CP4' 'CC''MCC1' 1 1 1 1 1 1 1 2 2 3 4 2 5 2 6 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8888888 8 8 8 8 8 8 8 8 8 8 8 8 8 88 8 8 8 8 8 8 8 8 8 8 88 88 8 8888 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 1 8 9 10 8 8 8 11 10 1 11210 1 13 13 13 13 13 13 13 13 13 13 14 14 14 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED202 EXISTING ELECTRICAL PLAN LEVEL 1 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 DISCONNECT AND REMOVE ALL POWER/DATA POLES IN CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TO SOURCE OR NEXT ACTIVE J-BOX. MARK ANY UNUSED BREAKERS AS "SPARE". 2 EXISTING ELECTRICAL PANEL TO REMAIN. PROTECT, MAINTAIN OR RE-ESTABLISH ELECTRICAL SERVICE TO THIS PANEL. 3 DISCONNECT AND REMOVE EXISTING MCC. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FEEDERS BACK TO SOURCE AND LABEL BREAKER AS SPARE. REMOVE ASSOCIATED WIRE AND CONDUIT TO EXISTING LOADS. 4 REPLACE EXISTING MAIN SWITCHBOARD WITH NEW. RECONNECT ALL EXISTING AND NEW FEEDERS. 5 EXISTING PANEL LOCATION TO REMAIN. DISCONNECT AND REMOVE EXISTING POWERLINK 'AS' INTERIOR. REPLACE WITH COMPATIBLE 'NQ' STYLE INTERIOR AND BREAKERS. PROVIDE NEW PANEL INDEX SHOWING NEW CIRCUITING. 6 EXISTING 100A 3 POLE BREAKER AND ENCLOSURE, W/ SHUNT TRIP CONTROL, TO REMAIN. PROTECT, MAINTAIN AND/OR RE-ESTABLISH ELECTRICAL SERVICE TO DISCONNECT. 7 CAREFULLY DISCONNECT AND REMOVE EXISTING POWERLINK PANEL. INTERIOR OF PANEL TO BE REUSED IN NEW DESIGN, PROVIDE NEW CAN, FRAME, AND DOOR FOR EXISTING PANEL INTERIOR. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. SEE NEW ELECTRICAL DESIGN FOR REINSTALLATION LOCATION. 8 EXISTING DEVICE LOCATION TO REMAIN. REPLACE DEVICE AND FACEPLATE. PROVIDE NEW CIRCUIT AS SHOWN. 9 EXISTING RACEWAY TO BE REMOVED, REMOVED ALL ASSOCIATED CONDUIT, WIRE, AND CABLE. 10 CAREFULLY DISCONNECT, REMOVE, AND CLEAN EXISTING SECURITY CAMERA. REMOVE ALL ASSOCIATED CONDUIT AND CABLE. RETURN CAMERA TO OWNER. 11 EXISTING ADA DOOR OPENING DEVICES. PROTECT DEVICES, MAINTAIN AND/OR RE-ESTABLISH FUNCTIONALITY OF SYSTEM. PROVIDE NEW CIRCUITING AS SHOWN IN NEW DESIGN. 12 CAREFULLY DISCONNECT, REMOVE, CLEAN, AND STORE EXISTING CLOCK TO BE USED IN REMODEL. 13 EXISTING CABLE TRAY TO REMAIN, PROTECT DURING CONSTRUCTION. 14 REMOVE EXISTING SECTION OF CABLE TRAY IN CONFLICT WITH REMODEL. SCALE: 1/8" = 1'-0"1 LEVEL 1 EXISTING ELECTRICAL PLAN AREA B NORTH 16'8'0" KEY PLAN A B DEMO: FIRE ALARM SYSTEM • E.C. SHALL DISCONNECT AND REMOVE ALL EXISTING FIRE ALARM DEVICES. DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT AND WIRE. • DISCONNECT, REMOVE, AND RETURN ALL FIRE ALARM CONTROL PANELS, NAC PANELS, AND ANNUNCIATOR PANEL TO OWNER. P P P PPP P P P P P P P P P P PPPPP P P PP PPP P P P P P PP P P P P F P P P PP P P P P J 1 G J L M N P Q E C 2 3 4 5 61.5 '2 L B ' '2 W A ' 'C P 1 3 ' 'C P 1 4 ' 'U P S ' 'E W 2 ' 'D' 'G' 'F1' 'F' 'CP12' 1 2 3 4 5 5 5 6 5 5 5 5 55 5 57 8 1 5 8 7 7 3 3 8 8 8 7 5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 10 5 10 5 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED203 EXISTING ELECTRICAL PLAN LEVEL 2 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 DISCONNECT AND REMOVE EXISTING PANEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. 2 EXISTING ELECTRICAL PANEL TO REMAIN. PROTECT, MAINTAIN OR RE-ESTABLISH ELECTRICAL SERVICE TO THIS PANEL. 3 DISCONNECT AND REMOVE ALL POWER/DATA POLES IN CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TO SOURCE OR NEXT ACTIVE J-BOX. MARK ANY UNUSED BREAKERS AS "SPARE". 4 CAREFULLY DISCONNECT AND REMOVE EXISTING POWERLINK PANEL. INTERIOR OF PANEL TO BE REUSED IN NEW DESIGN, PROVIDE NEW CAN, FRAME, AND DOOR FOR EXISTING PANEL INTERIOR. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. SEE NEW ELECTRICAL DESIGN FOR REINSTALLATION LOCATION. 5 EXISTING DEVICE LOCATION TO REMAIN. REPLACE DEVICE AND FACEPLATE. PROVIDE NEW CIRCUIT AS SHOWN. 6 EXISTING WIREMOLD TO BE REMOVED. REMOVE ALL ASSOCIATED DEVICES, WIRE, CABLE, AND CONDUIT. 7 CAREFULLY DISCONNECT, REMOVE, CLEAN, AND STORE EXISTING CLOCK TO BE USED IN REMODEL. 8 CAREFULLY DISCONNECT, REMOVE, AND CLEAN EXISTING SECURITY CAMERA. REMOVE ALL ASSOCIATED CONDUIT AND CABLE. RETURN CAMERA TO OWNER. 9 EXISTING CABLE TRAY TO REMAIN, PROTECT DURING CONSTRUCTION. 10 EXISTING PANEL LOCATION TO REMAIN. DISCONNECT AND REMOVE EXISTING POWERLINK 'AS' INTERIOR. REPLACE WITH COMPATIBLE 'NQ' STYLE INTERIOR AND BREAKERS. PROVIDE NEW DOOR AND PANEL INDEX SHOWING NEW CIRCUITING. SCALE: 1/8" = 1'-0"1 LEVEL 2 EXISTING ELECTRICAL PLAN AREA A NORTH 16'8'0" KEY PLAN A B DEMO: FIRE ALARM SYSTEM • E.C. SHALL DISCONNECT AND REMOVE ALL EXISTING FIRE ALARM DEVICES. DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT AND WIRE. • DISCONNECT, REMOVE, AND RETURN ALL FIRE ALARM CONTROL PANELS, NAC PANELS, AND ANNUNCIATOR PANEL TO OWNER. J JJ J F P PP P P P P P P P P P P PP P PP P P PP P P P P P H 16151413121110987 K H F D B A 'CP8''CP5''2B''EE2' 'UPS1''2A''2LA''CP6' 1 1 1 2 34 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555555 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 5 5 5 6 7 8 5 6 6 6 6 9 9 9 9 9 9 9 9 9 9 9 9 9 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED204 EXISTING ELECTRICAL PLAN LEVEL 2 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 DISCONNECT AND REMOVE ALL POWER/DATA POLES IN CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TO SOURCE OR NEXT ACTIVE J-BOX. MARK ANY UNUSED BREAKERS AS "SPARE". 2 EXISTING ELECTRICAL PANEL TO REMAIN. PROTECT, MAINTAIN OR RE-ESTABLISH ELECTRICAL SERVICE TO THIS PANEL. 3 EXISTING PANEL LOCATION TO REMAIN. DISCONNECT AND REMOVE EXISTING POWERLINK 'AS' INTERIOR. REPLACE WITH COMPATIBLE 'NQ' STYLE INTERIOR AND BREAKERS. PROVIDE NEW PANEL INDEX SHOWING NEW CIRCUITING. 4 CAREFULLY DISCONNECT AND REMOVE EXISTING POWERLINK PANEL. INTERIOR OF PANEL TO BE REUSED IN NEW DESIGN, PROVIDE NEW CAN, FRAME, AND DOOR FOR EXISTING PANEL INTERIOR. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. SEE NEW ELECTRICAL DESIGN FOR REINSTALLATION LOCATION. 5 EXISTING DEVICE LOCATION TO REMAIN. REPLACE DEVICE AND FACEPLATE. PROVIDE NEW CIRCUIT AS SHOWN. 6 CAREFULLY DISCONNECT, REMOVE, CLEAN, AND STORE EXISTING CLOCK TO BE USED IN REMODEL. 7 EXISTING WIREMOLD TO BE REMOVED. REMOVE ALL ASSOCIATED DEVICES, WIRE, CABLE, AND CONDUIT. 8 CAREFULLY DISCONNECT, REMOVE, AND CLEAN EXISTING SECURITY CAMERA. REMOVE ALL ASSOCIATED CONDUIT AND CABLE. RETURN CAMERA TO OWNER. 9 EXISTING CABLE TRAY TO REMAIN, PROTECT DURING CONSTRUCTION. SCALE: 1/8" = 1'-0"1 LEVEL 2 EXISTING ELECTRICAL PLAN AREA B NORTH 16'8'0"KEY PLAN A B DEMO: FIRE ALARM SYSTEM • E.C. SHALL DISCONNECT AND REMOVE ALL EXISTING FIRE ALARM DEVICES. DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT AND WIRE. • DISCONNECT, REMOVE, AND RETURN ALL FIRE ALARM CONTROL PANELS, NAC PANELS, AND ANNUNCIATOR PANEL TO OWNER. P P P H P PP P P 1 G J L M N P Q E C 2 3 4 5 61.5 'H' 'K' 'N' '3 L A ' '3 W A ' 'C P 1 8 ' 'C P 1 7 ' '3WB' 'CP15' 'CP16' 1 1 1 2 2 2 2 2 2 2 2 2 1 3 4 4 4 'J' 5 6 7 7 7 8 8 5 8 5 5 5 2 5 4 4 4 4 444 4 4 4 4 4 4 4 4 9 9 9 9 9 9 9 9 9 9 9 10 10 10 9 9 9 9 9 9 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 ED205 EXISTING ELECTRICAL PLAN LEVEL 3 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET 1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER. 3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. CAREFULLY REMOVE ALL EXISTING FIRE ALARM DEVICES IN CONFLICT WITH REMODEL, TO BE UTILIZED WHERE POSSIBLE IN NEW SYSTEM. SEE NEW FIRE ALARM PLANS. 6. E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THE BUILDING. PROTECT AND MAINTAIN EXISTING FIBER OPTIC BACKBONE CABLING AND RACEWAY WHEREVER POSSIBLE. PROVIDE AND INSTALL A COMPLETE AND NEW HORIZONTAL CABLING PLANT TO ACCOMMODATED REMODEL. SPECIAL DEMOLITION NOTES: A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS. B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES. C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED. D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SHALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC. E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER. F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC. G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK. H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEND AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING. J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANICAL EQUIPMENT TO BE REMOVED OR RELOCATED. K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS. L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS. N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. O. UNLESS OTHERWISE NOTED DISCONNECT AND REMOVE ALL EXISTING LIGHTING. REMOVE ALL ASSOCIATED CIRCUITING AND CONTROLS. GENERAL NOTES: KEY NOTES:# 1 DISCONNECT AND REMOVE EXISTING PANEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. 2 DISCONNECT AND REMOVE ALL POWER/DATA POLES IN CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TO SOURCE OR NEXT ACTIVE J-BOX. MARK ANY UNUSED BREAKERS AS "SPARE". 3 CAREFULLY DISCONNECT AND REMOVE EXISTING POWERLINK PANEL. INTERIOR OF PANEL TO BE REUSED IN NEW DESIGN, PROVIDE NEW CAN, FRAME, AND DOOR FOR EXISTING PANEL INTERIOR. REMOVE ALL ASSOCIATED CONDUIT AND WIRE FROM FEEDER AND BRANCH CIRCUITS. SEE NEW ELECTRICAL DESIGN FOR REINSTALLATION LOCATION. 4 EXISTING DEVICE LOCATION TO REMAIN. REPLACE DEVICE AND FACEPLATE. PROVIDE NEW CIRCUIT AS SHOWN. 5 CAREFULLY DISCONNECT, REMOVE, AND CLEAN EXISTING SECURITY CAMERA. REMOVE ALL ASSOCIATED CONDUIT AND CABLE. RETURN CAMERA TO OWNER. 6 EXISTING ELECTRICAL PANEL TO REMAIN. PROTECT, MAINTAIN OR RE-ESTABLISH ELECTRICAL SERVICE TO THIS PANEL. 7 EXISTING WIREMOLD TO BE REMOVED. REMOVE ALL ASSOCIATED DEVICES, WIRE, CABLE, AND CONDUIT. 8 CAREFULLY DISCONNECT, REMOVE, CLEAN, AND STORE EXISTING CLOCK TO BE USED IN REMODEL. 9 EXISTING CABLE TRAY TO REMAIN, PROTECT DURING CONSTRUCTION. 1 0 REMOVE EXISTING SECTION OF CABLE TRAY IN CONFLICT WITH REMODEL. SCALE: 1/8" = 1'-0"1 LEVEL 3 EXISTING PLAN NORTH 16'8'0" DEMO: FIRE ALARM SYSTEM • E.C. SHALL DISCONNECT AND REMOVE ALL EXISTING FIRE ALARM DEVICES. DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT AND WIRE. • DISCONNECT, REMOVE, AND RETURN ALL FIRE ALARM CONTROL PANELS, NAC PANELS, AND ANNUNCIATOR PANEL TO OWNER. REF.REF. S nD1 R nPS80 nD C S nD1 R nPS80 S nD1 R nPS80 SnD1 R nPS80 nD C nD C nD C nD C R nPS80 SnD1 S nD1 R nPS80 nD C nD C nD S nD 1 SnD1 nD nD C SnD1 R nPS80 SnD1 nD nO S nD1 nD nDC nDC nDC nDC SnD1S nD1 SnD1SnD1 R nPS80 R nPS80 R nPS80R nPS80 nD C SCD2 S CD2 nO nO SnD1 S nD1 S nD1 nD nD nD SnD1 M M M nD nD J 1 7 G J L E C 2 3 4 5 61.5 TIER 2 [016] OFFICE [010] OFFICE [026A] OFFICE [011] BREAK ROOM [013] OFFICE [018] STORAGE [032] OFFICE [012] OFFICE [026C] STUDENTS [026F] TECH ROOM [024] SHORT TERM STORAGE [028] QA [022A] OFFICE [020] OPS [022] STORAGE [044] CUSTODIAL STORAGE [042]BDF [040]MEN'S RR [015]WOMEN'S RR [014] ELECTRICAL [038] CUSTODIAL [036] MECH CHASE [034] ELEV [0-J] STAIR [0-E] MECH CHASE [O-F] STAIR [0-E] MECH ROOM [030] CHEMICALS ROOM [O-D] IMAGING AND STORAGE [009] OFFICE [026B]OFFICE [026D] OFFICE [026E] 'O' 'EME' 'EMW' 'MC' 'ATS WEST''ATS EAST' 'E' F11 F8 F8 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F2 (TYP) F2 (TYP) F2 (TYP) F2 F3 F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F8 F8 F8 F8 F8 F8 F11 F11 F11F11 F3 F5F5F3 F3 F11 F1 F1 F1 F1 F3 F1 F1 F1 F1 (TYP) F3 F3E F3NL F3NL F3E F3NL F3E (TYP) F3 (TYP) F3 (TYP) F3 F3E F3E F3NL F3E F3NL F3E F3E F3E F11E F11E (TYP) F3 F3NL (TYP) F2 F23 F23 F23 (TYP) F11 O-2 O-4 O-6 O-3 F11E F11E F11E F11E F8NL (TYP) F3 1 2 (TYP) F2 (TYP) F2 O-1 O-5 O-2 3 3 O-7 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE100 LIGHITNG PLAN LEVEL 0 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 LIGHTING SHOWN FOR QUANTITY, E.C. SHALL MATCH EXISTING LAYOUT. UTILIZE EXISTING LIGHITNG CIRCUIT IN AREA. 2 AIR HANDLER LIGHTING TO REMAIN. MAINTAIN AND/OR RE-ESTABLISH ELECTRICAL FEEDER AND CONTROLS. 3 EXISTING LIGHT TO REMAIN. PROTECT DURING CONSTRUCTION, CIRCUIT AND CONTROL AS SHOWN IN NEW DESIGN. SCALE: 1/8" = 1'-0"1 LEVEL 0 LIGHITNG PLAN 16'8'0" NORTH RE F . nDC nD C S nD1 SnD1 R nPS80 R nPS80 S nD1 R nPS80 S nD1 R nPS80 S nD1 R nPS80 SnD1 R nPS80 SnD1 R nPS80 S nD1 R nPS80 SnD1 SnD1 SnD1 SnD1 SnD1 SnD1 SnD1 SnD1 SnD1 SnD1 nD C nD C nD C nD C nD C nDC nD nD nD nD nD nD nD n1 n1 S nD1 SCD2 S CD2 S nD1 n1 n1 S nD1 S nD1 R nPS80 nDC nD nO M M M M M S PS S PS M 1 G J L M N P Q E C 2 3 4 5 61.5 CHECK-IN [112] OFFICE [129] OFFICE [130]OFFICE [131] STUDY (MED) [132] OFFICE [136] RECEPTION [134] OFFICE [138] CONFERENCE ROOM [140] BREAKROOM [142]STUDY (SM) [128] STUDY (MED) [124] STUDY (MED) [125] STUDY (SM) [126] STUDY (SM) [127] OPEN STUDY [120A] VESTIBULE [1-F] CIRCULATION RECEPTION [110] OFFICE [108] INTER LIBRARY LOAN WORKSPACE [114] FAMILY RR [144] OPEN STUDY [122C] OPEN STUDY [122B] MENS [146] WOMENS [148] JANITORS OFFICE [147] OFFICE [106] OFFICE [104] OFFICE [114A] STAIR [1-H] STAIR [1-B] VESTIBULE [1-A] STAIR [1-D] HALLWAY [1-C] MECH CHASE [1-K] 'EW3' RESERVE MEDIA [116] (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F4 (TYP) F4 (TYP) F4 (TYP) F4 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F2 (TYP) F2 F8 F8 (TYP) F3 (TYP) F3(TYP) F4 (TYP) F2 (TYP) F2 (TYP) F2 F11 F3 F3E F3E F3E F3E F3E F3E F3NL F3E F3NL F3E F3E F3NL F3E F3E F3NL F3E F3E F3E F3NL F8E F4E F4E F4E F4EF4EF4E F4E F4E F4EF4E F4E F3E F3NL (TYP) F3 F3E F3NL F3E F3E (TYP) F2 F22 F22 F22 F8NL F4 F4 F4 F3F3 (TYP) F3 F7E F3R F3R F3R F3R F3R F3R F3R F3R F11 F12 F13 F6 F6 F6 F6 F6 F6 ? ? (TYP) F3 (TYP) F3 F3NLF3NL F3E F3E F3E F3NLF3EF3NL F3E F3E F3E F3NLF3EF3NL F3NL F3E F3NL F3NL F3NL F3E F18F18F18F18F18 F6 F6 F6 F6 F6 F6 F6 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F13F13 (TYP) F4 F4 (TYP) F4 F8 F8 F8 F8 F8 F8 F3 F3 (TYP) F8 (TYP) F8 F5 F5 F5 F5 F8 F3 F3 F3 F3 F3 (TYP) F3 F9 F9 F9 (TYP) F9(TYP) F9 (TYP) F9 F14 F14 EE101 A F15 F20 F20 F20 (TYP) F3 F22F22F22F22 F22 F22 F22 F22 F22 F22 F22 F22 F22 F22 1LB-18 1LB-11LB-2 1LB-51LB-5 1LB-4 1LB-6 1LB-7 1LB-9 1LB-8 1LB-11 1LB-15 1LB-14 1LB-16 F3NL F3NL F3E F3E F3NL 1LB-10 1LB-12 O-1 1LB-3 1LB-13 LIGHTING AREA 'a' LIGHTING AREA 'b' LIGHTING AREA 'c' a b c LIGHTING AREA 'd' d F17 F17 F17 F17 F17 F17 COORDIANTE EXACT FIXTURE LOCATION W/ ARCHETECT PRIOR TO ROUGH IN 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE101 LIGHITNG PLAN LEVEL1 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 LEVEL 1 LIGHITNG PLAN AREA A NORTH16'8'0" KEY PLAN A B SCALE: 1/4" = 1'-0"A CIRCULATION DESK BACK WALL RE F . nD nD nD nD S nD1 S nD1 S nD1 S nD1 S nD1 S nD1S nD1 nD nD nD nD S nD1 S nD1 SnD1 S nD1nD nD n1 SnD1 S nD1 nD C R nPS80 R nPS80R nPS80 S nD1 SnD1 nDCnDC R nPS80 S nD1 nDC R nPS80 S nD1 nDC R nPS80 SnD1 nDC R nPS80 SnD1 nD C R nPS80 SnD1 nD C R nPS80 S nD1 nD C R nPS80 SnD1 nD C nD S nD1 SnD1 nD n1 S nD1 S nD1 nD nD nD nO SnD1 SnD1 SnD1 nD C R nPS80 R nPS80 SnD1 nD C R nPS80 S nD1 nD C S nD1 nD nDCnD S nD1 S nD1 R nPS80nO nD SnD1 SnD1 nD nD SnD1 S nD1 S nD1 nO M S CD 2 SCD2 M 16151413121110987 K H F D B A STORAGE [170C] STUDY [170B] STUDY [170A] CLASSROOM [168] CLASSROOM [166] ADJUNCT OFFICE [180] OFFICE [181]OFFICE [182] OFFICE [183] OFFICE [184] OFFICE [185]OFFICE [186] CONFERENCE ROOM [158] CONFERENCE [188B] COLLABORATIVE SPACE [188] CLASSROOM [162] CLASSROOM [164] OFFICE [190B] OFFICE [190A] TRAINING AREA [190] OFFICE [192B] SMALL MEETING [192A] OFFICE [160A] OFFICE [160B] TUTORING ADMIN OPEN AREA [160] OFFICE [156F] PRACTICE [156E] WORKSPACE [156] STORAGE [156D] DROP IN MATH LAB [170] WORKSTATIONS/ FLEX SPACE [192] CLASSROOM [172] STUDENT PREP [174] STUDY [178] STUDY [179] MATH LAB RECEPTION [175] I.T. HELP DESK [176] OFFICE [188A] STORAGE [190C] STORAGE [192C] PRACTICE [156C] PRACTICE [156B] PRACTICE [156A] VESTIBULE [1-U] ELECTRICAL [173] VESTIBULE [1-Z] MECH [08] ELEV EQUIP [08A] ELEV [1-T] MEN'S RESTROOM [154] WOMEN'S RESTROOM [152] STAIRS [1-N] F1 F1 F1 F1 F1 (TYP) F4 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F2(TYP) F2 (TYP) F2 (TYP) F2 (TYP) F3R F3 F3 F3 F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F2(TYP) F2 (TYP) F2(TYP) F2 (TYP) F3 (TYP) F3 (TYP) F2 F4F4 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F2 F3F3 (TYP) F11 F8 F8 F5 F5 F10 F5 F5 F10 (TYP) F8 F4 (TYP) F3 F3E (TYP) F3R F3RNL F3RNL F3E F3NL F3EF3NL F3NL F3RE F3RNL F3RE F3RNL F3RE F3E F3E (TYP) F3 F3E F3NL F3E F3NL F3E F3NL F3E F3NL (TYP) F3 F3E F3E F3E F3E F3RNL F3E F3NL F3NL F3E F3E F3E F3E F3E F3E F3E F4E F4E F4EF4E (TYP) F8 F8E F8E F3E F3E F3E F3E F4E F4E F3E F3 F3 F3E F4 F4 F4 F11E F11E F1 F11F11F7E F3 F3 F3 F3 F3E (TYP) F4 (TYP) F4 (TYP) F4 F13 (TYP) F4 (TYP) F4 (TYP) F3R (TYP) F3 F3NLF3E F18 F18 F18 F18 F18 F18 (TYP) F2 F4E F4E F4E F4E F4E F4E F4E F4E F4E F4E F4E F4E F4E F4E 1LA-1 1LA-3 1LA-2 1LA-5 1LA-6 1LA-9 1LA-9 1LA-11 1P-5 1LA-8 1LA-10 EE202 A F11E F11E1P-2 F11 F11 F11 1LA-13 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE102 LIGHITNG PLAN LEVEL1 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 LEVEL 1 LIGHITNG PLAN AREA B NORTH 16'8'0" KEY PLAN A B S nD1 S nD1S nD1 n2Dn2D n2 D nD C nD C SnD1 R nPS80 S nD1 R nPS80 nD C nDCnDC S nD1 R nPS80 SnD1 SnD1 nD nD SnD1 SnD1 nD nD S nD1 S nD1 S nD1 n1 nD SnD1 S nD1 S nD1 S nD1 S nD1 SnD1 SnD1 S nD1 S nD1 S nD1 S nD1SnD1 R nPS80 R nPS80 nD C nD C nD nD nDnD nD nDnDnD nO nO nOnO n2 D n1 nO nD C S nD1 nO nO S nD1 R nPS80 S nD1 n1 SCD2 S CD2 S nD1 S nD1 SnD1 SnD1 nD SnD1SnD1 SnD1 SnD1 SnD1 nD R nPS80 R nPS80 R nPS80 R nPS80 R nPS80 R nPS80 M nD M M 1 G J L M N P Q E C 2 3 4 5 61.5 ELECTRICAL ROOM [242] TECH SERV STORAGE [2-E] SHEET MUSIC [236] LARGE COMPUTER CLASSROOM [234] OPEN COMPUTERS [240] MOTHERS [243] OPEN STUDY [53] PRESS ROOM [226] SPECIAL COLLECTIONS [228] VAULT [228E] ARCHIVE [228D] INSTRUCTION 2 [224] INSTRUCTION 1 [222] DCAM [228B] OFFICE [228A] SCANNER [228C] OFFICE [232] STUDY (MED) [216] STUDY (MED) [214] STUDY (MED) [218] STUDY (SM) [204] JANITOR'S OFFICE [241] OFFICE [230] OFFICE [202] STUDY (SM) [212]STUDY (SM) [210] STUDY (SM) [208] OFFICE [200] MECHANICAL [2-D] I.T. [245] MEN'S RESTROOM [247] WOMEN'S RESTROOM [248] STAIR [2-G] ELEV [2-H] MECH CHASE [2-J] STAIR [2-A] STAIR [2-B] TECH SERVICES [238] F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F8 F8 F8 F8 F11 F11 F11 F11 F8 FAMILY RR [244] (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F12 F10 F10 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F8 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F3 F3 F8 F8E F8NL F3NL F3E F3NL F3E (TYP) F3 F3E F3E F3E F3E F3E F3E F3E F3NL F3E F3E F3NL F3E F3E F3E F3E F3E F3E F3E F3NL F3EF3E (TYP) F3 F3E F3E F3E F3E F3E F3EF3NL F3E (TYP) F3 F3E F3E F3E F3NL F3E F3E F3NL F3E F3NL F8E F8NL (TYP) F3 (TYP) F3 F3NL F3E F3NL F3E F3E F3E F3E F3E F3E F3E F3E F3NL F3E F3NL F3E F3NL F3E F3E F3NL F3NL F3E F3NLF3E F3R F3R F3R STUDY (MED) [206] (TYP) F3 F22 F22 F22 F22 F22 F4 F4 F4 F4 F4 F3 F2 F2 F8 F4 F4 F4 F12 F12F12F12F12F12 (TYP) F2 F7E OPEN STUDY [220] (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F3EF3NLF3EF3NL F3E F3E F3E F3E F3NL F3E F3E F3E F3NL F3E F3E F3E F3E F3NLF3E F3NL (TYP) F3 (TYP) F9 (TYP) F9 (TYP) F9 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F3 a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a b b b b b b a b b 2LB-13 2LB-1 2LB-1 2LB-3 2LB-7 2LB-7 2LB-12 F12 F12 2LB-9 2LB-14 2LB-6 2LB-6 2LB-8 2LB-10 F3NL O-1 1LB-18 2LB-5 F3EF3E a b ab 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE103 LIGHITNG PLAN LEVEL2 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 LEVEL 2 LIGHITNG PLAN AREA A NORTH 16'8'0" KEY PLAN A B REF. REF. S nD1 R nPS80 nDC n1 S nD1 nO nDC S nD1 R nPS80 S nD1 nD nD S nD1 nD S nD1 S nD1 S nD1 SnD1 nD nD nD nD SnD1 SnD1 R nPS80 nDC nD nD nO SnD1 SnD1 S nD1 SnD1 R nPS80 R nPS80 nDCnDC nD nD nD nD S nD1 SnD1SnD1SnD1 S nD1S nD1 SnD1 R nPS80 R nPS80 nDCnDC nD nD S nD1 S nD1 S nD1 nD n1 S nD1 SnD1 nD nDCnDC S nD1 S nD1 R nPS80 R nPS80nO nD nD SnD1 SnD1 S nD1 SnD1 SCD2SCD2 M M 16151413121110987 K H F D B A CLASSROOM [272] OFFICE [288B] ENGLISH TRANSITION CENTER [288] OPEN TUTORING [254] STUDY SKILLS [252] WRITING CENTER OPEN TUTORING [256] STUDY [269] STUDY [268]STUDY [267] STUDY [266] OFFICE [265] OFFICE [264] STORAGE [270J] STUDY [270H] PREP / STORAGE [270B] CLASSROOM [258] CLASSROOM [260] PREP / STORAGE [256A] OFFICE [256B] OFFICE [256C] OPEN TUTORING CENTER [270] ADJUNCT OFFICE [286] TR / COMM. [280] CLASSROOM [278] PRE-FUNCTION [270C]PRE-FUNCTION [270D] PRE-FUNCTION [270E] RECEPTION [270A] PREFUNCTION [270F] STUDY [252B] PREP / STORAGE [252G] OFFICE [252E] STORAGE [252F] OFFICE [252D] STUDY [252A] STUDY [252C] STUDY [270G] ELEV [2-R] WOMEN'S RESTROOM [284] MEN'S RESTROOM [282] STAIR [2-P] STOR [299] OFFICE [288C] STUDY [288D] STUDY [288E]STUDY [288F] STUDY [288G]STORAGE [288H] STUDY [288A]F8 F8 F8 F8 F8 F8 F8 F8 F8 F3R F3R F11 F3 F3 F3 F3 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F4 (TYP) F4 (TYP) F4 (TYP) F4 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3(TYP) F3 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F2 (TYP) F3 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F3 F5 F5 F11 F11 F3RE F3RE F3E F3E F4E F8E F8E F8E F3E F3E F3E F3E F3E F3E F3NLF3EF3E F3NL F3E F3E F3EF3EF3E F3E F3E F3NL F3E F3E F3E F3EF3EF3E F3E F3E F3E F3E F3E (TYP) F3 F3E F3E F3NL F3E F3NL F3E F3E F3E F3E F3E F3E F3E F3E F3E (TYP) F3 (TYP) F3 F7E F3RNL F3RE F3RNL F3RE (TYP) F3R (TYP) F3R(TYP) F3R (TYP) F4 (TYP) F3R F4F4F4F4F4F4F4 F3R F3NLF3E F3EF3E F3E F3E F3NL F3E F3EF3EF3NL F3E F3E (TYP) F3 (TYP) F3 (TYP) F3 F3RE 2LA-1 2LA-62LA-7 2LA-7 2LA-4 2LA-5 2LA-2 2LA-9 2LA-8 2LA-3 2LA-10 2LA-12 F3RNL F3RE F3RNL F3R F3R 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE104 LIGHITNG PLAN LEVEL2 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 LEVEL 2 LIGHITNG PLAN AREA B NORTH 16'8'0" KEY PLAN A B nO nD nO nD nD nD SnD1 SnD1 SnD1 nO nDnDnD S nD1 SnD1SnD1SnD1 nD nD S nD1 S nD1 S nD1 S nD1 S nD1 nD nD nD nD nD nD SnD1SnD1S nD1 nO nD C SnD1 R nPS80 R nPS80 SnD1 nD C nD S nD1 S nD1 S nD1 nD nD SnD1 SnD1 R nPS80 nD C nO nO SnD1 R nPS80 nDC nD S nD1 S nD1 nD nD S nD1 S nD1 nD nD S nD1 S nD1 nD S CD2 S CD2 nD nD nD S nD1 S nD1 SnD1 SnD1 SnD1 SnD1 nD SnD1 SnD1 S CD2 MM 1 K H F D G J L M N P Q E C 2 3 4 5 61.5 STUDY (SM) [332] STUDY (SM) [336] STUDY (SM) [314] STUDY (SM) [316] ELEC [364] STUDY (SM) [320] STUDY (SM) [338] STUDY (SM) [318] ELECTRICAL [324B] STUDY (SM) [334] OFFICE [310] OFFICE [312] JUVENILE [300] STORAGE [306] STUDY (MED) [304] STUDY (MED) [302] KIDS PLAY [344C] MOTHERS ROOM [344A]RESTROOM [344B] FAMILY STUDY [344] OPEN STUDY [362] Bridge Connection [-] BRIDGE CONNECTION [3-A] STAIR 1 [3-B] MENS [368]WOMENS [366] TEST RM [378] STUDY (SM) [330] Janitors Closet [376] OFFICE [322] MAC EQUIP [324A] STUDY (LG) [328] STUDY (LG) [326] MAC LAB [324] TEST RM [374] STUDY (SM) [340] ELECTRICAL [308] STORAGE [352] TEST RM [382] TEST RM [380] TEST RM [372] TEST RM [370] TEST RM [360] TEST RM [358] TEST RM [356] TEST RM [350] TEST RM [348] TEST RM [346] MECH CHASE [3-E] MECH [3-D] STAIRS [3-C] STAIR [3-F]ELEV [3-G] MECH CHASE [3-H] (TYP) F4 F8 F3 F3 F3 F3 F11 F3 F3F3 F8 F3 F3 F3 F8 F8 F8 F3 F3 F3 F11 F11 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3(TYP) F3 (TYP) F3 F8 F8 (TYP) F2 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F2 (TYP) F3 (TYP) F2 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 (TYP) F3 F3NLF3EF3NLF3EF3NL (TYP) F3 F3E F3E F3E F3E F3NL F3E F3E F3E F3NLF3E F4E F4E F8E F8E F8E F8 F8 F8 F8 F8 F8 F8E F3E F3E F3E F3E F3E F3E F3E F3E (TYP) F3 (TYP) F3 F3E F3E F3NLF3EF3NLF3NL F3E F3EF3NL F3E F3E F3E F3E F3E F3E F3E F8E F8E F8E F8E F8NL F8E F8E (TYP) F3 F3E F3E F3E F3E F3E F3E F3E F3E F3E F3E F3E F3E F3E F3 F3 F3NL OPEN STUDY [383] F3E F11E F7E F3E (TYP) F9 F3NL (TYP) F3 F3E (TYP) F4 F22F22F22F22F22 F22 F22 F22 (TYP) F3 F3NL F3EF3E F8 F7E (TYP) F3 (TYP) F3 (TYP) F9 (TYP) F9 (TYP) F9 F4 F4 F4 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F9 (TYP) F3 (TYP) F3 F19F19F19 F19 F19 F19 3LA-7 3LA-6 3LA-4 3LA-9 1LB-9 3LA-9 3LA-11 3LA-5 3LA-8 3LA-3 3LA-13 3LA-12 F3EF3E F3EF3E (TYP) F3 (TYP) F3 O-1 1LB-18 (TYP) F3 3LA-10 a b a b 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE105 LIGHITNG PLAN LEVEL 3 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 LEVEL 3 LIGHTING PLAN NORTH 16'8'0" REF.REF. M J M M M M M M M FBT G J E C 2 3 4 5 6 TIER 2 [016] OFFICE [010] OFFICE [026A] OFFICE [011] BREAK ROOM [013] 'O' 'EMW''EME' 'ATS WEST''ATS EAST' 'MC' SHORT TERM STORAGE [028] OFFICE [012] TECH ROOM [024] STUDENTS [026F] OFFICE [026C] OPS [022] MECH ROOM [030] STAIR [0-E] STORAGE [032] MECH CHASE [O-F] STAIR [0-E]ELEV [0-J] ELECTRICAL [038] CUSTODIAL [036] MECH CHASE [034] BDF [040] CUSTODIAL STORAGE [042] STORAGE [044] OFFICE [018] OFFICE [020] QA [022A] MEN'S RR [015] WOMEN'S RR [014] IMAGING AND STORAGE [009] OFFICE [026B] OFFICE [026D] OFFICE [026E] AC 'E''UPS' 2D-4 AC 4D-4 AC AC 4D-4 AC2D-4 ACAC 4D-4 ACAC 4D-4 ACAC 4D-4 AC 'CP7' 2D-4 3D-4 1D-4 1D-4 1D-4 1D-4 1D-4 2D-42D-42D-4AC AC AC 2D-4 1 AC 2D-4 ACAC 3D-4 ACAC AC 2D-4 AC 1D-4 1D-4 EE200 A CP7-34 CP7-9 CP7-112 CP7-13 CP7-17 CP7-12 CP7-10 CP7-8CP7-14 CP7-16CP7-18 CP7-19 CP7-21 CP7-23 CP7-27 CP7-25CP7-24 CP7-29 CP7-22 CP7-30 CP7-31 CP7-28 CP7-26 2D-4 2D-4 2D-4 3D-4 2D-4 1D-4 3D-E 3D-E 3D-E R-3 R-1 R-5 1D-E R-2 1D-4 1D-4 2D-4 2D-4 'R' 2D-4 2D-4 2D-4 1D-E R-4 2D-4 CP7-20 1D-4 1D-4 'DB1''P' 1D-4 CP7-33 CP7-35 CP7-32 PROVIDE AND ISNTALL (4) NEW BREAKERS (NEED TO DETERMINE SIZE) FOR THE TWO CHILLER PUMPS AND THE TWO CW PUMPS INSTALL NEW CIRCUIT TO VFD THEN TO PUMP AND MAKE ALL CONNECTIONS INSTALL VFD'S ON NEW RACK ADJACENT TO THE EXISTING VFD'S SCU-040 SAC-040 (E)CHWP-8 (E)CHWP-7 HWP-10 HWP-9 (E)CHWP-6 (E)CHWP-5 R-6 R-7 FCP-1 '(E) VFD CHWP-5' '(E) VFD CHWP-6' 'VFD CHWP-7' 'VFD CHWP-8' 'V F D H W P -9' 'V F D H W P -10 ' R-9 'ACCESS CONTROL HEAD END' 34 5 5 5 5 5 5 6 R-11 CP7-6 CP7-7 CP7-4 CP7-4 CP7-4 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE200 POWER PLAN LEVEL 0 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE EXTRA DEEP BOX SUCH AS, HUBBELL HBL260, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 2 LOCATE RECEPTACLE BEHIND DRINKING FOUNTAIN HOUSING. 3 PROVIDE AND INSTALL NEW (2) 200A 3P CIRCUIT BREAKER IN PANEL DB1 FOR CHWP - 7 AND CHWP - 8. 4 PROVIDE AND INSTALL NEW 50A 3P CIRCUIT BREAKER AND NEW 20A 3P CIRCUIT BREAKER IN PANEL P FOR HWP-9 AND HWP-10. 5 ROUTE NEW MOTOR/PUMP CIRCUIT THROUGH VFD. MAKE ALL REQUIRED CONNECTIONS. 6 FLOOR BOX TO BE INSTALLED IN EXISTING CONCRETE SLAB. EXISTING SLAB TO BE CUT AND PATCHED TO ACCOMMODATE FLOOR BOX AND CONDUIT INSTALLATION. SCALE: 1/8" = 1'-0"1 LEVEL 0 POWER PLAN NORTH 16'8'0" SCALE: 1/2" = 1'-0"A BREAK ROOM 013 ELECTRICAL FLOORBOX SCHEDULE ID DESCRIPTION MFGR. FLOORBOX p/n COVERPLATE p/n POWER DEVICES DATA DEVICES NOTES FB2S FIRE RATED POKE-THRU FLOORBOX, HUBBELL S1PTFIT S1CFCXX (1) DUPLEX RECPT. (2) RJ45 1,2,3 FBCP FIRE RATED POKE-THRU FLOORBOX, W/ 1 1/4" KNOCK OUT HUBBELL S1R6PTFIT S1CFCXX (1) DUPLEX RECPT. BRUSH PLATE 1,2,3 FBFF FIRE RATED POKE-THRU FLOORBOX, FURNITURE FEED HUBBELL S1PTFIT S1SPFFA2 1,2,3 FBGC ON GRADE FLOOR BOX LEGRAND EFB6S-OG-1-1/ 4KO (1) DUPLEX RECPT. BRUSH PLATE 1,2,3 FBP FIRE RATED POKE-THRU FLOORBOX, HUBBELL S1PTFIT S1CFCXX (2) DUPLEX RECPT. 1,2,3 FBT 2-GANG, MULTI-SERVICE CONCRETE FLOORBOX, 3" MIN. POUR HUBBELL CFB2G30CR 24GCCVRXXX (2) DUPLEX RECPT. 1,2,3 1. PROVIDE REQUIRED SUB-PLATES FOR INSTALLATION OF POWER, DATA AND AV DEVICES. 2. E.C. SHALL FIELD LOCATE EXACT PLACEMENT OF FLOORBOX WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. 3. PROVIDE CONDUIT (SIZE AS INDICATED ON DRAWINGS) TO ACCESSIBLE CEILING SPACE FOR ROUTING OF DATA AND/OR LOW VOLTAGE CABLING. FLOORBOX SCHEDULE NOTES: SYMBOL LOCATIONS FOR FLOOR BOXES ARE APPROXIMATE. THE EXACT LOCATION OF EACH FLOOR BOX WITHIN EACH PAN OF THE WAFFLE SLAB SHALL BE COORDINATED WITH THE ARCHITECT AND OWNER PRIOR TO ROUGH-IN. CONTRACTOR TO VISUALLY LAY OUT THE LOCATIONS OF THE FURNITURE AND THE WAFFLE SLAB PATTERN ON EACH FLOOR THEN MARK THE PROPOSED LOCATION OF EACH FLOOR BOX FOR REVIEW BY THE ARCHITECT AND OWNER. AFTER OWNER APPROVAL OF THE LAYOUT, CORE DRILLING AND ROUGH IN CAN PROCEED. GENERAL NOTES: PUBLIC ADDRESS SYSTEM: FOR BIDDING PURPOSE: • E.C. SHALL INCLUDE A CASH ALLOWANCE FOR $250,000.00 TO COVER ALL MATERIALS, LABOR, PROGRAMMING & TRAINING REQUIRED TO INSTALL A COMPLETE AND OPERABLE PUBLIC ADDRESS SYSTEM IN THIS FACILITY. PA SYSTEM DESIGN WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. • E.C. SHALL CAREFULLY DISCONNECT AND REMOVE ALL EXISTING PUBLIC ADDRESS SYSTEM SPEAKERS, CONTROLS, HEAD END, ETC. REMOVE ALL ASSOCIATED CABLE, WIRE, AND CONDUIT. CLEAN, BOX, AND DELIVER ALL SPEAKERS AND HEAD END EQUIPMENT TO OWNER SPECIFIED LOCATION. RE F . FBP FBP FBP FBP FBT FBT FBT FBT FBT J FBT J J J J J J FBP FBP FBP FBT FBT SS SS SS SS SS SS FBP FBP FBPFBPFBP FBCP PC PCPC 1 G J L M N P Q E C 2 3 4 5 61.5 CHECK-IN [112] OFFICE [129] OFFICE [130] OFFICE [131] STUDY (MED) [132] OFFICE [136] RECEPTION [134] OFFICE [138] CONFERENCE ROOM [140] BREAKROOM [142]STUDY (SM) [128] STUDY (MED) [124] STUDY (MED) [125] STUDY (SM) [126] STUDY (SM) [127] OPEN STUDY [122A] HD BOOK COLLECTION [122] OPEN STUDY [120A] VESTIBULE [1-F] CIRCULATION RECEPTION [110] OFFICE [108] INTER LIBRARY LOAN WORKSPACE [114] FAMILY RR [144] OPEN STUDY [122C] OPEN STUDY [122B] OPEN STUDY [118] MENS [146] WOMENS [148] JANITORS OFFICE [147] 'EW3' OFFICE [106] 'C P 9 ' 'C P 1 0 ' '1 L B ' 'C P 1 1 ' OFFICE [104] OFFICE [114A] STAIR [1-H] STAIR [1-B] VESTIBULE [1-A] STAIR [1-D] HALLWAY [1-C] MECH CHASE [1-K] 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 RESERVE MEDIA [116] 1D-4 1D-4 2D-4 2D-4 1D-4 2D-4 2D-4 1D-4 1D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 ELEC ROOM [102] ACAC 1D-4 2D-42D-4 2D-4 1 3D-4 2D-4 AC ACAC 2D-4 1D-4 AC 2 2 2 2 2 2 'B' 4D-4 4D-4 4D-4 AC AC AC AC 1D-4 3 3 CP9-3 CP9-1 CP9-5 CP9-2 CP9-11 CP9-9 CP9-7 CP9-4 CP9-8 CP9-10 CP9-12 CP9-13 CP9-17 CP9-15 EW3-1 EW3-1 CP9-14 CP9-18 B-3 CP11-1 CP11-3 CP11-2 CP11-4 CP11-6 CP11-7 CP11-9 CP11-11 CP11-8 CP11-10 CP11-12 CP11-15 CP11-17CP11-13 CP11-14 CP11-16 EE201 2 CP10-1 CP10-5 ACAC CP10-4 CP10-7 CP10-9 CP10-11 CP10-13 CP10-2 CP10-6 FCU-1 CH-3 CH-2 CH-1 B-1 CP11-5 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 CP9-19 AC AC AC AC AC 1D-4 4 5 5 5 5 5 5 5 5 6 6 6 CP10-8 CP10-15 CP9-214 CP11-18 EW3-7 2D-4 CP9-6 7 AC 2D-4 CP10-8 CP10-10 CP10-12 CP10-8 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE201 POWER PLAN LEVEL 1 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE EXTRA DEEP BOX, SUCH AS HUBBELL HBL260 BOX, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING, AND A 1 1/4" C., TO UNDER CONFERENCE TABLE. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 2 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE EXTRA DEEP BOX SUCH AS, HUBBELL HBL260, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 3 MOUNT RECEPTACLES HORIZONTALLY. 4 LOCATE RECEPTACLE BEHIND DRINKING FOUNTAIN HOUSING. 5 FLOOR BOX TO BE INSTALLED IN EXISTING CONCRETE SLAB. EXISTING SLAB TO BE CUT AND PATCHED TO ACCOMMODATE FLOOR BOX AND CONDUIT INSTALLATION. 6 CONNECTION TO AUTOMATIC ADA DOORS; FIELD VERIFY CONNECTION LOCATION AND REQUIREMENTS WITH EQUIPMENT INSTALLERS. PROVIDE ALL REQUIRED ROUGH-IN AND CONNECTIONS TO PUSH-BUTTONS. 7 PROVIDE AND INSTALL SECURITY PANIC BUTTON, INSTALL 1" C., TO ABOVE ACCESSIBLE CEILING. CONNECT BUTTON TO CAMPUS SECURITY. SCALE: 1/8" = 1'-0"1 LEVEL 1 POWER PLAN AREA A NORTH 16'8'0" KEY PLAN A B SCALE: 1/2" = 1'-0"2 BREAK ROOM 142 PUBLIC ADDRESS SYSTEM: FOR BIDDING PURPOSE: • E.C. SHALL INCLUDE A CASH ALLOWANCE FOR $250,000.00 TO COVER ALL MATERIALS, LABOR, PROGRAMMING & TRAINING REQUIRED TO INSTALL A COMPLETE AND OPERABLE PUBLIC ADDRESS SYSTEM IN THIS FACILITY. PA SYSTEM DESIGN WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. • E.C. SHALL CAREFULLY DISCONNECT AND REMOVE ALL EXISTING PUBLIC ADDRESS SYSTEM SPEAKERS, CONTROLS, HEAD END, ETC. REMOVE ALL ASSOCIATED CABLE, WIRE, AND CONDUIT. CLEAN, BOX, AND DELIVER ALL SPEAKERS AND HEAD END EQUIPMENT TO OWNER SPECIFIED LOCATION. RE F . J J FBT FBT FBT FBT FBT FBT FBT FBT FBT FBT FBT FBT FBT FBT FBT J J J J J J J J J FBGC PC M M M M MM J 16151413121110987 K H F D B A STORAGE [170C] STUDY [170B] STUDY [170A] CLASSROOM [168] CLASSROOM [166] ADJUNCT OFFICE [180] OFFICE [181] OFFICE [182] OFFICE [183]OFFICE [184] OFFICE [185] OFFICE [186] CONFERENCE ROOM [158] CONFERENCE [188B] COLLABORATIVE SPACE [188] CLASSROOM [162]CLASSROOM [164] OFFICE [190B] OFFICE [190A] TRAINING AREA [190] OFFICE [192B] SMALL MEETING [192A] OFFICE [160A] OFFICE [160B] TUTORING ADMIN OPEN AREA [160] OFFICE [156F]PRACTICE [156E] WORKSPACE [156] STORAGE [156D] DROP IN MATH LAB [170] WORKSTATIONS/ FLEX SPACE [192] CLASSROOM [172] STUDENT PREP [174] STUDY [178] STUDY [179] MATH LAB RECEPTION [175] I.T. HELP DESK [176] OFFICE [188A] '1 A ' '1 L A ' 'C P 1 ' 'C P 2 ' 'C P 3 ' 'C P 4 ' 'C C ' 'EE''1P' STORAGE [190C] STORAGE [192C] PRACTICE [156C] PRACTICE [156B] PRACTICE [156A] VESTIBULE [1-U] ELECTRICAL [173] VESTIBULE [1-Z] MECH [08] ELEV EQUIP [08A] ELEV [1-T] MEN'S RESTROOM [154] WOMEN'S RESTROOM [152] 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 2D-4 6D-5 6D-5 6D-5 6D-5 1D-4 1D-4 1D-4 1D-4 1D-4 2D-4 2D-4 6D-5 3D-4 3D-4 2D-4 3D-4 3D-43D-4 3D-43D-4 1D-4 AC AC AC AC AC AC 1D-4 1D-4 1D-4 1D-4 1D-4 3D-4 2D-4 2D-4 2D-4 1D-4 1D-4 1D-4 4D-4 2D-42D-42D-4 2D-4 2D-4 2D-4 2D-4 1D-4 1D-4 2D-4 2D-4 2D-4 2D-4 2D-4 1D-4 'M (EAST)' 1 1 1 1 1 2 3 1 3 3 3 2D-4 2D-4 1 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 3 6D-5 3 AC 'ELEVATOR' 2D-4 2D-4 6D-5 3 AC 2D-4 4 1A-1 1A-5 1A-3 1A-2 1A-4 1A-6 1A-9 1A-7 1A-11 1A-30 1A-10 1A-12 1A-151A-13 1A-17 1A-14 1A-16 1A-18 1A-23 1A-221A-24 5 CP4-7 1A-261A-29 CP1-5 CP1-3CP1-1 CP1-4 CP1-6 CP1-2 CP1-7 CP1-11 CP1-9 CP1-12CP1-10 CP1-8 1D-E 1D-E 1D-E CP1-13 CP1-15 CP1-16 CP1-18 CP1-14 CP1-17 CP1-19 CP1-24 CP1-21 CP2-6 CP2-1 CP2-3 CP2-5 CP2-2 CP2-4 CP2-7 CP2-9 CP2-11 CP2-8 CP2-10CP2-12 CP2-13 CP2-15 CP2-14 CP2-17CP2-16 CP2-18 4 CP2-23 CP2-19CP2-21 EE-1 CP3-5 CP3-1CP3-3 CP3-2 CP3-6 CP3-7 CP3-9 CP3-11 1P-11P-3 CH-5CH-4 CH-6 CH-7 CP2-20 CP4-2 CP4-5 CP4-3 6 2D-4 2D-4 2D-4 M/42" 1A-28 2D-4 1A-8 1A-19 EE202 A CP4-4 1A-21 1A-25 1A-20 1D-4 M/44"CP4-9 2D-4 AC 2D-4 7 CP1-20 8 9 9 9 9 9 9 9 10 10 10 10 10 10 1010 10 10 10 1010 10 10 9 9 1P-4 4 11 11 CP3-4 (E) HWP-1 (E) HWP-2 (E) P-3 (E) P-4 '(E) VFD P-3' '(E) VFD P-4' '(E) VFD SNOW MELT' 'V F D H W P -1' 'V F D H W P -2' CP1-22 CP3-8 (E) SHWP-2(E) SHWP-1 12 EE-9 13 'MM'1D-4 14 14 AC AC AC 1D-4 5 CP4-6 CP4-4 CP4-4 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE202 POWER PLAN LEVEL 1 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE EXTRA DEEP BOX SUCH AS, HUBBELL HBL260, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 2 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE EXTRA DEEP BOX, SUCH AS HUBBELL HBL260 BOX, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING, AND A 1 1/4" C., TO UNDER CONFERENCE TABLE. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 3 SLIM LINE AV SYSTEM CABINET. PROVIDE (2) DUPLEX OUTLETS IN CABINET, EXTRA-DEEP BOX WITH 1 1/2" CONDUIT TO ABOVE ACCESSIBLE CEILING FOR DATA/AV CABLING. COORDINATE EXACT PLACEMENT OF BOXES WITH CABINET AND KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROM CABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIELD VERIFY FINAL LOCATION PRIOR TO ROUGH-IN. 4 LOCATE RECEPTACLE BEHIND DRINKING FOUNTAIN HOUSING. 5 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE AN EXTRA DEEP BOX, SUCH AS HUBBELL HBL260 BOX, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 6 PROVIDE HEAT TRACING FOR SCUPPER/DRAIN. WHERE DRAIN PIPES EXTEND INTO UNCONDITIONED SPACE, HEAT TRACE SHALL EXTEND DOWN PIPE AND OUT END OF DOWNSPOUT APPROX. 6". EXACT TAPE LENGTH TO BE DETERMINED IN FIELD. UTILIZE RAYCHEM 120V, GM-1XT CABLE. PROVIDE ALL COMPONENTS FOR A COMPLETE INSTALLATION INCLUDING BUT NOT LIMITED TO: POWER CONNECTORS, JUNCTION BOX, CABLE END SEALS, CABLE SUPPORT CLIPS, ETC. UTILIZE GFEPD TYPE CIRCUIT BREAKERS FOR ALL HEAT TRACE CIRCUITS. 7 PROVIDE AND INSTALL SECURITY PANIC BUTTON, INSTALL 1" C., TO ABOVE ACCESSIBLE CEILING. CONNECT BUTTON TO CAMPUS SECURITY. 8 HEAT TRACE CONTACT. POWER HEAT TRACE FROM GFEPD BREAKER THROUGH CONTACT; CONTROL WITH POWER LINK CIRCUIT. 9 RECEPTACLE MOUNTED FLUSH IN CEILING FOR OVERHEAD PROJECTOR, VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN. INSTALL J-BOX ABOVE CEILING MOUNTED TO STRUCTURE WITH A 10FT MC CABLE WHIP TO RECEPTACLE. 10 FLOOR BOX TO BE INSTALLED IN EXISTING CONCRETE SLAB. EXISTING SLAB TO BE CUT AND PATCHED TO ACCOMMODATE FLOOR BOX AND CONDUIT INSTALLATION. 11 CONNECTION TO AUTOMATIC ADA DOORS; FIELD VERIFY CONNECTION LOCATION AND REQUIREMENTS WITH EQUIPMENT INSTALLERS. PROVIDE ALL REQUIRED ROUGH-IN AND CONNECTIONS TO PUSH-BUTTONS. 12 PROVIDE AND INSTALL DATA CABLE FOR POWER LOGIC METERING. COORDINATE EXACT TERMINATION LOCATION WITH NEW SWITCHGEAR. 13 E.C. SHALL ORIENT PANEL AND VFD'S AS NECESSARY TO FIT THE SPACE, PROVIDE RACK MOUNTING EQUIPMENT IF NEEDED. 14 ROUTE NEW MOTOR/PUMP CIRCUIT THROUGH VFD. MAKE ALL REQUIRED CONNECTIONS. SCALE: 1/8" = 1'-0"1 LEVEL 1 POWER PLAN AREA B NORTH 16'8'0" KEY PLAN A B SCALE: 1/2" = 1'-0"A FLEX SPACE 192 PUBLIC ADDRESS SYSTEM: FOR BIDDING PURPOSE: • E.C. SHALL INCLUDE A CASH ALLOWANCE FOR $250,000.00 TO COVER ALL MATERIALS, LABOR, PROGRAMMING & TRAINING REQUIRED TO INSTALL A COMPLETE AND OPERABLE PUBLIC ADDRESS SYSTEM IN THIS FACILITY. PA SYSTEM DESIGN WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. • E.C. SHALL CAREFULLY DISCONNECT AND REMOVE ALL EXISTING PUBLIC ADDRESS SYSTEM SPEAKERS, CONTROLS, HEAD END, ETC. REMOVE ALL ASSOCIATED CABLE, WIRE, AND CONDUIT. CLEAN, BOX, AND DELIVER ALL SPEAKERS AND HEAD END EQUIPMENT TO OWNER SPECIFIED LOCATION. FBP FBP FBP FBP FBP FBP FBP FBP FB2S FB2S FB2S FB2S FBP FBP FBP FBP FBP FBP FBP FBP FBP FBP FBFF FBFF FBFF FBFF FBFF FBP FBP FBP FBP FBP FBP J J J J J J J J M M FBP FBP CR CR FF SS SSSSSSSSSSSS FBP FB2S FBP FBP FBP FBP FBP FBP FBP FBP FBP FBP CS SS J J J J M S H PC PC J 1 G J L M N P Q E C 2 3 4 5 61.5 ELECTRICAL ROOM [242] TECH SERVICES [238] SHEET MUSIC [236] LARGE COMPUTER CLASSROOM [234] OPEN COMPUTERS [240] MOTHERS [243] OPEN STUDY [53] PRESS ROOM [226] SPECIAL COLLECTIONS [228] VAULT [228E] ARCHIVE [228D] INSTRUCTION 2 [224] INSTRUCTION 1 [222] DCAM [228B] OFFICE [228A] SCANNER [228C] OFFICE [232] STUDY (MED) [216] STUDY (MED) [214] STUDY (MED) [218] OFFICE [230] OFFICE [202] STUDY (SM) [212] STUDY (SM) [210] STUDY (SM) [208] OFFICE [200] OPEN STUDY [220] 'CP12' 'G' 'F1' 'F' 'U P S ' 'E W 2 ' 'C P 1 4 ' '2 L B ' '2 W A ' 'C P 1 3 ' 'D ' TECH SERV STORAGE [2-E] STUDY (SM) [204] JANITOR'S OFFICE [241] MECHANICAL [2-D] I.T. [245] MEN'S RESTROOM [247] WOMEN'S RESTROOM [248] STAIR [2-G] ELEV [2-H] MECH CHASE [2-J] STAIR [2-A] STAIR [2-B] 6D-5 6D-5 1D-4 1D-4 2D-4 3D-4 3D-4 2D-4 2D-4 6D-5 3D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 3D-4 3D-4 1D-4 2D-4 2D-42D-42D-4 1D-4 1D-4 2D-4 2D-42D-4 2D-42D-4 2D-4 2D-4 1 1 2 2 2 2 2 2 2 1D-4 2 AC 3 3 2D-4 2D-4 2D-4 2D-4 4D-4 1 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 STUDY (MED) [206] 1D-4 2D-4 FAMILY RR [244] 2D-4 1D-42D-42D-4 2D-4 2D-4 2D-4 2D-4 1D-4 2D-4 2D-4 AC AC AC AC AC AC AC AC AC AC AC AC AC ACACACACAC 4D-4 4D-4 4D-4 2D-4 4D-4 CP12-2 CP12-4 CP12-6 CP12-7 CP12-8 CP12-11 CP12-10 CP12-12 CP12-13 CP12-15 CP12-17 CP12-14 CP12-16 6D-5 6D-5 6D-5 4D-4 4D-4 4D-4 2D-4 CP14-1 CP14-5 CP14-3 CP14-6 CP14-7 CP14-2 CP14-4 CP14-9 CP14-11 CP14-13 1D-41D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-41D-4 1D-4 1D-41D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-41D-41D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4 1D-41D-41D-4 44 4 4 4 5 CP14-10 CP14-8 CP14-12 CP14-15 CP14-17 CP14-14 CP14-16 CP14-19 CP14-18 AC AC AC 6 CP13-3 CP13-5 AC AC AC CP13-6 CP13-4 CP13-2 CP13-7 CP13-9 CP13-10 CP13-8 CP13-11 CP13-12 3D-43D-4 1D-4 6 CP13-13 CP13-15 CP13-17 CP13-14CP13-16 CP13-18 CP13-19 CP13-21CP13-23 CP14-21 CP13-20 D-1 D-3 D-5 D-4 D-6 D-7 D-11 D-9 D-8 D-10 D-13 D-12 D-15 D-17 D-14 D-16 D-18 D-21 D-19 D-23 D-20 D-22 D-24 D-25 D-27,29,31D-26,28,30 H-1 DXFCU-1(FC) FCU-2 DXFCU-1 H-1 7 8 2D-4 CP12-1 EW2-5 EW2-3 EW2-1 CP13-28 EE203 2 CP13-30 D-33 D-2 D-35 9 1D-4CP12-9 CP12-18 10 L 5 6 7 CP13-29 CP13-24,26,25,27 UPS-7 UPS-2,4,6,8 CP13-22 NEMA 6L-20 RECEPTS. I.T. [245] SAC-245A SAC-245B 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE203 POWER PLAN LEVEL 2 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 SLIM LINE AV SYSTEM CABINET. PROVIDE (2) DUPLEX OUTLETS IN CABINET, EXTRA-DEEP BOX WITH 1 1/2" CONDUIT TO ABOVE ACCESSIBLE CEILING FOR DATA/AV CABLING. COORDINATE EXACT PLACEMENT OF BOXES WITH CABINET AND KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROM CABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIELD VERIFY FINAL LOCATION PRIOR TO ROUGH-IN. 2 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE EXTRA DEEP BOX SUCH AS, HUBBELL HBL260, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 3 PROVIDE AND INSTALL ALL POWER AND CONTROL CONDUIT AND CABLING PER FOLDING WALL MANUFACTURER. COORDINATE ROUGH-IN REQUIREMENTS WITH WALL INSTALL. MAKE ALL REQUIRED CONNECTION. 4 FLOOR BOX FOR POWER/DATA SERVICE TO FURNITURE. COORDINATE EXACT FURNITURE FEED ROUGH IN LOCATION PRIOR TO CORE DRILLING FLOOR. COORDINATE WITH G.C. AND FURNITURE SHOP DRAWINGS. MAKE ALL REQUIRED CONNECTION TO DEVICES SHOWN. 5 ROUTE WIRES THROUGH FURNITURE, PROVIDE AND INSTALL ALL NECESSARY BRACKETS, COVERS, CONNECTORS, ETC. REQUIRED FOR INSTALLATION. 6 LOCATE RECEPTACLE BEHIND DRINKING FOUNTAIN HOUSING. 7 PROVIDE AND INSTALL (2) 4" C., FROM TR ROOM TO ABOVE ACCESSIBLE CEILING IN FLOOR BELOW, AND (2) 4" C., FROM TR ROOM TO ABOVE ACCESSIBLE CEILING IN FLOOR ABOVE. 8 PROVIDE AND INSTALL 3/4" PLYWOOD ON WALLS AS SHOWN FOR ACCESS CONTROL HEADEND. MOUNT PLYWOOD AT 36" AFF. PROVIDE AND INSTALL (2) 4" C., TO FLOOR BELOW AND (2) 4" C., TO FLOOR ABOVE. 9 PROVIDE AND INSTALL SECURITY PANIC BUTTON, INSTALL 1" C., TO ABOVE ACCESSIBLE CEILING. CONNECT BUTTON TO CAMPUS SECURITY. 10 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE AN EXTRA DEEP BOX, SUCH AS HUBBELL HBL260 BOX, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. SCALE: 1/8" = 1'-0"1 LEVEL 2 POWER PLAN AREA A NORTH 16'8'0" KEY PLAN A B SCALE: 1/4" = 1'-0"2 COMM ROOM 245 PUBLIC ADDRESS SYSTEM: FOR BIDDING PURPOSE: • E.C. SHALL INCLUDE A CASH ALLOWANCE FOR $250,000.00 TO COVER ALL MATERIALS, LABOR, PROGRAMMING & TRAINING REQUIRED TO INSTALL A COMPLETE AND OPERABLE PUBLIC ADDRESS SYSTEM IN THIS FACILITY. PA SYSTEM DESIGN WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. • E.C. SHALL CAREFULLY DISCONNECT AND REMOVE ALL EXISTING PUBLIC ADDRESS SYSTEM SPEAKERS, CONTROLS, HEAD END, ETC. REMOVE ALL ASSOCIATED CABLE, WIRE, AND CONDUIT. CLEAN, BOX, AND DELIVER ALL SPEAKERS AND HEAD END EQUIPMENT TO OWNER SPECIFIED LOCATION. REF. REF. FBP FBP FBP FBT FBT FBP FBP FBP FBP FBP FBP FBP FBP FBP FBP FBP FBP FBP M M M FBP CS M F F J J J 16151413121110987 K H F D B A CLASSROOM [272] OFFICE [288B] ENGLISH TRANSITION CENTER [288] OPEN TUTORING [254] STUDY SKILLS [252] WRITING CENTER OPEN TUTORING [256] STUDY [269] STUDY [268] STUDY [267] STUDY [266] OFFICE [265] OFFICE [264] STORAGE [270J] STUDY [270H] PREP / STORAGE [270B] CLASSROOM [258] CLASSROOM [260] PREP / STORAGE [256A] OFFICE [256B] OFFICE [256C] OPEN TUTORING CENTER [270] ADJUNCT OFFICE [286]TR / COMM. [280] CLASSROOM [278] PRE-FUNCTION [270C] PRE-FUNCTION [270D] PRE-FUNCTION [270E] RECEPTION [270A] PREFUNCTION [270F] 'C P 8 ' 'C P 6 ' 'C P 5 ' '2 L A ' '2 B ' '2 A ' 'E E 2 ' 'U P S 1 ' STUDY [270G] STORAGE [252F] PREP / STORAGE [252G] STUDY [252B] STUDY [252A] ELEV [2-R] STUDY [252C] OFFICE [252D] 1D-4 1D-4 6D -5 3D-4 3D-4 6D -5 1D-4 1D-4 OFFICE [288C] STUDY [288D] STUDY [288E] STUDY [288F] STUDY [288G] STORAGE [288H] 2D-4 STUDY [288A] 1D-4 1D-4 1D-4 1D-4 1D-4 1D-4AC 1D-4 1D-4 AC 1D-4 AC 1D-4 1D-4 AC 1D-4 AC 1D-4 AC AC 1D-4 3D-4 2D-4 1D-4 1D-4 1D-4 1D-4 AC AC AC AC 3D-4 6D-5 2D-4 2D-4 3D-4 1D-41D-4 6D -5 1D-4 1D-4 1D-4 1 1 1 3D-4 1 6D -5 1 2 2 2 6D-5 1 2D-4 1D-4 AC 2A-1 2A-3 2A-5 2A-6 2A-4 2A-2 3 2A-8 2A-13 2A-12 1D-E 2A-11 2A-7 2A-15 2A-17 2A-14 2A-19 2A-18 2A-21 2A-23 2B-1 2B-3 2B-5 2B-6 2B-4 2B-2 2B-11 2B-9 2B-7 2B-8 2B-10 2B-12 2B-13 2B-15 2B-17 2B-14 2B-18AC 2B-20 2B-23 2B-21 2B-19 2B-242B-22 2B-29 2B-27 2B-25 2B-26 2B-28 2B-31 2B-30 CP5-3 CP5-1 3 CP5-5 CP5-2 CP5-4CP5-6 3 CP5-7 CP5-9 CP5-8 1D-E CP5-10 CP5-12 CP5-17 CP5-15 CP5-13 CP5-14CP5-16 CP5-18 CP6-1,3,5 CP6-2,4,6 CP6-7,9,11 CP6-10 CP6-8 4D-4 2D-4 CP6-12 CP6-13 CP6-15CP6-17 CP6-14 4 2A-9 2B-16 EE204 2 CP6-16 (ON ROOF) REF-4 5 5 2A-25 2A-25 6 6 SCU-280BSCU-280A CP5-11 2D-4 7 1D-4 2A-20 8 8 1D-4 8 11 SAC-280B 'UPS (280)' CP5-20,22,23,25 CP5-21 UPS (280)-1 UPS (280)-2,4,3,5 CP5-19 4 SAC-280A 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE204 POWER PLAN LEVEL 2 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 SLIM LINE AV SYSTEM CABINET. PROVIDE (2) DUPLEX OUTLETS IN CABINET, EXTRA-DEEP BOX WITH 1 1/2" CONDUIT TO ABOVE ACCESSIBLE CEILING FOR DATA/AV CABLING. COORDINATE EXACT PLACEMENT OF BOXES WITH CABINET AND KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROM CABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIELD VERIFY FINAL LOCATION PRIOR TO ROUGH-IN. 2 PROVIDE AND INSTALL ALL POWER AND CONTROL CONDUIT AND CABLING PER FOLDING WALL MANUFACTURER. COORDINATE ROUGH-IN REQUIREMENTS WITH WALL INSTALL. MAKE ALL REQUIRED CONNECTION. 3 LOCATE RECEPTACLE BEHIND DRINKING FOUNTAIN HOUSING. 4 PROVIDE AND INSTALL (2) 4" C., FROM TR ROOM TO ABOVE ACCESSIBLE CEILING IN FLOOR BELOW. 5 EXISTING ROOF TOP EXHAUST FAN TO REMAIN, MAINTAIN AND/OR RE-ESTABLISH ELECTRICAL FEEDER TO DEVICE. 6 RECEPTACLE MOUNTED TO HVAC UNIT, COORDINATE MOUNTING WITH M.C. PRIOR TO ROUGH-IN. 7 RECEPTACLE MOUNTED FLUSH IN CEILING FOR OVERHEAD PROJECTOR, VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN. INSTALL J-BOX ABOVE CEILING MOUNTED TO STRUCTURE WITH A 10FT MC CABLE WHIP TO RECEPTACLE. 8 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE AN EXTRA DEEP BOX, SUCH AS HUBBELL HBL260 BOX, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. SCALE: 1/8" = 1'-0"1 LEVEL 2 POWER PLAN AREA B NORTH 16'8'0" KEY PLAN A B SCALE: 1/4" = 1'-0"2 COMM ROOM 280 PUBLIC ADDRESS SYSTEM: FOR BIDDING PURPOSE: • E.C. SHALL INCLUDE A CASH ALLOWANCE FOR $250,000.00 TO COVER ALL MATERIALS, LABOR, PROGRAMMING & TRAINING REQUIRED TO INSTALL A COMPLETE AND OPERABLE PUBLIC ADDRESS SYSTEM IN THIS FACILITY. PA SYSTEM DESIGN WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. • E.C. SHALL CAREFULLY DISCONNECT AND REMOVE ALL EXISTING PUBLIC ADDRESS SYSTEM SPEAKERS, CONTROLS, HEAD END, ETC. REMOVE ALL ASSOCIATED CABLE, WIRE, AND CONDUIT. CLEAN, BOX, AND DELIVER ALL SPEAKERS AND HEAD END EQUIPMENT TO OWNER SPECIFIED LOCATION. FBP FBP FBP FBP FBPFBP FBP FBP FBP FBP FBP FBP FBP FBP FBPFBP FBP FBP FBP FBP FBP FBP FBP FBP J J J J J J FBP FBP FBP FBP FBP FBP FBP FBP FBP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FBP FB2S CS SS SS SS SSSSSS J J J J J J J J M M M PC M 1 G J L M N P Q E C 2 3 4 5 61.5 STUDY (SM) [332] STUDY (SM) [336] STUDY (SM) [314] STUDY (SM) [316] ELEC [364] STUDY (SM) [320] STUDY (SM) [338] STUDY (SM) [318] ELECTRICAL [324B] STUDY (SM) [334] OFFICE [310] OFFICE [312] JUVENILE [300] STORAGE [306] STUDY (MED) [304]STUDY (MED) [302] KIDS PLAY [344C] MOTHERS ROOM [344A] RESTROOM [344B] FAMILY STUDY [344] ( QUIET ) OPEN STUDY [342] OPEN STUDY [362] Bridge Connection [-] BRIDGE CONNECTION [3-A] STAIR 1 [3-B] MENS [368] WOMENS [366] TEST RM [378] STUDY (SM) [330] Janitors Closet [376] OFFICE [322] MAC EQUIP [324A] STUDY (LG) [328] STUDY (LG) [326] MAC LAB [324] TEST RM [374] STUDY (SM) [340] 'CP16' 'CP15' '3WB' 'K' '3 L A ' '3 W A ' 'CP17' 'CP18''N' 'H' ELECTRICAL [308] STORAGE [352] TEST RM [382] TEST RM [380] TEST RM [372] TEST RM [370] TEST RM [360] TEST RM [358] TEST RM [356] TEST RM [350] TEST RM [348]TEST RM [346] MECH CHASE [3-E] MECH [3-D] 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 2D-4 3D-4 2D-4 2D-4 6D -5 2D-4 2D-4 2D-4 1D-4 1D-4 2D-4 2D-4 2D-4 2D-4 1D-4 3D-4 1D-4 2D-4 2D-4 11 1 1 2 ACAC 1 1 2D-4 1D-4 2D-4 1D-4 2D-4 4D-4 4D-4 4D-4 1D-4 1D-4 1D-4 AC 2D-4 4D-4 4D-4 4D-4 ELEV [3-G] MECH CHASE [3-H] STAIR [3-F] AC AC ACAC 1 1 1 1 1 1 ACACAC AC AC N-5 N-3 N-1 N-8 N-2 N-4 N-6 N-7 N-9 N-11 N-10 N-12 N-13 1 1 N-17 N-15 N-14 N-16 FCU-3 (ON ROOF) REF-3 (ON ROOF) REF-2 (ON ROOF) REF-1 K-1 K-3 K-5 K-11 K-9 K-7 K-6 K-4 K-2 K-8 K-10 K-12 K-13 CP15-1 CP15-4 CP15-2 CP15-6 CP15-3 CP15-5 CP15-11 CP15-9 CP15-7 K-14 K-15 K-17 K-16 K-18 K-19 K-21 H-5 H-3 H-1 H-2H-4H-6 H-7 3 H-9 3 CP17-1 CP17-5 CP17-4 CP17-2 CP17-9 'J' 3 CP17-15 CP17-10 CP17-12 CP17-8 CP17-11 2D-4 K-20 K-22 K-24 K-25 K-27 K-26 2D-4 2D-4 4D-4 4D-4 2D-4 K-29 CP17-3 CP17-6 CP17-7 (ON ROOF) DXFCU-1(CU) K-30 K-30 K-30 K-30 4 4 4 4 CP17-14 CP15-8 (ON ROOF) SCU-245B (ON ROOF) SCU-245A4K-30 5 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE205 POWER PLAN LEVEL 3 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 MOUNT BEHIND TV, COORDINATE MOUNTING W/ TV MOUNTING BRACKET PRIOR TO ROUGH IN. PROVIDE EXTRA DEEP BOX SUCH AS, HUBBELL HBL260, W/ SINGLE GANG MUD RING W/ 1 1/4" C., TO ABOVE ACCESSIBLE CEILING. COORDINATE W/ KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. 2 SLIM LINE AV SYSTEM CABINET. PROVIDE (2) DUPLEX OUTLETS IN CABINET, EXTRA-DEEP BOX WITH 1 1/2" CONDUIT TO ABOVE ACCESSIBLE CEILING FOR DATA/AV CABLING. COORDINATE EXACT PLACEMENT OF BOXES WITH CABINET AND KENDEN JENSEN (CAMPUS AV) PRIOR TO ROUGH IN. PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROM CABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIELD VERIFY FINAL LOCATION PRIOR TO ROUGH-IN. 3 LOCATE RECEPTACLE BEHIND DRINKING FOUNTAIN HOUSING. 4 RECEPTACLE MOUNTED TO HVAC UNIT, COORDINATE MOUNTING WITH M.C. PRIOR TO ROUGH-IN. 5 PROVIDE AND INSTALL SECURITY PANIC BUTTON, INSTALL 1" C., TO ABOVE ACCESSIBLE CEILING. CONNECT BUTTON TO CAMPUS SECURITY. SCALE: 1/8" = 1'-0"1 LEVEL 3 POWER PLAN NORTH 16'8'0" KEY PLAN A B PUBLIC ADDRESS SYSTEM: FOR BIDDING PURPOSE: • E.C. SHALL INCLUDE A CASH ALLOWANCE FOR $250,000.00 TO COVER ALL MATERIALS, LABOR, PROGRAMMING & TRAINING REQUIRED TO INSTALL A COMPLETE AND OPERABLE PUBLIC ADDRESS SYSTEM IN THIS FACILITY. PA SYSTEM DESIGN WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. • E.C. SHALL CAREFULLY DISCONNECT AND REMOVE ALL EXISTING PUBLIC ADDRESS SYSTEM SPEAKERS, CONTROLS, HEAD END, ETC. REMOVE ALL ASSOCIATED CABLE, WIRE, AND CONDUIT. CLEAN, BOX, AND DELIVER ALL SPEAKERS AND HEAD END EQUIPMENT TO OWNER SPECIFIED LOCATION. REF.REF. M F F F F C1 C1 C1 C1 C1 C1 G J E C 2 3 4 5 6 TIER 2 [016] OFFICE [010] OFFICE [026A] OFFICE [011] BREAK ROOM [013] 'O' 'EMW''EME' 'ATS WEST''ATS EAST' 'MC' SHORT TERM STORAGE [028] OFFICE [012] TECH ROOM [024] STUDENTS [026F] OFFICE [026C] OPS [022] MECH ROOM [030] STAIR [0-E] STORAGE [032] MECH CHASE [O-F] STAIR [0-E]ELEV [0-J] ELECTRICAL [038] CUSTODIAL [036] MECH CHASE [034] BDF [040] CUSTODIAL STORAGE [042] STORAGE [044] OFFICE [018] OFFICE [020] QA [022A] MEN'S RR [015] WOMEN'S RR [014] IMAGING AND STORAGE [009] OFFICE [026B] OFFICE [026D] OFFICE [026E] 'E''UPS' 'CP7''R''DB1''P' RUN ALL ACCESS CONTROL CABLES IN THIS AREA TO HEAD END LOCATED IN ELECTRICAL ROOM 038 ACCESS CONTROL CABLE SCHEDULE C1 LABEL CABLE DESCRIPTION CABLE TYPE 16/4 PLENUM/SHIELDED/STRANDED (RED, BLACK, GREEN, W HITE)CAROL C2 16/2 PLENUM/STRANDED CAROL C3 20/7 PLENUM/SHIELDED/STRANDED BELDEN 6405FE • ACCESS CONTROL SYSTEM DETAILS ARE FOR REFERENCE ONLY; E.C. SHALL INSTALL AND CONNECT SYSTEM AS DIRECTED BY THE EQUIPMENT SUPPLIER AND ACTUAL FIELD CONDITIONS. • ALL ACCESS CONTROL CABLING SHALL BE WHITE IN COLOR. • E.C. SHALL COIL AND LABEL 20FT OF CABLING AT EACH INDICATED LOCATION ABOVE ACCESSIBLE CEILING, AND COIL AND LABEL 20FT OF CABLING AT THE INDICATED ACCESS CONTROL HEADEND. ACCESS CONTROL CABLING NOTES: 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE300 ACCESS CONTROL PLAN LEVEL 0 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: NORTH 16'8'0" KEY PLAN A B SCALE: 1/8" = 1'-0"1 LEVEL 0 ACCESS CONTROL PLAN RE F . RE F . F F F FF F F CR F F CR F F CR F F F F F CR FFF F C1 C1 C1C3 C3 C1 C1 C3 C1 C1 C1 C1 C1 C3 C1 C1 C1 C1 C1 C1 C1 CR C3 1 1615141312111098 B A G J L M N P Q E C 2 3 4 5 61.5 CHECK-IN [112] OFFICE [129] OFFICE [130] OFFICE [131] STUDY (MED) [132] OFFICE [136] RECEPTION [134] OFFICE [138] CONFERENCE ROOM [140] BREAKROOM [142] STORAGE [170C]STUDY [170B] STUDY [170A]CLASSROOM [168] CLASSROOM [166] ADJUNCT OFFICE [180] OFFICE [181] OFFICE [182] OFFICE [183] OFFICE [184] OFFICE [185] OFFICE [186] CONFERENCE ROOM [158] CONFERENCE [188B] COLLABORATIVE SPACE [188] STUDY (SM) [128] STUDY (MED) [124] STUDY (MED) [125] STUDY (SM) [126] STUDY (SM) [127] OPEN STUDY [122A] HD BOOK COLLECTION [122] OPEN STUDY [120A] VESTIBULE [1-F] CIRCULATION RECEPTION [110] OFFICE [108]INTER LIBRARY LOAN WORKSPACE [114] FAMILY RR [144] OPEN STUDY [122C] OPEN STUDY [122B] CLASSROOM [162] CLASSROOM [164] OFFICE [190B] OFFICE [190A] TRAINING AREA [190] OFFICE [192B] SMALL MEETING [192A] OFFICE [160A]OFFICE [160B] TUTORING ADMIN OPEN AREA [160] OFFICE [156F]PRACTICE [156E] WORKSPACE [156] STORAGE [156D] DROP IN MATH LAB [170] WORKSTATIONS/ FLEX SPACE [192] CLASSROOM [172] STUDENT PREP [174] STUDY [178] STUDY [179] MATH LAB RECEPTION [175] I.T. HELP DESK [176] OPEN STUDY [118] MENS [146] WOMENS [148] JANITORS OFFICE [147] OFFICE [188A] 'EW3' OFFICE [106] OFFICE [104] OFFICE [114A] STAIR [1-H] STAIR [1-B] VESTIBULE [1-A] STAIR [1-D] HALLWAY [1-C] MECH CHASE [1-K] RESERVE MEDIA [116] ELEC ROOM [102] 'B' 'ACCESS CONTROL HEAD END' RUN ACCESS CONTROL CABLES IN AREA TO IT ROOM 241 RUN ACCESS CONTROL CABLES IN AREA TO ELECTRICAL ROOM 2-I ACCESS CONTROL CABLE SCHEDULE C1 LABEL CABLE DESCRIPTION CABLE TYPE 16/4 PLENUM/SHIELDED/STRANDED (RED, BLACK, GREEN, W HITE)CAROL C2 16/2 PLENUM/STRANDED CAROL C3 20/7 PLENUM/SHIELDED/STRANDED BELDEN 6405FE • ACCESS CONTROL SYSTEM DETAILS ARE FOR REFERENCE ONLY; E.C. SHALL INSTALL AND CONNECT SYSTEM AS DIRECTED BY THE EQUIPMENT SUPPLIER AND ACTUAL FIELD CONDITIONS. • ALL ACCESS CONTROL CABLING SHALL BE WHITE IN COLOR. • E.C. SHALL COIL AND LABEL 20FT OF CABLING AT EACH INDICATED LOCATION ABOVE ACCESSIBLE CEILING, AND COIL AND LABEL 20FT OF CABLING AT THE INDICATED ACCESS CONTROL HEADEND. ACCESS CONTROL CABLING NOTES: 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE301 ACCESS CONTROL PLAN LEVEL 1 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: NORTH 32'16'0" KEY PLAN A B SCALE: 1/16" = 1'-0"1 LEVEL 1 ACCESS CONTROL PLAN REF. REF. F F F F F CR F CR CRCR CR F F F F F CR F F C1 C1 C1 C3 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C3 C3 C3 C1 C1 C1 C1 C1 C1C1 C1 1 16151413121110987 B A G J L M N P Q E C 2 3 4 5 61.5 ELECTRICAL ROOM [242] TECH SERVICES [238] SHEET MUSIC [236] LARGE COMPUTER CLASSROOM [234] OPEN COMPUTERS [240] OPEN STUDY [53] PRESS ROOM [226] SPECIAL COLLECTIONS [228] VAULT [228E] ARCHIVE [228D] INSTRUCTION 2 [224] INSTRUCTION 1 [222] DCAM [228B] OFFICE [228A] SCANNER [228C] OFFICE [232] STUDY (MED) [216] STUDY (MED) [214] STUDY (MED) [218] CLASSROOM [272] OFFICE [288B] OFFICE [288C] ENGLISH TRANSITION CENTER [288] OPEN TUTORING [254] STUDY SKILLS [252] WRITING CENTER OPEN TUTORING [256]STUDY [269] STUDY [268] STUDY [267] STUDY [266]OFFICE [265] OFFICE [264] STORAGE [270J] STUDY [270H] PREP / STORAGE [270B] CLASSROOM [258] CLASSROOM [260] PREP / STORAGE [256A] OFFICE [256B] OFFICE [256C] OPEN TUTORING CENTER [270] OFFICE [230] OFFICE [202] STUDY (SM) [212] STUDY (SM) [210] STUDY (SM) [208] OFFICE [200] OPEN STUDY [220] ADJUNCT OFFICE [286] TR / COMM. [280] CLASSROOM [278] PRE-FUNCTION [270C] PRE-FUNCTION [270D] PRE-FUNCTION [270E] RECEPTION [270A] PREFUNCTION [270F] TECH SERV STORAGE [2-E] STUDY (SM) [204] JANITOR'S OFFICE [241] MECHANICAL [2-D] I.T. [245] MEN'S RESTROOM [247] WOMEN'S RESTROOM [248] STAIR [2-G] ELEV [2-H] MECH CHASE [2-J] STAIR [2-A] STAIR [2-B] MOTHERS [243] FAMILY RR [244] STUDY (MED) [206] 'ACCESS CONTROL HEAD END' ELECTRICAL [2-I] IT [241A] RUN ACCESS CONTROL CABLES IN AREA TO IT ROOM 241 RUN ACCESS CONTROL CABLES IN AREA TO ELECTRICAL ROOM 2-I ACCESS CONTROL CABLE SCHEDULE C1 LABEL CABLE DESCRIPTION CABLE TYPE 16/4 PLENUM/SHIELDED/STRANDED (RED, BLACK, GREEN, W HITE)CAROL C2 16/2 PLENUM/STRANDED CAROL C3 20/7 PLENUM/SHIELDED/STRANDED BELDEN 6405FE • ACCESS CONTROL SYSTEM DETAILS ARE FOR REFERENCE ONLY; E.C. SHALL INSTALL AND CONNECT SYSTEM AS DIRECTED BY THE EQUIPMENT SUPPLIER AND ACTUAL FIELD CONDITIONS. • ALL ACCESS CONTROL CABLING SHALL BE WHITE IN COLOR. • E.C. SHALL COIL AND LABEL 20FT OF CABLING AT EACH INDICATED LOCATION ABOVE ACCESSIBLE CEILING, AND COIL AND LABEL 20FT OF CABLING AT THE INDICATED ACCESS CONTROL HEADEND. ACCESS CONTROL CABLING NOTES: 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE302 ACCESS CONTROL PLAN LEVEL 2 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: NORTH 32'16'0" KEY PLAN A B SCALE: 1/16" = 1'-0"1 LEVEL 2 ACCESS CONTROL PLAN F F F F F CR F F F F F FF C1 C1 C1 C1 C1 C1 C1 C1 C3 C1 C1 C1 1 G J L M N P Q E C 2 3 4 5 61.5 STUDY (SM) [332] STUDY (SM) [336] STUDY (SM) [314] STUDY (SM) [316] ELEC [364] STUDY (SM) [320] STUDY (SM) [338] STUDY (SM) [318] ELECTRICAL [324B] STUDY (SM) [334] OFFICE [310] OFFICE [312] JUVENILE [300] STORAGE [306] STUDY (MED) [304]STUDY (MED) [302] KIDS PLAY [344C] MOTHERS ROOM [344A] RESTROOM [344B] FAMILY STUDY [344] ( QUIET ) OPEN STUDY [342] OPEN STUDY [362] Bridge Connection [-] BRIDGE CONNECTION [3-A] STAIR 1 [3-B] MENS [368] WOMENS [366] TEST RM [378] STUDY (SM) [330] Janitors Closet [376] OFFICE [322] MAC EQUIP [324A] STUDY (LG) [328] STUDY (LG) [326] MAC LAB [324] TEST RM [374] STUDY (SM) [340] 'CP16' 'CP15' '3WB' 'K' '3 L A ' '3 W A ' 'CP17' 'CP18''N' 'H' ELECTRICAL [308] STORAGE [352] TEST RM [382] TEST RM [380] TEST RM [372] TEST RM [370] TEST RM [360] TEST RM [358] TEST RM [356] TEST RM [350] TEST RM [348]TEST RM [346] MECH CHASE [3-E] MECH [3-D] ELEV [3-G] MECH CHASE [3-H] STAIR [3-F] RUN ACCESS CONTROL CABLES IN AREA TO IT ROOM 241 ACCESS CONTROL CABLE SCHEDULE C1 LABEL CABLE DESCRIPTION CABLE TYPE 16/4 PLENUM/SHIELDED/STRANDED (RED, BLACK, GREEN, W HITE)CAROL C2 16/2 PLENUM/STRANDED CAROL C3 20/7 PLENUM/SHIELDED/STRANDED BELDEN 6405FE • ACCESS CONTROL SYSTEM DETAILS ARE FOR REFERENCE ONLY; E.C. SHALL INSTALL AND CONNECT SYSTEM AS DIRECTED BY THE EQUIPMENT SUPPLIER AND ACTUAL FIELD CONDITIONS. • ALL ACCESS CONTROL CABLING SHALL BE WHITE IN COLOR. • E.C. SHALL COIL AND LABEL 20FT OF CABLING AT EACH INDICATED LOCATION ABOVE ACCESSIBLE CEILING, AND COIL AND LABEL 20FT OF CABLING AT THE INDICATED ACCESS CONTROL HEADEND. ACCESS CONTROL CABLING NOTES: 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE303 ACCESS CONTROL PLAN LEVEL 3 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: NORTH 16'8'0" KEY PLAN A B SCALE: 1/8" = 1'-0"1 LEVEL 3 ACCESS CONTROL PLAN PANEL 1P PANEL EE 100A 3 POLE BREAKER AND ENCLOSURE WITH SHUNT TRIP FOR ELEVATOR PANEL CC PANEL 1A PANEL 1LA PANEL CP1 PANEL CP2 PANEL CP3 PANEL CP4 PROVIDE W/ POWER LOGIC METERING PANEL 2A PANEL 2B PANEL 2LA PANEL CP5 PANEL CP6 PANEL CP8 FIRST FLOOR SECOND FLOOR MAIN SWITCHBOARD (EAST) 1600A MBR, 208/120, 3PH 4W XX AIC 2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G 1 1/2" C., 4#2 + 1#8G 2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G2" C., 4#1/0 + 1#6G 1 1/2" C., 4#2 + 1#8G2" C., 4#3/0 + 1#6G 2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G 2" C., 4#3/0 + 1#6G 2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G SPLICE AND EXTEND EXISTING FEEDERS AS NECESSARY TO ACCOMMODATE NEW SWITCHGEAR BASEMENT FIRST FLOOR SECOND FLOOR THIRD FLOOR PANEL O PANEL E PANEL 1LB PANEL B PANEL CP9 PANEL CP10 PANEL CP15 PANEL CP16 PANEL 3WB PANEL J PANEL K PANEL N PANEL 3LA PANEL 3WA PANEL CP18 PANEL H PANEL CP17 PANEL F1 PANEL F PANEL G PANEL D PANEL CP13 PANEL 2LB PANEL 2WA PANEL CP14 PANEL CP12 PANEL CP11 SWITCHBOARD -MC PANEL CP7 2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G 1 1/2" C., 4#2 + 1#8G 1 1/4" C., 4#3 + 1#8G 1 1/2" C., 4#2 + 1#8G 2" C., 4#1/0 + 1#6G SWITCHBOARD -M (WEST) SEE EMERGENCY POWER RISER FOR E - POWER DISTRIBUTION 2" C., 4#1/0 + 1#6G2" C., 4#1/0 + 1#6G 2" C., 4#1/0 + 1#6G 2" C., 4# 3/0 + 1#6G 2" C., 4# 1/0 + 1# 6G 2" C., 4# 1/0 + 1#6G 2" C., 4#1/0 + 1#6G 1 1/2" C., 4#2 + 1#8G 2" C., 4# 1/0 + 1#6G 1 1/2" C., 4#2 + 1#8G PANEL P 1 1/2" C., 4#2 + 1#8G PANEL R 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE400 RISER DIAGRAM 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET SCALE: NONEAPOWER RISER DIAGRAM - EAST WING SCALE: NONEBPOWER RISER DIAGRAM - WEST WING N E L N E L UPS WEST WING UPS EAST WING PANEL EWM PANEL EEM PANEL E WEST WING EAST WING PANEL EW2 PANEL UPS PANEL UPS1 PANEL EE2 PANEL EEMAIN PANEL M BASEMENT FIRST FLOOR SECOND FLOOR NEW 60A PANEL IN NEW DATA ROOM FEED FROM UPS PANEL GENERATOR LOCATED AT SMITH BUILDING 1 1 MAIN PANEL M WEST WING PANEL EW3 1 1/2" C., 4#2 + 1#8G 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE401 EMERGENCY POWER RISER DIAGRAM 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET SCALE: NONEAPOWER RISER DIAGRAM - EMERGENCY POWER KEY NOTES:# 1 EXISTING PANEL TO GET RELOCATED, RE-ESTABLISH/REFEED PANEL. SEE PLANS FOR NEW LOCATION. 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE500 PANEL SCHEDULES 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:41 A TOTAL AMPS:60 A 58 A 50 A TOTAL LOAD:7.0 kVA 6.8 kVA 5.9 kVA 41 42 39 40 37 38 35 Receptacle 20 A 1 720 36 33 Receptacle 20 A 1 720 720 1 20 A Receptacle 34 31 Receptacle 20 A 1 720 900 1 20 A Receptacle 32 29 Receptacle 20 A 1 720 540 1 20 A Receptacle 30 27 Receptacle 20 A 1 720 540 1 20 A Receptacle 28 25 Receptacle 20 A 1 540 720 1 20 A Receptacle 26 23 Receptacle 20 A 1 540 720 1 20 A Receptacle 24 21 Receptacle 20 A 1 540 720 1 20 A Receptacle 22 19 Receptacle 20 A 1 720 720 1 20 A Receptacle 20 17 Receptacle 20 A 1 540 900 1 20 A Receptacle 18 15 Receptacle 20 A 1 360 720 1 20 A Receptacle 16 13 Receptacle 20 A 1 900 720 1 20 A Receptacle 14 11 Drinking Fountain G 20 A 1 180 900 1 20 A Receptacle 12 9 Receptacle 20 A 1 540 720 1 20 A Receptacle 10 7 Receptacle 20 A 1 180 900 1 20 A Receptacle 8 5 180 1 20 A Receptacle 6 3 540 1 20 A Receptacle 4 1 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP7 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:11 A TOTAL AMPS:22 A 6 A 5 A TOTAL LOAD:2.6 kVA 0.7 kVA 0.6 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 ADA Door Opener 20 A 1 1000 8 5 CH-2 20 A 1 83 500 1 20 A Power 6 3 CH-1 20 A 1 173 500 1 20 A Other 4 1 Power 20 A 1 1500 83 1 20 A CH-3 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:Room 1-M VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: EW3 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:34 A TOTAL AMPS:46 A 38 A 33 A TOTAL LOAD:5.4 kVA 4.5 kVA 4.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 Power 20 A 1 500 22 19 Receptacle 20 A 1 360 0 1 20 A -- Smoke Dampers 20 17 Receptacle 20 A 1 360 180 1 20 A G Drinking Fountain 18 15 Receptacle 20 A 1 360 720 1 20 A Receptacle 16 13 Receptacle 20 A 1 720 1080 1 20 A Receptacle 14 11 Receptacle 20 A 1 540 900 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 360 1 20 A Receptacle 10 7 Receptacle 20 A 1 1080 360 1 20 A Receptacle 8 5 Receptacle 20 A 1 900 1080 1 20 A Receptacle 6 3 Receptacle 20 A 1 900 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 720 1080 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELEC ROOM 102 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP9 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:23 A TOTAL AMPS:34 A 28 A 12 A TOTAL LOAD:3.8 kVA 3.1 kVA 1.4 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 Receptacle 20 A 1 360 16 13 Receptacle 20 A 1 900 14 11 Receptacle 20 A 1 540 180 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 180 1 20 A Receptacle 10 7 Receptacle 20 A 1 900 540 1 20 A Receptacle 8 5 Receptacle 20 A 1 540 180 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 900 1 20 A Receptacle 4 1 Receptacle 20 A 1 720 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELEC ROOM 102 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP10 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:55 A TOTAL AMPS:53 A 61 A 51 A TOTAL LOAD:6.4 kVA 7.3 kVA 6.1 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 Lighting 20 A 1 1640 472 1 20 A Lighting 18 15 Lighting 20 A 1 1593 528 1 20 A Exterior Lighting 16 13 Lighting 20 A 1 583 1400 1 20 A Lighting 14 11 Lighting 20 A 1 866 1220 1 20 A Lighting 12 9 Lighting 20 A 1 2378 1664 1 20 A Lighting 10 7 Lighting 20 A 1 780 1430 1 20 A Lighting 8 5 Lighting 20 A 1 1014 959 1 20 A Lighting 6 3 Lighting 20 A 1 735 435 1 20 A Lighting 4 1 Lighting 20 A 1 1005 1195 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELEC ROOM 102 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 1LB PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:33 A TOTAL AMPS:38 A 36 A 33 A TOTAL LOAD:4.5 kVA 4.3 kVA 4.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 FCU-1 15 A 1 586 24 21 22 19 20 17 Receptacle 20 A 1 540 500 1 20 A Power 18 15 Receptacle 20 A 1 720 540 1 20 A Receptacle 16 13 Receptacle 20 A 1 540 540 1 20 A Receptacle 14 11 Drinking Fountain 20 A 1 180 540 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 540 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 1080 1 20 A Receptacle 8 5 Receptacle 20 A 1 900 720 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 900 1 20 A Receptacle 4 1 Receptacle 20 A 1 900 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELEC ROOM 102 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP11 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:4 A TOTAL AMPS:5 A 10 A 0 A TOTAL LOAD:0.5 kVA 1.1 kVA 0.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 Receptacle 20 A 1 1080 4 1 Receptacle 20 A 1 540 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: B PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:15 A TOTAL AMPS:21 A 8 A 20 A TOTAL LOAD:2.3 kVA 0.9 kVA 2.2 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 Lighting 20 A 1 300 8 5 Lighting 20 A 1 1145 1095 1 20 A Lighting 6 3 Lighting 20 A 1 60 860 1 20 A Lighting 4 1 Stair Lighting 20 A 1 520 1490 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 038 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: O PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:15 A TOTAL AMPS:19 A 17 A 11 A TOTAL LOAD:2.2 kVA 1.9 kVA 1.3 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 Receptacle 20 A 1 180 12 9 Power 20 A 1 500 10 7 Receptacle 20 A 1 540 8 5 Receptacle 20 A 1 540 540 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 540 1080 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: R PAYNE ENGINEERING 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE501 PANEL SCHEDULES 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:47 A TOTAL AMPS:68 A 62 A 70 A TOTAL LOAD:8.0 kVA 7.5 kVA 8.3 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 Receptacle 20 A 1 540 900 1 20 A Receptacle 30 27 Receptacle 20 A 1 900 1000 1 20 A Receptacle 28 25 Receptacle 20 A 1 720 540 1 20 A Receptacle 26 23 Receptacle 20 A 1 360 360 1 20 A Receptacle 24 21 Receptacle 20 A 1 720 720 1 20 A Receptacle 22 19 Receptacle 20 A 1 1080 540 1 20 A Receptacle 20 17 Receptacle 20 A 1 720 720 1 20 A Receptacle 18 15 Receptacle 20 A 1 720 720 1 20 A Receptacle 16 13 Receptacle 20 A 1 720 720 1 20 A Receptacle 14 11 Receptacle 20 A 1 900 1080 1 20 A Receptacle 12 9 Receptacle 20 A 1 180 540 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 1720 1 20 A Receptacle 8 5 Receptacle 20 A 1 1800 900 1 20 A Receptacle 6 3 Receptacle 20 A 1 1260 720 1 20 A Receptacle 4 1 Drinking Fountain G 20 A 1 180 1080 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 173 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 1A PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:44 A TOTAL AMPS:52 A 54 A 32 A TOTAL LOAD:6.0 kVA 6.2 kVA 3.9 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 Lighting 20 A 1 114 14 11 Lighting 20 A 1 1650 0 1 20 A -- HEAT TAPE CONTROL 12 9 Lighting 20 A 1 1765 1692 1 20 A Lighting 10 7 Lighting 20 A 1 1200 1410 1 20 A Lighting 8 5 Lighting 20 A 1 1392 835 1 20 A Lighting 6 3 Lighting 20 A 1 1166 1560 1 20 A Lighting 4 1 Lighting 20 A 1 1591 1660 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 173 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 1LA PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:43 A TOTAL AMPS:58 A 55 A 54 A TOTAL LOAD:7.0 kVA 6.6 kVA 6.5 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 Receptacle 20 A 1 720 720 1 20 A Receptacle 24 21 Receptacle 20 A 1 1080 500 1 20 A Power 22 19 Receptacle 20 A 1 1080 500 1 20 A GP HEAT TRACE 20 17 Receptacle 20 A 1 720 900 1 20 A Receptacle 18 15 Receptacle 20 A 1 720 360 1 20 A Receptacle 16 13 Receptacle 20 A 1 900 1080 1 20 A Receptacle 14 11 Receptacle 20 A 1 1260 1080 1 20 A Receptacle 12 9 Receptacle 20 A 1 1080 1260 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 1080 1 20 A Receptacle 8 5 Receptacle 20 A 1 900 180 1 20 A G Drinking Fountain 6 3 Receptacle 20 A 1 720 900 1 20 A Receptacle 4 1 Receptacle 20 A 1 900 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 173 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP1 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:36 A TOTAL AMPS:53 A 48 A 35 A TOTAL LOAD:6.1 kVA 5.6 kVA 4.1 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 Drinking Fountain G 20 A 1 180 24 21 Receptacle 20 A 1 1080 22 19 Receptacle 20 A 1 1080 180 1 20 A Receptacle 20 17 Receptacle 20 A 1 720 360 1 20 A Receptacle 18 15 Receptacle 20 A 1 360 1080 1 20 A Receptacle 16 13 Receptacle 20 A 1 900 900 1 20 A Receptacle 14 11 Receptacle 20 A 1 900 720 1 20 A Receptacle 12 9 Receptacle 20 A 1 1080 720 1 20 A Receptacle 10 7 Receptacle 20 A 1 1080 900 1 20 A Receptacle 8 5 Receptacle 20 A 1 360 900 1 20 A Receptacle 6 3 Receptacle 20 A 1 540 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 540 540 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 173 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP2 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:22 A TOTAL AMPS:23 A 30 A 15 A TOTAL LOAD:2.7 kVA 3.4 kVA 1.8 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 Receptacle 20 A 1 540 12 9 Receptacle 20 A 1 720 10 7 Receptacle 20 A 1 900 500 1 20 A Power 8 5 Receptacle 20 A 1 900 360 1 20 A Receptacle 6 3 Receptacle 20 A 1 1440 1260 1 20 A Receptacle 4 1 Receptacle 20 A 1 360 900 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 173 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP3 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:15 A TOTAL AMPS:12 A 19 A 15 A TOTAL LOAD:1.4 kVA 2.3 kVA 1.7 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 Receptacle 20 A 1 1000 10 7 Receptacle 20 A 1 720 8 5 Receptacle 20 A 1 720 1000 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 540 1 20 A Receptacle 4 1 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 173 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP4 PAYNE ENGINEERING POWER-MISC.10000 VA 100.00% 10000 VA Power 2000 VA 100.00% 2000 VA TOTAL EST. DEMAND...343 A Receptacle 135400 VA 53.69% 72700 VA TOTAL CONN. AMPS:516 A Other 0 VA 0.00% 0 VA TOTAL EST. DEMAND:123 kW Motor 5500 VA 107.53% 5914 VA TOTAL CONN. LOAD:186 kW Lighting 32843 VA 100.00% 32843 VA LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS PANEL LOAD SUMMARY TOTAL AMPS:516 A TOTAL CONN....186 kW 15 ELEVATOR BREAKER 3 400 A 100 A 0 kW 14 PANEL CP8 3 400 A 150 A 0 kW 13 PANEL CP6 3 400 A 150 A 7 kW 12 PANEL CP5 3 400 A 150 A 25 kW 11 PANEL 2LA 3 400 A 200 A 16 kW 10 PANEL 2B 3 400 A 150 A 26 kW 9 PANEL 2A 3 400 A 150 A 20 kW 8 PANEL 1P 3 400 A 200 A 2 kW 7 PANEL CC 3 400 A 150 A 0 kW 6 PANEL CP4 3 400 A 150 A 5 kW 5 PANEL CP3 3 400 A 150 A 8 kW 4 PANEL CP2 3 400 A 150 A 16 kW 3 PANEL CP1 3 400 A 100 A 20 kW 2 PANEL 1LA 3 400 A 150 A 16 kW 1 PANEL 1A 3 400 A 150 A 24 kW CKT CIRCUIT DESCRIPTION POLES FRAME AMPS TRIP AMPS LOAD REMARKS NETWORK AND PROGRAM POWER LOGIC METERING PER BYU-I STANDARD NOTES: MFG/MODEL:SQ. D/QED SERIES DIMENSIONS: FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:1600 A MOUNTING: WIRES:4 PANEL AMPS:1600 A FED FROM: PHASES:3 PANEL TYPE:MBR MCK Library Remodel LOCATION:MECH 08 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: M (EAST) PAYNE ENGINEERING 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE502 PANEL SCHEDULES 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:50 A TOTAL AMPS:46 A 60 A 41 A TOTAL LOAD:5.4 kVA 7.1 kVA 4.9 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 2222 22 19 Split System 245B 40 A 2 2222 20 17 Other 20 A 1 500 2222 18 15 Other 20 A 1 500 2222 2 40 A Split System 245A 16 13 Power 20 A 1 500 500 1 20 A Other 14 11 288 990 12 9 288 990 10 7 DXFCU-1(CONDENSING UNIT) 20 A 3 288 990 3 15 A H-1 8 5 Receptacle 20 A 1 360 552 6 3 Receptacle 20 A 1 360 552 4 1 Receptacle 20 A 1 360 552 3 15 A DXFCU-1(FAN COIL) 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL ROOM 242 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: EW2 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:28 A TOTAL AMPS:43 A 21 A 21 A TOTAL LOAD:5.2 kVA 2.5 kVA 2.5 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 Receptacle 20 A 1 180 2500 8 5 2500 2 20 A 6l-20 Receptacle 6 3 2500 4 1 2500 2 20 A 6L-20 Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:I.T. 245 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: UPS PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:53 A TOTAL AMPS:67 A 61 A 68 A TOTAL LOAD:7.9 kVA 7.4 kVA 8.1 kVA 41 42 39 40 37 38 35 Receptacle 20 A 1 540 36 33 Power 20 A 1 500 34 31 552 32 29 552 552 30 27 Partition Wall 20 A 3 552 552 28 25 Receptacle 20 A 1 720 552 3 20 A Partition Wall 26 23 Receptacle 20 A 1 720 720 1 20 A Receptacle 24 21 Receptacle 20 A 1 720 360 1 20 A Receptacle 22 19 Receptacle 20 A 1 720 360 1 20 A Receptacle 20 17 Receptacle 20 A 1 1080 720 1 20 A Receptacle 18 15 Receptacle 20 A 1 900 900 1 20 A Receptacle 16 13 Receptacle 20 A 1 720 1080 1 20 A Receptacle 14 11 Receptacle 20 A 1 720 900 1 20 A Receptacle 12 9 Receptacle 20 A 1 540 720 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 900 1 20 A Receptacle 8 5 Receptacle 20 A 1 720 900 1 20 A Receptacle 6 3 Receptacle 20 A 1 900 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 900 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL ROOM 242 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: D PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:66 A TOTAL AMPS:82 A 78 A 67 A TOTAL LOAD:9.7 kVA 9.2 kVA 8.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 Receptacle 20 A 1 180 500 1 20 A Power 30 27 2500 720 1 20 A Receptacle 28 25 Electric Clothes Dryer 20 A 2 2500 2500 26 23 Receptacle 20 A 1 720 2500 2 20 A Electric Clothes Dryer 24 21 Receptacle 20 A 1 720 360 1 20 A Receptacle 22 19 Receptacle 20 A 1 1080 360 1 20 A Receptacle 20 17 Receptacle 20 A 1 720 900 1 20 A Receptacle 18 15 Receptacle 20 A 1 720 900 1 20 A Receptacle 16 13 Receptacle 20 A 1 180 720 1 20 A Receptacle 14 11 Receptacle 20 A 1 720 720 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 900 1 20 A Receptacle 10 7 Receptacle 20 A 1 540 720 1 20 A Receptacle 8 5 Drinking Fountain G 20 A 1 180 900 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 540 540 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL ROOM 242 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP13 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:40 A TOTAL AMPS:46 A 48 A 47 A TOTAL LOAD:5.5 kVA 5.7 kVA 5.6 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 FCU-2 15 A 1 586 24 21 Receptacle 20 A 1 180 22 19 Receptacle 20 A 1 720 0 1 20 A -- Smoke Dampers 20 17 Receptacle 20 A 1 1080 540 1 20 A Receptacle 18 15 Receptacle 20 A 1 1080 1220 1 20 A Receptacle 16 13 Receptacle 20 A 1 720 1040 1 20 A Power 14 11 Receptacle 20 A 1 720 1440 1 20 A Receptacle 12 9 Receptacle 20 A 1 720 1440 1 20 A Receptacle 10 7 Receptacle 20 A 1 540 1440 1 20 A Receptacle 8 5 Receptacle 20 A 1 720 540 1 20 A Receptacle 6 3 Receptacle 20 A 1 540 540 1 20 A Receptacle 4 1 Receptacle 20 A 1 540 540 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL ROOM 242 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP14 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:89 A TOTAL AMPS:122 A 117 A 48 A TOTAL LOAD:13.5 kVA 12.9 kVA 5.8 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 Lighting 20 A 1 1239 6150 1 20 A Lighting 16 13 Lighting 20 A 1 1360 6750 1 20 A Lighting 14 11 Lighting 20 A 1 1416 1465 1 20 A Lighting 12 9 Lighting 20 A 1 1245 1240 1 20 A Lighting 10 7 Lighting 20 A 1 1284 1700 1 20 A Lighting 8 5 Lighting 20 A 1 1245 1650 1 20 A Lighting 6 3 Lighting 20 A 1 1660 1374 1 20 A Lighting 4 1 Lighting 20 A 1 1514 942 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL ROOM 242 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 2LB PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:0 A TOTAL AMPS:0 A 0 A 0 A TOTAL LOAD:0.0 kVA 0.0 kVA 0.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL ROOM 242 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 2WA PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:32 A TOTAL AMPS:41 A 33 A 38 A TOTAL LOAD:4.9 kVA 4.0 kVA 4.5 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 Receptacle 20 A 1 1080 540 1 20 A Receptacle 18 15 Receptacle 20 A 1 720 360 1 20 A Receptacle 16 13 Receptacle 20 A 1 900 720 1 20 A Receptacle 14 11 Receptacle 20 A 1 720 720 1 20 A Receptacle 12 9 Receptacle 20 A 1 720 720 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 720 1 20 A Receptacle 8 5 Receptacle 20 A 1 720 720 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 720 1080 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP12 PAYNE ENGINEERING 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE503 PANEL SCHEDULES 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:28 A TOTAL AMPS:23 A 42 A 21 A TOTAL LOAD:2.7 kVA 5.0 kVA 2.5 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 2500 6 3 5000 4 1 UPS (280) 60 A 3 2680 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 2-I VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: UPS1 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:29 A TOTAL AMPS:41 A 23 A 23 A TOTAL LOAD:4.9 kVA 2.7 kVA 2.7 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 2222 8 5 Other 20 A 1 500 2222 2 40 A Split System 280B 6 3 Other 20 A 1 500 2222 4 1 Other 20 A 1 500 2222 2 40 A Split System 280A 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 2-I VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: EE2 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:43 A TOTAL AMPS:47 A 65 A 62 A TOTAL LOAD:5.6 kVA 7.5 kVA 7.2 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 REF-4 20 A 1 528 28 25 Receptacle 20 A 1 360 26 23 Receptacle 20 A 1 900 360 1 20 A Receptacle 24 21 Receptacle 20 A 1 900 360 1 20 A Receptacle 22 19 Receptacle 20 A 1 540 720 1 20 A Receptacle 20 17 Receptacle 20 A 1 1800 900 1 20 A Receptacle 18 15 Receptacle 20 A 1 720 1620 1 20 A Receptacle 16 13 Receptacle 20 A 1 900 360 1 20 A Receptacle 14 11 Receptacle 20 A 1 900 1080 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 1080 1 20 A Receptacle 10 7 Drinking Fountain G 20 A 1 180 900 1 20 A Receptacle 8 5 Receptacle 20 A 1 900 360 1 20 A Receptacle 6 3 Receptacle 20 A 1 900 540 1 20 A Receptacle 4 1 Receptacle 20 A 1 900 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 2-I VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 2A PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:46 A TOTAL AMPS:41 A 54 A 42 A TOTAL LOAD:4.9 kVA 6.4 kVA 5.1 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 Lighting 20 A 1 1270 1070 1 20 A Lighting 12 9 Lighting 20 A 1 1561 1615 1 20 A Lighting 10 7 Lighting 20 A 1 1031 940 1 20 A Lighting 8 5 Lighting 20 A 1 1580 1150 1 20 A Lighting 6 3 Lighting 20 A 1 1599 1673 1 20 A Lighting 4 1 Lighting 20 A 1 1549 1370 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 2-I VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 2LA PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:63 A TOTAL AMPS:89 A 65 A 57 A TOTAL LOAD:10.6 kVA 7.7 kVA 6.8 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 2500 26 23 6L-20 Receptacle (COMM ROOM) 20 A 2 2500 24 21 Receptacle 20 A 1 180 2500 22 19 Receptacle 20 A 1 360 2500 2 20 A 6L-20 Receptacle (COMM ROOM) 20 17 Receptacle 20 A 1 1440 900 1 20 A Receptacle 18 15 Receptacle 20 A 1 1080 720 1 20 A Receptacle 16 13 Receptacle 20 A 1 1440 720 1 20 A Receptacle 14 11 Receptacle 20 A 1 360 1260 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 1080 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 900 1 20 A Receptacle 8 5 Receptacle 20 A 1 180 180 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 540 1 20 A Receptacle 4 1 Receptacle 20 A 1 720 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 2-I VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP5 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:21 A TOTAL AMPS:22 A 23 A 17 A TOTAL LOAD:2.6 kVA 2.7 kVA 2.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 Receptacle 20 A 1 180 18 15 Receptacle 20 A 1 180 500 1 20 A Power 16 13 Receptacle 20 A 1 180 180 1 20 A Receptacle 14 11 552 180 1 20 A Receptacle 12 9 552 360 1 20 A Receptacle 10 7 Motor 20 A 3 552 540 1 20 A Receptacle 8 5 552 552 6 3 552 552 4 1 Motor 20 A 3 552 552 3 20 A Motor 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 2-I VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP6 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:0 A TOTAL AMPS:0 A 0 A 0 A TOTAL LOAD:0.0 kVA 0.0 kVA 0.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM:M (EAST)PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 2-I VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP8 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:28 A TOTAL AMPS:23 A 42 A 21 A TOTAL LOAD:2.7 kVA 5.0 kVA 2.5 kVA 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 2500 6 3 6L-20 Receptacle 20 A 2 2500 2500 4 1 Receptacle 20 A 1 180 2500 2 20 A 6L-20 Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:100 A FED FROM:UPS1 PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:TR / COMM. 280 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: UPS (280) PAYNE ENGINEERING 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE504 PANEL SCHEDULES 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:0 A TOTAL AMPS:0 A 0 A 0 A TOTAL LOAD:0.0 kVA 0.0 kVA 0.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 308 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 3WB PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:17 A TOTAL AMPS:23 A 19 A 12 A TOTAL LOAD:2.7 kVA 2.2 kVA 1.4 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 Receptacle 20 A 1 360 12 9 Receptacle 20 A 1 720 10 7 Receptacle 20 A 1 720 500 1 20 A Power 8 5 Receptacle 20 A 1 360 720 1 20 A Receptacle 6 3 Receptacle 20 A 1 900 540 1 20 A Receptacle 4 1 Receptacle 20 A 1 720 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 308 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP15 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:0 A TOTAL AMPS:0 A 0 A 0 A TOTAL LOAD:0.0 kVA 0.0 kVA 0.0 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 324B VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP18 PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:41 A TOTAL AMPS:49 A 46 A 39 A TOTAL LOAD:5.8 kVA 5.4 kVA 4.7 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 901 22 19 901 20 17 Receptacle 20 A 1 720 901 3 20 A REF-1 18 15 Receptacle 20 A 1 720 900 1 20 A Receptacle 16 13 Receptacle 20 A 1 720 900 1 20 A Receptacle 14 11 Receptacle 20 A 1 720 720 1 20 A Receptacle 12 9 Receptacle 20 A 1 720 720 1 20 A Receptacle 10 7 Receptacle 20 A 1 720 900 1 20 A Receptacle 8 5 Receptacle 20 A 1 900 720 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 900 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 324B VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: N PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:37 A TOTAL AMPS:42 A 44 A 48 A TOTAL LOAD:5.0 kVA 5.2 kVA 5.8 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 Receptacle 20 A 1 900 900 1 20 A Roof Receptacle 30 27 Receptacle 20 A 1 360 528 1 20 A REF-3 28 25 Receptacle 20 A 1 720 540 1 20 A Receptacle 26 23 Receptacle 20 A 1 180 720 1 20 A Receptacle 24 21 Receptacle 20 A 1 540 720 1 20 A Receptacle 22 19 Receptacle 20 A 1 720 540 1 20 A Receptacle 20 17 Receptacle 20 A 1 720 720 1 20 A Receptacle 18 15 Receptacle 20 A 1 540 540 1 20 A Receptacle 16 13 Receptacle 20 A 1 360 720 1 20 A Receptacle 14 11 Receptacle 20 A 1 360 540 1 20 A Receptacle 12 9 Receptacle 20 A 1 540 360 1 20 A Receptacle 10 7 Receptacle 20 A 1 360 360 1 20 A Receptacle 8 5 Receptacle 20 A 1 360 360 1 20 A Receptacle 6 3 Receptacle 20 A 1 540 540 1 20 A Receptacle 4 1 Receptacle 20 A 1 360 360 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELECTRICAL 324B VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: K PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:18 A TOTAL AMPS:24 A 16 A 14 A TOTAL LOAD:2.8 kVA 1.9 kVA 1.7 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 288 16 13 288 14 11 REF-2 20 A 3 288 12 9 Drinking Fountain G 20 A 1 180 10 7 Receptacle 20 A 1 1080 8 5 Receptacle 20 A 1 720 720 1 20 A Receptacle 6 3 Receptacle 20 A 1 720 720 1 20 A Receptacle 4 1 Receptacle 20 A 1 720 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELEC 364 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: H PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:49 A TOTAL AMPS:58 A 44 A 46 A TOTAL LOAD:6.9 kVA 5.3 kVA 5.5 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 Lighting 20 A 1 1148 14 11 Lighting 20 A 1 1250 1012 1 20 A Lighting 12 9 Lighting 20 A 1 1610 535 1 20 A Lighting 10 7 Lighting 20 A 1 1295 1720 1 20 A Lighting 8 5 Lighting 20 A 1 1607 1665 1 20 A Lighting 6 3 Lighting 20 A 1 1517 1650 1 20 A Lighting 4 1 Lighting 20 A 1 1330 1429 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELEC 364 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: 3LA PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:29 A TOTAL AMPS:35 A 26 A 29 A TOTAL LOAD:4.1 kVA 3.1 kVA 3.5 kVA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 FCU-3 15 A 1 586 18 15 Receptacle 20 A 1 900 16 13 Receptacle 20 A 1 720 500 1 20 A Power 14 11 Receptacle 20 A 1 900 180 1 20 A Receptacle 12 9 Receptacle 20 A 1 900 720 1 20 A Receptacle 10 7 Receptacle 20 A 1 900 720 1 20 A Receptacle 8 5 Receptacle 20 A 1 900 900 1 20 A Receptacle 6 3 Receptacle 20 A 1 360 180 1 20 A Receptacle 4 1 Receptacle 20 A 1 360 900 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED: ENCLOSURE: BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:WIRES:4 PANEL AMPS:225 A FED FROM: PHASES:3 PANEL TYPE:MLO MCK Library Remodel LOCATION:ELEC 364 VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: CP17 PAYNE ENGINEERING 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EE600 SCHEDULES 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET MECHANICAL - CABINET HEATER EQUIP. ID VOLTS PH.WATTS CIRCUIT FEEDER NOTES CH-1 120 V 1 173 W EW3-3 3/4" C., 3#12+1#12 GND CH-2 120 V 1 83 W EW3-5 3/4" C., 3#12+1#12 GND CH-3 120 V 1 83 W EW3-2 3/4" C., 3#12+1#12 GND CH-4 120 V 1 83 W EE-4 3/4" C., 3#12+1#12 GND CH-5 120 V 1 83 W EE-3 3/4" C., 3#12+1#12 GND CH-6 120 V 1 83 W EE-5 3/4" C., 3#12+1#12 GND CH-7 120 V 1 83 W EE-2 3/4" C., 3#12+1#12 GND MECHANICAL - FAN COIL UNITS (CHW) EQUIP. ID VOLTS PH.MOCP CIRCUIT FEEDER NOTES FCU-1 120 V 1 15 A CP11-23 3/4" C., 3#12+1#12 GND FCU-2 120 V 1 15 A CP14-23 3/4" C., 3#12+1#12 GND FCU-3 120 V 1 15 A CP17-17 3/4" C., 3#12+1#12 GND MECHANICAL - FAN COIL UNITS (DX) EQUIP. ID VOLTS PH.MOCP MCA CIRCUIT FEEDER DISCONNECT SIZE DISCONNECT TYPE NOTES DXFCU-1(CU)208 V 3 15 A 3 A EW2-7,9,11 3/4"C.,3#12+1#12G 15 A 3R DXFCU-1(FC)208 V 3 15 A 6 A EW2-2,4,6 3/4"C.,3#12+1#12G 15 A 1R MECHANICAL - ROOFTOP EXHAUST FAN SCHEDULE EQUIP. ID VOLTS PH.HP CIRCUIT FEEDER NOTES REF-1 208 V 3 2 N-18,20,22 3/4"C.,3#12+1#12G REF-2 208 V 3 1/2 H-11,13,15 3/4"C.,3#12+1#12G REF-3 120 V 1 1/6 K-28 3/4"C.,2#12+1#12G REF-4 120 V 1 1/6 2A-27 3/4"C.,2#12+1#12G MECHANICAL - SPLIT SYSTEM AIR CONDITIONING UNIT (INDOOR) EQUIP. ID VOLTS PH.FLA CIRCUIT FEEDER NOTES SAC-040 208 V 1 1 A E-1,3 PER MANUFACTURER 5 SAC-245A 208 V 1 1 A EW2-16,18 PER MANUFACTURER 5 SAC-245B 208 V 1 1 A EW2-19,21 PER MANUFACTURER 5 SAC-280A 208 V 1 1 A EE2-2,4 PER MANUFACTURER 5 SAC-280B 208 V 1 1 A EE2-6,8 PER MANUFACTURER 5 MECHANICAL - WALL HUNG HUMIDIFIER EQUIP. ID VOLTS PH.MOCP MCA CIRCUIT FEEDER NOTES H-1 208 V 3 15 A 10 A EW2-8,10,12 3/4" C., 3#12+1#12 GND LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTAGE LUMENS COLOR TEMP.(K)MFGR.CATALOG #NOTES F1 EXIT SIGN WALL OR CEILING 120-277 N/A N/A LITHONIA LQM-S-W-3-G-20/277-EL N F2 2X2 LAY-IN LED TROFFER RECESSED 120-277 4000 4000 LITHONIA 2BLT2-TUWH-PROP-40L-ADSM-MVOLT-N100 F3 2X2 LAY-IN LED FLAT PANEL RECESSED 120-277 4000 4000 LITHONIA EPANL-2X2-4000LM-80CRI-40K-MIN1-NLIGHT-MVOLT F3R 2X2 LED FLAT PANEL W/ GYP. CEILING RECESSED KIT RECESSED 120-277 4000 4000 LITHONIA EPANL-2X2-4000LM-80CRI-40K-MIN1-NLIGHT-MVOLT / DGA 22 F4 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-NPP16D F5 4FT LINEAR WALL FIXTURE WALL 120-277 4000 LITHONIA WL4-30L-MVOLT-EZ1-LP840-N100 F6 HOOP PENDANT 36" DIAMETER SUSPENDED 120 4000 CERCHIO KUZ2213830 F8 1X4 SURFACE FIXTURE SURFACE 120-277 4000 4000 LITHONIA BLWP4-40L-ADP-EZ1-LP840-N100 F9 6" ROUND PENDANT LED DOWNLIGHT, DIMMABLE SURFACE/ SUSPENDED 120 4000 LITHONIA LDN8CYL 40/20 LO6 AR LSS MVOLT EZ10 ACC CBA NPS80EZ F10 2FT LINEAR WALL FIXTURE WALL ABOVE MIRROR 120-277 4000 LITHONIA WL2-22L-EZ1-LP840-N100 F11 4FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 4000 4000 LITHONIA CLX-L48-4000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI-N100 F12 LED TRACK LIGHT SURFACE 120 1500 4000 LSI TRACK: TRK-SC-XX1-120-CBA HEAD: SEE NOTE 8 9 F13 LED PUCK LIGHT SURFACE 120 1000 4000 JUNO JSF-7IN-10LM-40K-90CRI-MVOLT ZT-WH F14 ARCHITECTUAL PENDANT FOSCARINI FOS570261 F15 LED RECESSED LINEAR FIXTURE RECESSED 120-277 5000 4000 FOCAL POINT FSM2L-FL-625LF-40K-1C-UNV-TF-8FT F16 AREA POLE LIGHT, SINGLE-HEAD,POLE (SEE DETAIL) OWNER FURNISHED CONTRACTOR INSTALLED F17 LED TAPE LIGHT IN CHANNEL 120 4000 NOVA FLEX STRIP: NF-COB-1-480-24V -4000K/ CHANNEL:NF-CH-1806-2M F18 HOOP PENDANT 72" DIAMETER SUSPENDED 120 4000 CERCHIO KUZ2213831 F19 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 1500 4000 LITHONIA LDN6-40/10-LO6AR-LSS-MVOLT-NPP16D F20 LED RECESSED LINEAR FIXTURE RECESSED 120-277 5000 4000 FOCAL POINT FSM2L-FL-625LF-40K-1C-UNV-TF-12FT F22 LED RECESSED LINEAR FIXTURE RECESSED 120-277 FOCAL POINT FSM2L-FL-625LF-40K-1C-UNV-TF-2FT F23 SURFACE MOUNTED LOADING DOCK LIGHT SURFACE 3000 4000 KENALL MS15FL-PP-CBA-25L-40K-DV LIGHTING CONTROL (nLIGHT) SYSTEM SCHEDULE TYPE DESCRIPTION MFGR.CATALOG #NOTES CEILING SENSORS nD1 DUAL-TECHNOLOGY, SMALL MOTION, CEILING OCCUPANCY SENSOR W/ AUTO DIMMING CONTROL PHOTOCELL SENSOR SWITCH nCM-PDT-9-RJB-ADCX RELAY PACKS/POWER SUPPLIES & INTERFACE DEVICES nPS80 RELAY POWER PACK SENSOR SWITCH nPS80 2 WALL SWITCHES n1 nLIGHT ON/OFF PUSHBUTTON SENSOR SWITCH nPODM 3 n2D nLIGHT ON/OFF PUSHBUTTON W/DIMMING, 2-CHANNEL SENSOR SWITCH nPODM-2PDX-X 3 nD nLIGHT ON/OFF PUSHBUTTON W/DIMMING SENSOR SWITCH nPODM-DX 3 nDC nLIGHT ON/OFF PUSHBUTTON W/DIMMING, COLOR CORRECTION SENSOR SWITCH nPODM-DX-CCT 3 nO nLIGHT DUAL-TECH OCCUPANCY SENSOR, ON/OFF PUSHBUTTON W/DIMMING SENSOR SWITCH nWSX PDT LV NL 3 LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE TYPE DESCRIPTION MFGR.CATALOG #NOTES APPROVED EQUALS OCC. SENSORS - CEILING (LINE VOLTAGE) CD2 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD SENSOR SWITCH CMR PDT 9 COOPER, WATTSOPPER, HUBBELL POWER SUPPLY PS POWER SUPPLY NOVA FLEX NF-PS-UNV-96W-24 8 1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS. 2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING. 3. SCBA -STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.) 4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT. 5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES. 6. PROVIDE AND INSTALL 120V FACTORY APPROVED DIMMER SWITCH FOR TRACK: ACUITY P/N: SYNERGY ISD 400 ELV 120. 7. PROVIDE ALL COMPONENTS FOR COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO: END FEEDS, CONNECTORS AND ETC. 8. E.C. SHALL PROVIDE AND INSTALL (50) LZ-15-90-40-ZM-CT2-10-120-CBA. LOCATE, AIM, AND FOCUS TO SATISFACTION OF OWNER. 9. REFER TO PLANS FOR TRACK LENGTH AND CONFIGURATION. E.C. SHALL PROVIDE AND INSTALL ALL REQUIRED POWER FEEDS, CORNERS, CONNECTORS ETC. FOR A COMPLETE TRACK SYSTEM. LIGHT FIXTURE SCHEDULE NOTES: • LIGHTING FIXTURES INDICATED IN SCHEDULE ARE BASIS OF DESIGN, ALTERNATE MANUFACTURERS SHALL BE PRE-APPROVED BY ADDENDUM. ALTERNATE MANUFACTURERS SHALL SUBMIT PER-APPROVALS TO ENGINEER A MINIMUM OF 10 DAYS PRIOR TO PROJECT BID DATE. • THE SUFFIX 'E' DENOTES A FIXTURE SUPPLIED WITH AN EMERGENCY TRANSFER DEVICE. PROVIDE A NORMAL POWER SENSING CIRCUIT. CONTROL FIXTURE WITH SURROUNDING FIXTURES. CONNECT TO EXISTING EMERGENCY LIGHTING CIRCUIT IN AREA. CONNECT SUCH THAT FIXTURE WILL ILLUMINATE UPON NORMAL POWER FAILURE. • THE SUFFIX 'NL' DENOTES A FIXTURE TO BE CONNECT TO EMERGENCY CIRCUIT IN AREA. LIGHT TO BE UNCONTROLLED AND ON CONTINUALLY GENERAL LIGHTING SCHEDULE NOTES: 1. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN DEVICE AND LIGHT FIXTURE(S) FOR DIMMING AS INDICATED ON DWGS. 2. ROUTE ASSOCIATED ROOM LTG CIRCUIT THROUGH RELAY FOR CONTROL, PROVDE 0-10V DIMMING AND LOW VOLTAGE CONNECTIONS AS INDICATED ON DRAWINGS AND DETAILS. 3. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 4. MOUNT DEVICE TO BOTTOM OF STRUCTURE. nLIGHT LIGHTING CONTROL SCHEDULE NOTES: nLIGHT LIGHTING CONTROL SCHEDULE GENERAL NOTES: • E.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL LIGHTING CONTROL COMMISSIONING/PROGRAMMING OF ALL nLIGHT COMPONENTS. THE COMMISSIONING/PROGRAMMING SHALL BE DONE BY A nLIGHT CERTIFIED TECHNICIAN. • E.C. SHALL NOTIFY OWNER 1-WEEK PRIOR TO COMMISSIONING/PROGRAMMING OF THE SYSTEM SO THAT THE OWNER CAN PROVIDE REPRESENTATIVES DURING THE COMMISSIONING/PROGRAMMING PERIOD. 1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES. 2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS. 4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES. 5. PROVIDE 0-10V DIMMING CONDUCTORS (GRAY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL. 6. PROGRAM ON/OFF TIMES OF RELAY'S AS DIRECTED BY OWNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW. 7. CUSTOM WALL STATION ENGRAVINGS IS REQUIRED FOR WALL STATION(S) AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER PROGRAMING OF SYSTEM. 8. PROVIDE WITH ALL REQUIRED ACCESSORIES AND COMPONENTS FOR A COMPLETE AND OPERABLE SYSTEM CONTROL & OCCUPANCY SENSOR SCHEDULE NOTES: • E.C. SHALL BE RESPONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET- POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON. • LIGHTING IS SPACES WITH WIRELESS CONTROLS SHALL BE FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFACTORY TO THE OWNER DURING PROGRAMMING AND COMMISSIONING OF THE WIRELESS CONTROL SYSTEM. GENERAL LIGHTING CONTROL NOTES: 1. CIRCUIT AND CONTROL EXHAUST FAN WITH ROOM LIGHTING CIRCUIT. 2. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT; SWITCH RATING SHALL NOT BE LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT. 3. E.C. SHALL PROVIDE LOCAL DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED IN SCHEDULE. IF FUSED DISCONNECT IS SPECIFIED FOR EQUIPMENT, FUSE PER EQUIPMENT NAMEPLATE RATING. 4. EQUIPMENT IS FACTORY SUPPLYED WITH DISCONNECT AND CONVIENENCE OUTLET; E.C. SHALL PROVIDE ALL NECESSARY CONNECTIONS. 5. INDOOR UNIT IS POWERED FROM OUTDOOR UNIT; COORDINATE EXACT NUMBER OF CONDUCTORS BETWEEN UNITS WITH M.C. PRIOR TO ROUGH-IN. 6. PROVIDE 1/2" CONDUIT AND CONDUCTORS BETWEEN FURNACE AND CORRESPONDING OUTDOOR CONDENSING UNIT. COORDINATE SIZE AND NUMBER OF CONDUCTORS WITH M.C. PRIOR TO ROUGH-IN. PROVIDE CONNECTION BETWEEN FURNACE AND ASSOCIATED OUTSIDE AIR MOTORIZED DAMPER, COORDINATE WITH M.C. 7. E.C. SHALL PROVIDE COMBINATION STARTER/DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED IN SCHEDULE. PROVIDE WITH CONTROL XFMR (2) SETS OF NO/NC CONTACTS, CONTROLS WITH M.C. PRIOR TO ROUGH-IN. FUSE DISCONNECT PER EQUIPMENT NAMEPLATE RATING. MECHANICAL SCHEDULE NOTES: MECHANICAL - SPLIT SYSTEM AIR CONDITIONING UNIT (OUTDOOR) EQUIP. ID VOLTS PH.MOCP MCA CIRCUIT FEEDER NOTES SCU-040 208 V 1 42 A 26 A E-1,3 3/4" c., 3#8+1#10 GND SCU-245A 208 V 1 42 A 26 A EW2-16,18 3/4" c., 3#8+1#10 GND SCU-245B 208 V 1 42 A 26 A EW2-19,21 3/4" c., 3#8+1#10 GND SCU-280A 208 V 1 42 A 26 A EE2-2,4 3/4" c., 3#8+1#10 GND SCU-280B 208 V 1 42 A 26 A EE2-6,8 3/4" c., 3#8+1#10 GND MECHANICAL - FAN COIL CIRCULATING PUMP EQUIP. ID VOLTS PH.HP Panel FEEDER NOTES FCP-1 120 V 1 1/2 P 3/4"C.,2#12+1#12G REF.REF. DDD D D D G J E C 2 3 4 5 6 TIER 2 [016] OFFICE [010] OFFICE [026A] OFFICE [011] BREAK ROOM [013] 'O' 'EMW''EME' 'ATS W EST''ATS EAST' 'MC' SHORT TERM STORAGE [028] OFFICE [012] TECH ROOM [024] STUDENTS [026F] OFFICE [026C] OPS [022] MECH ROOM [030] STAIR [0-E] STORAGE [032] MECH CHASE [O-F] STAIR [0-E]ELEV [0-J] ELECTRICAL [038] CUSTODIAL [036] MECH CHASE [034] BDF [040] CUSTODIAL STORAGE [042] STORAGE [044] OFFICE [018] OFFICE [020] QA [022A] MEN'S RR [015] WOMEN'S RR [014] IMAGING AND STORAGE [009] OFFICE [026B] OFFICE [026D]OFFICE [026E] 'E' 'RA' 'NAC' E-5 E-2 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EF100 FIRE ALARM PLAN LEVEL 0 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: SCALE: 1/8" = 1'-0"1 LEVEL 0 FIRE ALARM PLAN 16'8'0" NORTH REF. P SD SD SD SD SD SD 1 G J L M N P Q E C 2 3 4 5 61.5 CHECK-IN [112] OFFICE [129] OFFICE [130] OFFICE [131] STUDY (MED) [132] OFFICE [136] RECEPTION [134] OFFICE [138] CONFERENCE ROOM [140] BREAKROOM [142] STUDY (SM) [128] STUDY (MED) [124] STUDY (MED) [125] STUDY (SM) [126] STUDY (SM) [127] OPEN STUDY [122A] HD BOOK COLLECTION [122] OPEN STUDY [120A] VESTIBULE [1-F] CIRCULATION RECEPTION [110] OFFICE [108] INTER LIBRARY LOAN WORKSPACE [114] FAMILY RR [144] OPEN STUDY [122C] OPEN STUDY [122B] OPEN STUDY [118] MENS [146] WOMENS [148] JANITORS OFFICE [147] 'EW 3' OFFICE [106] 'CP9' 'CP10' '1LB' 'CP11' OFFICE [104] OFFICE [114A] STAIR [1-H] STAIR [1-B] VESTIBULE [1-A] STAIR [1-D] HALLWAY [1-C] MECH CHASE [1-K] RESERVE MEDIA [116] ELEC ROOM [102] 'LLC' 'RA' 'NAC' EW3-6EW3-4 1 1 CP14-20 CP9-20 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EF101 FIRE ALARM PLAN LEVEL 1 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 E.C. SHALL PROVIDE AND INSTALL 120V., ALL REQUIRED MONITOR RELAY MODULES AND ALL CONTROL CONNECTIONS TO INTERFACE SMOKE DAMPERS WITH FIRE ALARM SYSTEM. REFER TO MECH DRAWINGS FOR EXACT LOCATION. CIRCUIT AS INDICATED. 16'8'0" NORTH SCALE: 1/8" = 1'-0"1 LEVEL 1 FIRE ALARM PLAN AREA A KEY PLAN A B REF. ID ID IDID PCM RMTSFS P P 16151413121110987 K H F D B A STORAGE [170C] STUDY [170B] STUDY [170A] CLASSROOM [168]CLASSROOM [166] ADJUNCT OFFICE [180] OFFICE [181]OFFICE [182] OFFICE [183] OFFICE [184] OFFICE [185] OFFICE [186] CONFERENCE ROOM [158] CONFERENCE [188B] COLLABORATIVE SPACE [188] CLASSROOM [162] CLASSROOM [164] OFFICE [190B] OFFICE [190A] TRAINING AREA [190] OFFICE [192B] SMALL MEETING [192A] OFFICE [160A] OFFICE [160B] TUTORING ADMIN OPEN AREA [160] OFFICE [156F] PRACTICE [156E] WORKSPACE [156] STORAGE [156D] DROP IN MATH LAB [170] WORKSTATIONS/ FLEX SPACE [192] CLASSROOM [172] STUDENT PREP [174] STUDY [178] STUDY [179] MATH LAB RECEPTION [175] I.T. HELP DESK [176] OFFICE [188A] '1A' '1LA' 'CP1' 'CP2' 'CP3' 'CP4' 'CC' 'EE''1P' STORAGE [190C] STORAGE [192C] PRACTICE [156C] PRACTICE [156B] PRACTICE [156A] VESTIBULE [1-U] ELECTRICAL [173] VESTIBULE [1-Z] MECH [08] ELEV EQUIP [08A] ELEV [1-T] MEN'S RESTROOM [154] WOMEN'S RESTROOM [152] 'M (EAST)' 1 2 EE-6 EE-7 'NAC''RA' 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EF102 FIRE ALARM PLAN LEVEL 1 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 DUCT-SMOKE DETECTOR PROVIDED AND CONNECT BY ELECTRICAL CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR. DETECTOR SHALL BE CONNECTED TO FIRE ALARM SYSTEM AND SHALL SHUT-DOWN ASSOCIATED HVAC UNIT UPON ACTIVATION. ELECT. CONTRACTOR SHALL ALSO PROVIDE AND INSTALL REMOTE TEST SWITCH, INSTALL FLUSH IN CEILING NEAR LOCATION OF DUCT-SMOKE DETECTOR. 2 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES; VERIFY EXACT NUMBER OF SWITCHES WITH FIRE SPRINKLER CONTRACTOR. 16'8'0" NORTH SCALE: 1/8" = 1'-0"1 LEVEL 1 FIRE ALARM PLAN AREA B KEY PLAN A B P SD SD SD SD SD SD 1 G J L M N P Q E C 2 3 4 5 61.5 ELECTRICAL ROOM [242] TECH SERVICES [238] SHEET MUSIC [236] LARGE COMPUTER CLASSROOM [234] OPEN COMPUTERS [240] OPEN STUDY [53] PRESS ROOM [226] SPECIAL COLLECTIONS [228] VAULT [228E] ARCHIVE [228D] INSTRUCTION 2 [224] INSTRUCTION 1 [222] DCAM [228B] OFFICE [228A] SCANNER [228C] OFFICE [232] STUDY (MED) [216] STUDY (MED) [214] STUDY (MED) [218] OFFICE [230] OFFICE [202] STUDY (SM) [212] STUDY (SM) [210]STUDY (SM) [208] OFFICE [200] OPEN STUDY [220] 'CP12' 'G' 'F1' 'F' 'UPS' 'EW2' 'CP14' '2LB' '2W A' 'CP13' 'D' TECH SERV STORAGE [2-E] STUDY (SM) [204] JANITOR'S OFFICE [241] MECHANICAL [2-D] I.T. [245] MEN'S RESTROOM [247] WOMEN'S RESTROOM [248] STAIR [2-G] ELEV [2-H] MECH CHASE [2-J] STAIR [2-A] STAIR [2-B] MOTHERS [243] FAMILY RR [244] STUDY (MED) [206] EW2-13 EW2-15 'RA''NAC' 1 1 CP14-20 CP9-20 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EF103 FIRE ALARM PLAN LEVEL 2 AREA A 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 E.C. SHALL PROVIDE AND INSTALL 120V., ALL REQUIRED MONITOR RELAY MODULES AND ALL CONTROL CONNECTIONS TO INTERFACE SMOKE DAMPERS WITH FIRE ALARM SYSTEM. REFER TO MECH DRAWINGS FOR EXACT LOCATION. CIRCUIT AS INDICATED. 16'8'0" NORTH SCALE: 1/8" = 1'-0"1 LEVEL 2 FIRE ALARM PLAN AREA A KEY PLAN A B REF. REF. P H P 16151413121110987 K H F D B A CLASSROOM [272] OFFICE [288B] ENGLISH TRANSITION CENTER [288] OPEN TUTORING [254] STUDY SKILLS [252] WRITING CENTER OPEN TUTORING [256] STUDY [269] STUDY [268] STUDY [267] STUDY [266] OFFICE [265] OFFICE [264] STORAGE [270J] STUDY [270H] PREP / STORAGE [270B] CLASSROOM [258] CLASSROOM [260] PREP / STORAGE [256A] OFFICE [256B] OFFICE [256C] OPEN TUTORING CENTER [270] ADJUNCT OFFICE [286]TR / COMM. [280] CLASSROOM [278] PRE-FUNCTION [270C] PRE-FUNCTION [270D] PRE-FUNCTION [270E] RECEPTION [270A] PREFUNCTION [270F] 'CP8' 'CP6' 'CP5' '2LA' '2B' '2A' 'EE2' 'UPS1' STUDY [270G] STORAGE [252F] PREP / STORAGE [252G] STUDY [252B] STUDY [252A] ELEV [2-R] STUDY [252C] OFFICE [252D] OFFICE [288C] STUDY [288D] STUDY [288E] STUDY [288F]STUDY [288G] STORAGE [288H] STUDY [288A] 'FACP' 'RA''NAC' EE2-3 EE2-5 EE2-1 1 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EF104 FIRE ALARM PLAN LEVEL 2 AREA B 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 E.C. SHALL PROVIDE AND INSTALL 4-STRAND SINGLE-MODE FIBER FROM 'FACP' IT ROOM AND PROVIDE ALL REQUIRED TERMINATIONS. INSTALL FIBER IN INNER-DUCT AND CONDUIT. FIELD COORDINATE ROUTING. 16'8'0" NORTH SCALE: 1/8" = 1'-0"1 LEVEL 2 FIRE ALARM PLAN AREA B KEY PLAN A B H P P P SD SD SD SD SD SD 1 G J L M N P Q E C 2 3 4 5 61.5 STUDY (SM) [332] STUDY (SM) [336] STUDY (SM) [314] STUDY (SM) [316] ELEC [364] STUDY (SM) [320] STUDY (SM) [338] STUDY (SM) [318] ELECTRICAL [324B] STUDY (SM) [334] OFFICE [310] OFFICE [312] JUVENILE [300] STORAGE [306] STUDY (MED) [304] STUDY (MED) [302] KIDS PLAY [344C] MOTHERS ROOM [344A] RESTROOM [344B] FAMILY STUDY [344] ( QUIET ) OPEN STUDY [342] OPEN STUDY [362] Bridge Connection [-] BRIDGE CONNECTION [3-A] STAIR 1 [3-B] MENS [368] WOMENS [366] TEST RM [378] STUDY (SM) [330] Janitors Closet [376] OFFICE [322] MAC EQUIP [324A] STUDY (LG) [328] STUDY (LG) [326] MAC LAB [324] TEST RM [374] STUDY (SM) [340] 'CP16' 'CP15' '3W B' 'K' '3LA' '3W A' 'CP17' 'CP18''N' 'H' ELECTRICAL [308] STORAGE [352] TEST RM [382] TEST RM [380] TEST RM [372] TEST RM [370] TEST RM [360]TEST RM [358]TEST RM [356] TEST RM [350] TEST RM [348]TEST RM [346] MECH CHASE [3-E] MECH [3-D] 'NAC''RA'EW2-17 EW2-14 1 1 CP14-20 CP9-20 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet: title: revisions : p r o j e c t # : d a t e : UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC. project: E D C B A E D C B A 1 2 3 4 5 6 1 2 3 4 5 6 P.E. #:2259 10-28-2022 EF105 FIRE ALARM PLAN LEVEL 3 21.0780 10/28/2022 BRIGHAM YOUNG UNIVERSITY - IDAHO 294 S 1st E, Rexburg, ID 83460 MCK Library Remodel BID SET A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 E.C. SHALL PROVIDE AND INSTALL 120V., ALL REQUIRED MONITOR RELAY MODULES AND ALL CONTROL CONNECTIONS TO INTERFACE SMOKE DAMPERS WITH FIRE ALARM SYSTEM. REFER TO MECH DRAWINGS FOR EXACT LOCATION. CIRCUIT AS INDICATED. SCALE: 1/8" = 1'-0"1 LEVEL 3 FIRE ALARM PLAN NORTH 16'8'0"