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Home My WebLink AboutPLANS APPROVED - 20-00866 - BYUI Engineering Technology Center (ETC) - RemodelAuthor Name Author Email Author Phone No.: Bret Stoddard brets@rexburg.org 208-372-2171 Ted Dye tedd@rexburg.org 208-372-2172 Don Allen Don.Allen@rexburg.org 208-372-2174 Description : BYUI Engineering Technology Center (ETC) - Remodel Address : 538 S 2nd E Record Type : Commercial - Remodel Document Filename : BYUI ETC - 100% CDs - 10.27.20.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 20-00866 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 # : 12005 GI001 Cover Sheet 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents BYUI Engineering Technology Center (ETC) 100% construction documents - october 27, 2020 structural engineer tbse structural engineers 233 north 1250 west #201 centerville, ut 84014 (801) 698-1806 contact: donald barfuss owner byu-idaho 525 s center st. rexburg, id 83460 (208) 569-2623 contact: neihlee muir architect method studio 360 w aspen ave salt lake city, ut 84101 (801) 532-4422 contact: scott smith civil engineer the dyer group 343 e 4th north, ste 108 rexburg, id 83440 (208) 390-9700 contact: winston dyer mechanical engineer engineered systems associates 1335 e. center street pocatello, id 83201 (208) 233-0501 contact: dwayne sudweeks electrical engineer payne engineering 1823 e. center pocatello, id 83201 (208) 232-4439 contact: todd payne ARCHITECTURAL SYMBOLS 1 REVISION CLOUD CLOUDED AREA DELTA MARKER AE101.a A1 WINDOW/CURTAIN WALL TAG DOOR TAG S3x NORTH ARROW ROOM TAG ROOM NAME ROOM NUMBER ? DETAIL CALLOUT VIEW ON SHEET SHEET NUMBER VIEW TITLE VIEW NAME DRAWING SCALE VIEW ON SHEET SHEET NUMBER INTERIOR/EXTERIOR ELEVATION VIEW ON SHEET SHEET NUMBER A1 AE101 SIM BUILDING SECTION VIEW ON SHEET SHEET NUMBER A1 AE101 SIM AE101.a A1 DETAIL VIEW ON SHEET SHEET NUMBER WALL TAG Name Elevation LEVEL DATUM LEVEL NAME LEVEL ELEVATION KEYNOTE TAG A B 1 2 GRID REFERENCE MARK A1 STARTS AT LOWER LEFT CORNER (NATIONAL CAD STANDARD); NUMBERS ARE VERTICAL GRIDS (READ LEFT TO RIGHT) LETTERS ARE HORIZONTAL GRIDS (BOTTOM TO TOP) LETTERS "I" AND "O" ARE EXCLUDED FROM GRID NAMING CONVENTION AE101a SHEET NUMBERING SYSTEM DISCIPLINE SHEET TYPE SHEET NUMBER SEQUENCE (CONSULTING ENGINEERS TO FOLLOW SAME) (SEE RESPECTIVE DISCIPLINES FOR SYMBOLS NOT DEFINED HERE) A1 AE101 SIM C1 10' - 0"CEILING TAG CEILING TYPE CEILING HEIGHT VIEW NUMBER A1 AE101 SIM WALL SECTION VIEW ON SHEET SHEET NUMBER BUILDING SECTION -PARTIAL 000x A1 View Name 1/8" = 1'-0" CURTAIN PANEL TAGA AE101 1 Ref 1 Ref1 Ref 1 RefSHEET NUMBER (AREA PLANS) R1 F1 FLOOR TAG ROOF TAG DEPTH HEIGHT WIDTH AWS STANDARD CASEWORK TYPE w/ MODIFICATION DENOTED BY "M"REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES. SEE SHEET SERIES AE900 FOR CASEWORK DETAILS.MODIFIER CASEWORK TAG XX FINISH SYMBOL MATERIAL TYPE MATERIAL TRANSITION 01.01 STRUCTURE TYPE SIZE OF STRUCTURAL LAYER (INCHES) CONFIGURATION SEE WALL TYPE SHEET (AE500 SERIES) FOR A COMPLETE LIST OF WALL TYPES CSI DIVISION (00-49) [DOT SEPARATOR) KEYNOTE # 101M AREA (SF) (CODE PLANS) OCCUPANT LOAD (CODE PLANS) SPOT ELEVATION SF01 EARTH (existing) 02 SITE CONSTRUCTION EARTH (backfill) DRAINAGE FILL CONCRETE - CAST-IN-PLACE 03 CONCRETE CONCRETE - PRECAST BRICK 04 MASONRY CONCRETE MASONRY UNITS STEEL 05 METALS ALUMINUM 06 WOODS AND PLASTICS CONTINUOUS WOOD INTERMITTENT WOOD/BLOCKING SHEATHING FINISH WOOD HARDBOARD PARTICLE BOARD 07 THERMAL & MOISTURE PROTECTION BATT INSULATION LOOSE FILL INSULATION RIGID INSULATION 09 FINISHES GYPSUM BOARD MATERIAL LEGEND COMPACTED FILL FIRE SPRAY GROUT 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, ELECTICAL AND UTILITY SYSTEMS AND MAJOR ARCHITECTURAL ELEMENTS OF CONSTRUCTION AS "SCOPE" DOCUMENTS. 21. 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. OWNER WILL PROVIDE ANY NEEDED STUDY AND REMOVAL OF ASBESTOUS PRIOR TO CONSTRUCTION. 23. OWNER WILL REMOVE ALL FURNITURE, SHELVING AND EQUIPMENT PRIOR TO CONSTRUCTION. MISCELLANEOUS GENERAL NOTES •FIRE SPRINKLER SYSTEM PLANS •FIRE ALARM PLANS DEFERRED ITEMS 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 # : 12005 GI002 General Information 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents ABBREVIATION SCHEDULE IE INVERT ELEVATION INSUL INSULATION INT INTERIOR INTX INTERSECTION INV INVERT J JB JUNCTION BOX JCT JUNCTION JST JOIST JT JOINT 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 ABBREVIATION SCHEDULE 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 AL ALUMINUM ALT ALTERNATE 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 DRAWING INDEX GENERAL GI001 Cover Sheet GI002 General Information GI003 ADA Building Blocks GI004 Signage and Blocking Details GI101 Code Analysis & Code Plan Level 01 GI102 Code Plan Mezzanine Level GI103 Phasing Plan GI110 UL Listings CIVIL -------------- CIVIL DRAWIINGS WILL BE SUBMITTED NOVEMBER 6, 2020 -------------- ARCHITECTURAL DEMOLITION AD100 Site Demolition Plan AD101 Demolition Plan - Level 1 AD102 Demolition Plan - Mezzanine AD131 Reflected Ceiling Demolition Plan - Level 1 AD132 Reflected Ceiling Demolition Plan - Mezzanine AD141 Roof Demolition Plan ARCHITECTURAL SITE AS101 Architectural Site Plan ARCHITECTURAL AE111 Slab Edge Plan AE312 Wall Sections AE401 Enlarged Plans & Interior Elevations AE411 Stair Plans & Sections AE423 Interior Elevations AE424 Interior Elevation AE431 Enlarged Ceiling Plans AE511 Wall Section Details AE522 General Construction Details AE531 Door & Window Details AE571 Interior Details AE572 Interior Details AE901 Casework Details AE100 Floor Plan - Level 00 & Tunnels AE101 Floor Plan - Level 1 AE102 Floor Plan - Mezzanine AE121 Wall Type and Dim Plan - Level 1 AE122 Wall Type and Dim Plan - Mezzanine AE131 Reflected Ceiling Plan - Level 1 AE132 Reflected Ceiling Plan - Mezzanine AE141 Roof Plan AE201 Exterior Elevations AE301 Building Sections AE311 Wall Sections AE421 Interior Elevations AE422 Interior Elevations AE501 Wall Types & Horizontal Assemblies AE521 General Construction Details AE601 Door Schedule/ Types & Window Types ARCHITECTURAL FINISHES AF101 Finish Plan - Level 1 AF102 Finish Plan - Mezzanine AF601 Finish, Accessory, Appliance, & Transition Schedule ARCHITECTURAL INTERIORS AI101a Interior Furnishings & Equipment AI101b Interior Furnishings & Equipment MECHANICAL M101 MECHANICAL FLOOR PLAN M102 MEZZANINE MECHANICAL FLOOR PLAN M201 MECHANICAL SECTIONS M301 MECHANICAL DETAILS M302 MECHANICAL SCHEDULES MD100 MECHANICAL DEMOLITION PLAN PLUMBING P100 FOUNDATION MECHANICAL AND PLUMBING PLAN P101 PLUMBING FLOOR PLAN P201 LARGE SCALE PUMBING PLANS P301 PLUMBING DETAILS P302 PLUMBING DETAILS AND SCHEDULES PD100 PLUMBING DEMOLITION PLAN ELECTRICAL EG000 Electrical Symbols, Details & Site Plan ED101 Level 1 - Existing Electrical Plan ED102 Level 2 & Roof - Existing Electrical Plan ED131 Level 1 - Existing Lighting Plan ED132 Level 2 - Existing Lighting Plan EE101a Level 1 - Power/Data Plan - Area 'A' EE101b Level 1 - Power/Data Plan - Area 'B' EE102 Level 2 & Roof - Electrical Plan EE131 Level 1 - Lighting Plan EE132 Level 2 - Lighting Plan EF101 Level 1 - Fire Alarm Plan EE601 Power Riser Diagrams & Schedules EE602 Electrical Schedules EE603 Electrical Details SE-001 GENERAL NOTES SE-002 SCHEDULES CONCRETE/STEEL SE-003 SCHEDULES MASONRY SE-004 BEARING STUD WALL SCHEDULES SE-101 FOUNDATION PLAN SE-111 LOW ROOF FRAMING PLAN SE-121 HIGH ROOF FRAMING PLAN SE-501 FOUNDATION DETAILS SE-511 FRAMING DETAILS SE-521 FRAMING DETAILS STRUCTURAL 60" MIN Circular T-Shaped 60" MIN 36" MIN60" MIN12" MIN 36" MIN 12" MIN24" MINSize of Clear Floor Space30" MIN48" MIN Forward 30" MIN48" MIN30" MIN48" MIN Parallel Forward Approach 36" MINx > 24"x > 15"60" MIN Parallel Approach POSITION OF CLEAR FLOOR SPACE MANEUVERING CLEARANCE IN AN ALCOVE UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH15 MIN38048 MAX122048 MAX122044 MAX1120>20-25 MAX 510-635 20 MAX 510 (a)(b) 10 MAX 255 122048 MAX15 MIN38010 MAX 255 122048 MAX34 MAX86534 MAX86546 MAX1170> 10-24 MAX 255-610 (a)(b) 16"- 18"56" MIN60" MIN 30" MIN 48" MINSIZE OF CLEARANCE FOR WATER CLOSET AMBULATORY ACCESSIBLE WATER CLOSET 60" MIN 42" MIN36" MIN17"-19"12" MAX 42" 54" MIN 39" MIN TYPICAL WATER CLOSET 60" MIN36" MIN32" MINSIZE OF CLEARANCE FOR WATER CLOSET 60" MIN42" MIN60" MIN (1) Req'd when 6 or more stalls are provided 12"42" MIN 39" -41"12" MIN24" MIN42" MIN60" MIN 12"42" MIN 39" -41"12" MIN24" MIN4" MAX60" MIN4" MAXoption 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 12" MAX 42" 39" -41" 54" MIN 18" MIN39" -41"33"- 36"36"33"- 36"24" MIN 12" MIN 17" -19"604.10.411" - 17" @children's facilitiesNOTE: FLUSH CONTRILS SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET DRINKING FOUNTAIN SPOUT LOCATION 3 1/2" MAX Forward Approach Parallel Approach 5" MAX 15" MIN Below Grab Bar 18" MIN1 1/2" MINCL 7" -9"12" MINCL 7" -9" Above Grab Bar 48" MAX604.10.714"-19" Children'sFigure 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 LOCKER CONTROLS15" MIN - 48" MAXTO TOP OF ACCESSIBLE4' - 0" MAX.ACCESSIBLE LOCKER FIRE CABINET CL CUPS ELEC. HAND DRYER COAT HOOKS TOP LOCKER SHELF: 46" MAX. AFF BOT. LOCKER SHELF: 15" MIN. AFF NON ACCESSIBLE LOCKER4' - 0" MAX.3' - 4" MAX.3' - 2"MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER 15" MIN.2' - 0"4' - 0" MAX2' - 6"TOILET PAPER HOLDER SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER 2' - 3"BABY CHANGING STATION 4' - 0" MAX.SANITARY SEAT NAPKIN DISPENSER WASTE RECEPTACLETOP OF OPENING4' - 0" MAX. TOH.C.1' - 5" MAX. STD.1' - 5" - 24"12" MAX.18" MIN 34" max15" MIN URINAL URINAL SCREEN WHERE OCCURS LAVATORY OR VANITY SINK 27" minMIN.ACCESSIBLE SINK BOWL 6 1/2" DEEP COUNTER WHERE OCCURS PUSH SPOUT FRONT VIEW SIDE VIEWSTAND'G PERSONSSPOUT HT. 38" - 43"PUSH 9" MIN.2' - 3" MIN.2' - 3" MIN.MIN 1' - 5" 7 117/128" MIN. 10 117/128" MIN.MIN.9 1/256"17" BOTTLE FILLING STATION NOTE: HOT WATER AND DRAIN PIPES MUST BE CONFIGURED TO PROTECT AGAINST CONTACT. PROVIDE HEAT SHEILDS AND OR ISOLATION WRAP IN EXPOSED AREAS.60" MIN.WHEELCHAIR ACCESS. SPOUT HT. 36" MAX2' - 6" MIN2' - 6" MINCL SIDE WALL CL BACK WALL 5' - 0" MIN CLSIDE WALL 5' - 0" MIN 3" MAX2 1/2" MAX1 1/2" MAXRECTANGULAR SHOWER COMPARTMENT SEAT STANDARD ROLL-IN SHOWER COMPARTMENT SIZE AND CLEARANCE GRAB BAR IN STANDARD ROLL-IN SHOWERS 6" MAX 48" MAX 6" MAXEND WALL END WALL ROLL-IN SHOWER CONTROLS AND HANDSHOWER LOCATION (SHADED AREA)CONTROLS3' - 2" MIN TO B.O.CONTROLS4' - 0" MAX TO T.O.2' - 3" MAX BACK WALL 1' - 7"GRAB BAR SHALL NOT EXTEND OVER SEAT FOLD DOWN OR REMOVABLE SEAT FOLD DOWN OR REMOVABLE SHOWER SEAT 16" MIN NO GRAB BARS ABOVE SHOWER SEAT 1' - 4" 48" MIN 36" MIN36"CL CONTROL WALL CL BACK WALL 36" MIN CL SEAT WALL TRANSFER SHOWER COMPARTMENT SIZE AND CLEARANCE 22"- 23"14"- 15"1 1/2" MAX15"- 16" 2 1/2" MAX 3" MAXL-SHAPED SHOWER COMPARTMENT SEAT 4" MAX CONTROLS 38" MIN TO B.O.CONTROLS48" MAX TO T.O. OUTSIDE OF CONTROLS 15" MAX TOWARD SHOWER OPENING TO CL CONTROL WALL SHOWER CONTROLS AND HANDSHOWER LOCATION 33" MIN - 36" MAX NOTE: CONTROL WALL ALWAYS TO BE OPPOSITE OF SEAT WALL18" MIN3" MIN TO 6" MAX BETWEEN HORIZONTAL AND VERTICAL GRAB BARS48" MINPARALLEL APPROACH ADA PUSH PLATE ACTUATOR 48" MINFORWARD APPROACH ADA PUSH PLATE ACTUATOR 30" MIN30" MIN PUSH TO OPEN 4' - 0" MAXELEVATION 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 # : 12005 GI003 ADA Building Blocks 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 3/8" = 1'-0"E6 Turning Space (ANSI 304) 3/8" = 1'-0"B6 Clear Floor Space (ANSI 305) 3/8" = 1'-0"B3 Reach Ranges (ANSI 308) 3/8" = 1'-0"A2 Restroom Stall Layout (ANSI 604) 3/8" = 1'-0"A1 Grab Bar Placement (ANSI 604) 3/8" = 1'-0"B1 Drinking Fountain (ANSI 602) 3/8" = 1'-0"B2 Dispenser Location (ANSI 604) 3/8" = 1'-0"C4 Wheelchair Accessible Compartment Toe Clearance (ANSI 604) 3/8" = 1'-0"C3 Miscellaneous Mounting Heights 3/8" = 1'-0"D1 Typical Toilet Accessories Mounting Height 3/8" = 1'-0"C1 Plumbing Fixtures 3/8" = 1'-0"E3 ADA Roll-In Shower (ANSI 608) 3/8" = 1'-0"D4 ADA Transfer Shower (ANSI 608) 1/2" = 1'-0"E1 Electronic Access Mounting Heights 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 TYPE A.1 TYPE A.2 TYPE A.3 TYPE B TYPE C 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. TYPE D - EXTERIOR DOOR SIGNAGE ROOM NAME 315 SANDBLASTED, CLEAR ANODIZED ALUMINUM PANEL 3/4" HIGH LETTERING, RAISED 1/32", TYP. TYPE E TYPE F TYPE G UNISEX TYPE A.4 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" HIGH1'-0" WIDE8 1/2"6"2 1/2" 6" 6" WIDE 7" HIGH1'-0" WIDE 8 1/2" HIGHSIGN 60" MAX48" MINACTIVE 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 BRAILLE AREA, TYP 2"OR AS REQ'D 8" ± NOTE: -ROOM SIGNAGE AND WAYFINDING BY OWNER -CHARACTER SIZE AND BRAILLE LOCATION PER ANSI A117.1, CH. 7 EXIT SIGN 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 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"11' - 0"1 2 3 4 5 6 7 8 9 10 11 TYP.3/8"1' - 0" 9 1/2"TYP.1 1/2"BLACK VINYL DIRECTLY ADHERED TO WALL ALIGN EDGE OF SIGNAGE W/ EDGE OF WALL FONT: ARAL 5' - 7 1/2"9"8"9"6"5 1/2"3' - 6" 2' - 0 1/2"5 1/2"3' - 2" 3/4" ACRYLIC PAINTED W/ PNT-03; RE: FINISH SCHEDULE. SEE INTERIOR ELEVATIONS FOR LOCATIONS DIRECTLY ADHERED TO WALL TYP. 1/2" FONT: ARIAL BOLD & ARIAL OUTLINED ALIGN WITH EDGE OF MILWORK7' - 8"8" 3/4" ACRYLIC PAINTED W/ PNT-03; RE: FINISH SCHEDULE. SEE INTERIOR ELEVATIONS FOR LOCATIONS. DIRECTLY ADHERED TO WALL 4"FONT: ARIAL BOLD 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 # : 12005 GI004 Signage and Blocking Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 3/4" = 1'-0"D5 Student Collaboration Signage Detail 3/4" = 1'-0"D2 Student Collaboration Signage Detail 2 3/4" = 1'-0"D4 Student Collaboration Signage - Student Work * *NOTE: ALL ROOM AND WAYFINIDING SIGNAGE IS BY OWNER. PROVIDE AND APPROVE BRANDING SIGNAGE TO OWNER (UNIVERSITY COMMUNICATIONS) AND ARCHITECT PRIOR TO PURCHASING AND INSULATION * *NOTE: ALL ROOM AND WAYFINIDING SIGNAGE IS BY OWNER. PROVIDE AND APPROVE BRANDING SIGNAGE TO OWNER (UNIVERSITY COMMUNICATIONS) AND ARCHITECT PRIOR TO PURCHASING AND INSULATION * *NOTE: ALL ROOM AND WAYFINIDING SIGNAGE IS BY OWNER. PROVIDE AND APPROVE BRANDING SIGNAGE TO OWNER (UNIVERSITY COMMUNICATIONS) AND ARCHITECT PRIOR TO PURCHASING AND INSULATION UP UP UP REF.REF.CODE ANALYSIS APPLICABLE CODES International Building Code: International Mechanical Code: International Plumbing Code: International Fire Code: International Energy: Conservation Code National Electrical Code: Uniform Code for Building: Conservation ADA Accessibility Guidelines: A.Occupancy and Group: Change in Use:YES NO Mixed Occupancy: YES NO Special Use and Occupancy (i.e. High Rise, Covered Mall): B.Seismic Design Category:Design Wind Speed: C.Type of Construction (circle one): D.Fire Resistance Rating -Requirements for the Exterior Walls based on the fire separation distance (in hours): North: East: South: West: E.Mixed Occupancies:Non-separated Uses: F.Sprinklers: Required:Provided:Type of Sprinkler System: G.Number of Stories:Building Height: H.Actual Area per Floor (square feet): J.Tabular Area: K.Area Modifications - a)Single Occupancy (multistory buildings): Aa = [At + (NS x If)] x Sa If = [F/P -0.25] W/30 b)Mixed Occupancy (multistory buildings): Aa = [At + (NS x If)]If = [F/P -0.25] W/30 c)Sum of the Ratio Calculation for Mixed Occupancies Actual Area/Allowable Area ≤1 d)Total Allowable Area for: 1)One Story: 2)Two Story: Aa(2) 2)Three Story: Aa(3) e)Unlimited Area Building -No Code Section: L.Fire Resistance Rating Requirements for Building Elements (hours) - M.Design Occupant Load: Exit Width Required: Exit Width Provided: N.Minimum Number of Plumbing Fixtures (see tables within code plans for calculations and counts based on Occupancy Use Classification). FOOTNOTES: 1)In case of conflict with the U.S. Department of Justice Federal Registers Parts I through V -ADA Guidelines and specific reference to the International Building Code Accessibility Chapters, the more restrictive requirement shall govern. 2)Additional Code Information shall be provided at the discretion of the Building Official for Complex Buildings, including, but not limited to - a.High Rise Requirements b.Atriums c.Performance Base Criteria d.Means or Egress Criteria e.Fire Assembly Locator Sheet f.Exterior and Interior Accessibility Route g.Fire Stopping, including tested design number h.Fire Penetration Details 3)See Code Plan sheets for Additional information. I A I B II A II B III A III B IV A IV B V A V B 2018 2017 2015 2015 2015 2017 A117.1.2009 C 112 mph 0 0 0 0 0 SF / 0 SF = 560 SEE CODE PLAN SEE CODE PLAN 1 21' -4" 25000 ELEMENT HOURS ASSEMBLY LISTING Primary Structural Frame Bearing Walls -Exterior Bearing Walls -Interior Nonbearing Walls/Partitions -Interior Nonbearing Walls/Partitions -Exterior Floor construction and associated secondary members Roof construction and associated secondary members Exterior Doors & Windows Shaft Enclosures Fire Walls Fire Partitions Smoke Partitions Fire Barriers 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A X X NO Yes Yes NFPA 13 B, F-1 B, F-1 31,220 sf N/A EXISTING TO REMAIN ENGINES LAB 143 Not Enclosed / 24 OCC AUTO STORAGE 142 Not Enclosed / 1 OCC CE STORAGE 140 Not Enclosed / 2 OCC AUTOMOTIVE SHOP 138 12140 SF / 243 OCC HIGH BAY SHOP 137 4039 SF / 81 OCC CM / CE LAB 132 2446 SF / 49 OCC VESTIBULE 101 AUTO TOOL ROOM 138B 572 SF / 12 OCC BREAK ROOM 130 123 SF / 9 OCC OFFICE 129 121 SF / 1 OCC OFFICE 128 120 SF / 1 OCC OFFICE 127 120 SF / 1 OCC FIRE RISER 132B 28 SF / 1 OCC CURING CLOSET 137B 80 SF / 2 OCC CM/CE TOOL ROOM 132A 216 SF / 5 OCC STUDENT COLLABORATION 136 594 SF / 41 OCC I.T. 135 85 SF / 1 OCC OFFICE 133 122 SF / 1 OCC OFFICE 134 121 SF / 1 OCC CUSTODIAL 138A 98 SF / 2 OCC MECH 141 Not Enclosed / 1 OCC WOMEN'S 117 MEN'S 115 JANITOR 116 50 SF / 1 OCC OFFICE 121 120 SF / 1 OCC OFFICE 124 119 SF / 1 OCC OFFICE 122 180 SF / 2 OCC OFFICE 123 129 SF / 1 OCC OFFICE 119 120 SF / 1 OCC OFFICE 120 120 SF / 1 OCC OFFICE 125 120 SF / 1 OCC SEATING 126 60 SF / 4 OCC OFFICE (N.I.C.) 109 128 SF / 1 OCC OFFICE (N.I.C.) 108 125 SF / 1 OCC OFFICE (N.I.C.) 107 125 SF / 1 OCC OFFICE (N.I.C.) 106 125 SF / 1 OCC CONFRENCE ROOM (N.I.C.) 114 367 SF / 25 OCC RECEPTION 102 170 SF / 2 OCC OFFICE 104 117 SF / 1 OCC OFFICE (N.I.C.) 105 125 SF / 1 OCC OFFICE 112 300 SF / 4 OCC OFFICE 110 157 SF / 2 OCC OPEN OFFICE 111 704 SF / 5 OCC CONCRETE TOOLS 137A 112 SF / 3 OCC OCC. Req. Prov. 28" 36" 140 OCC. Req. Prov. 29.8" 36" 149 OCC. Req. Prov. 18.4" 72" 92 OCC. Req. Prov. 9.2" 36" 46 OCC. Req. Prov. 5.6" 36" 28 OCC. Req. Prov. 5.4" 27 30" X 48" EXTERIOR AREA FOR ASSISTED RESCUE OCC. Req. Prov. 15.4" 36" 77 168'-0" TD121'-0" TD91'-0" CPE122'-0" TD 90'-0" TD30'-0" CPE CM TOOL STORAGE 137C 160 SF / 4 OCC 28'-0" CPE 84'-0" CPE 199'-0" TD 77'-0" CPE 80'-0" TD75'-0" TD 50'-0" CPE 87'-0" CPECORRIDOR 131 CORRIDOR 118 CORRIDOR 103 SOILS STORAGE AND COMPACTION 144 Not Enclosed / 2 OCC TOOL BOX STORAGE 138C 172 SF / 4 OCC BREAK ROOM 111B 134 SF / 9 OCC OFFICE (N.I.C.) 113 129 SF / 1 OCC VESTIBULE (N.I.C.) 111A 245'-0" TD OCC. Req. Prov. 0.3" 44" 1 OCC. Req. Prov. 0.6" 36" 2 OCC. Req. Prov. 0.9" 36" 3 96'-0" TDEXISTING SEMI-RECESSED CABINET W/ FIRE EXTINGUISHER EXISTING SEMI-RECESSED CABINET W/ FIRE EXTINGUISHER FE 2 FE 1 FE 1 FE 1 FE 2 FE 2 FE 1 FE 1 EXISTING SEMI-RECESSED CABINET W/ FIRE EXTINGUISHER 125' - 9" 103' - 7" >1/3rd DIAGONAL DISTANCE 5 5 ' - 3 " >1 /3 r d D I A G O N A L D I S T A N C E71' - 3"76' - 8"6 4 ' - 3 " >1 /3 r d D I A G O N A L D I S T A N C E 212' - 4" 152' - 9" >1/3rd DIAGONAL DISTANCE FE 2 GRAPHIC LEGEND FIRE EXTINGUISHER PATH OF EGRESS FE 1FIRE EXTINGUISHER IN SEMI-RECESSED CABINET FE 2FIRE EXTINGUISHER SURFACE MOUNTED ON WALL HOOK COMMON PATH OF EGRESS (CPE) TRAVEL DISTANCE (TD) POINT AT WHICH A CHOICE OF 2 EXITS BECOMES AVAILABLE ALLOWABLE DISTANCE = 100'-0" ALLOWABLE EXIT DISTANCE (F-1 & B) = 250'-0" TOTAL USED DISTANCE = 91'-0" TOTAL USED EXIT DISTANCE = 245'-0" as per 2018 IBC Table 1017.2 as per 2018 IBC Table 1006.2.1 OCC. Req. Prov. 2" DOOR 36" 10 EXIT WIDTH TAG REQUIRED AND PROVIDED DOOR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS as per 2018 IBC Section 1005.3.2 OCC. Req. Prov. 3" STAIR 60" 10 REQUIRED AND PROVIDED STAIR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS as per 2018 IBC Section 1005.3.1 GENERAL NOTE: SEE SERIES AE500 SHEETS FOR ADDITIONAL WALL TYPES FIRE BARRIER RATING 1 HOUR RATED WALL FIRE BARRIER, UL263 2 HOUR RATED WALL FIRE BARRIER, UL #### Occupancy Group # of Occupants W.C.s Urinals Lavs. Drinking Fountains Showers Serv. Sinks F B 438 127 Totals Req'd: Prov: M F M F M = 219 F = 219 M = 63.5 F = 63.5 2.19 2.19 2.27 2.27 4.46 4.46 3 6 0 - 0 - 0 - 3* - *Urinals may be substituted for up to 67% of the required water closets in assembly and educational occupancies, and may be substituted for up to 50% of the required water closets in all other occupancies. (Ch 424.2 International Plumbing Code) 1.59 2.19 1.59 2.19 3.78 3.78 6 6 2 1.09 2 2 2 0 0 0 0 0 0 0 0 Plumbing Fixture Counts (34 tot.) 2 1 1 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 # : 12005 GI101 Code Analysis & Code Plan Level 01 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 3/32" = 1'-0"A1 Level 01 Code Plan OCCUPANT LOAD SCHEDULE BY ROOM LEVEL 01 Room #Room Name Function of Space Area Per Occupant # of Occupants Occupancy Use & Classification 126 SEATING Assembly without fixed seats - Unconcentrated (tables and chairs) 15 SF 4 Group B 127 OFFICE Business Areas 150 SF 1 Group B 128 OFFICE Business Areas 150 SF 1 Group B 129 OFFICE Business Areas 150 SF 1 Group B 130 BREAK ROOM Assembly without fixed seats - Unconcentrated (tables and chairs) 15 SF 9 Group B 131 CORRIDOR Circulation 0 SF 0 Group B 132 CM / CE LAB Educational - Shops and other Vocational room areas 50 SF 49 Group F 132A CM/CE TOOL ROOM Educational - Shops and other Vocational room areas 50 SF 5 Group F 132B FIRE RISER Accessory Storage Areas, Mechanical Equipment Room 300 SF 1 Group B 133 OFFICE Business Areas 150 SF 1 Group B 134 OFFICE Business Areas 150 SF 1 Group B 135 I.T.Accessory Storage Areas, Mechanical Equipment Room 300 SF 1 Group B 136 STUDENT COLLABORATION Assembly without fixed seats - Unconcentrated (tables and chairs) 15 SF 41 Group B 137 HIGH BAY SHOP Educational - Shops and other Vocational room areas 50 SF 81 Group F 137A CONCRETE TOOLS Educational - Shops and other Vocational room areas 50 SF 3 Group F 137B CURING CLOSET Educational - Shops and other Vocational room areas 50 SF 2 Group F 137C CM TOOL STORAGE Educational - Shops and other Vocational room areas 50 SF 4 Group F 138 AUTOMOTIVE SHOP Educational - Shops and other Vocational room areas 50 SF 243 Group F 138A CUSTODIAL Educational - Shops and other Vocational room areas 50 SF 2 Group F 138B AUTO TOOL ROOM Educational - Shops and other Vocational room areas 50 SF 12 Group F 138C TOOL BOX STORAGE Educational - Shops and other Vocational room areas 50 SF 4 Group F 139 CORRIDOR Circulation 0 SF 0 Group B 140 CE STORAGE Accessory Storage Areas, Mechanical Equipment Room 300 SF 2 Group F 141 MECH Accessory Storage Areas, Mechanical Equipment Room 300 SF 1 Group F 142 AUTO STORAGE Accessory Storage Areas, Mechanical Equipment Room 300 SF 1 Group F 143 ENGINES LAB Educational - Shops and other Vocational room areas 50 SF 24 Group F 144 SOILS STORAGE AND COMPACTION Accessory Storage Areas, Mechanical Equipment Room 300 SF 2 Group F Level 1 559 OCCUPANT LOAD SCHEDULE BY ROOM LEVEL 01 Room #Room Name Function of Space Area Per Occupant # of Occupants Occupancy Use & Classification Level 1 101 VESTIBULE Circulation 0 SF 0 Group B 102 RECEPTION Business Areas 150 SF 2 Group B 103 CORRIDOR Circulation 0 SF 0 Group B 104 OFFICE Business Areas 150 SF 1 Group B 105 OFFICE (N.I.C.) Business Areas 150 SF 1 Group B 106 OFFICE (N.I.C.) Business Areas 150 SF 1 Group B 107 OFFICE (N.I.C.) Business Areas 150 SF 1 Group B 108 OFFICE (N.I.C.) Business Areas 150 SF 1 Group B 109 OFFICE (N.I.C.) Business Areas 150 SF 1 Group B 110 OFFICE Business Areas 150 SF 2 Group B 111 OPEN OFFICE Business Areas 150 SF 5 Group B 111A VESTIBULE (N.I.C.) Circulation 0 SF 0 Group B 111B BREAK ROOM Assembly without fixed seats - Unconcentrated (tables and chairs) 15 SF 9 Group B 112 OFFICE Business Areas 150 SF 4 Group B 113 OFFICE (N.I.C.) Business Areas 150 SF 1 Group B 114 CONFRENCE ROOM (N.I.C.) Assembly without fixed seats - Unconcentrated (tables and chairs) 15 SF 25 Group B 115 MEN'S Restrooms / Mothers Room 0 SF 0 Group B 116 JANITOR Accessory Storage Areas, Mechanical Equipment Room 300 SF 1 Group B 117 WOMEN'S Restrooms / Mothers Room 0 SF 0 Group B 118 CORRIDOR Circulation 0 SF 0 Group B 119 OFFICE Business Areas 150 SF 1 Group B 120 OFFICE Business Areas 150 SF 1 Group B 121 OFFICE Business Areas 150 SF 1 Group B 122 OFFICE Business Areas 150 SF 2 Group B 123 OFFICE Business Areas 150 SF 1 Group B 124 OFFICE Business Areas 150 SF 1 Group B 125 OFFICE Business Areas 150 SF 1 Group B DN DN GRAPHIC LEGEND FIRE EXTINGUISHER PATH OF EGRESS FE 1FIRE EXTINGUISHER IN SEMI-RECESSED CABINET FE 2FIRE EXTINGUISHER SURFACE MOUNTED ON WALL HOOK COMMON PATH OF EGRESS (CPE) TRAVEL DISTANCE (TD) POINT AT WHICH A CHOICE OF 2 EXITS BECOMES AVAILABLE ALLOWABLE DISTANCE = 100'-0" ALLOWABLE EXIT DISTANCE (F-1 & B) = 250'-0" TOTAL USED DISTANCE = 91'-0" TOTAL USED EXIT DISTANCE = 245'-0" as per 2018 IBC Table 1017.2 as per 2018 IBC Table 1006.2.1 OCC. Req. Prov. 2" DOOR 36" 10 EXIT WIDTH TAG REQUIRED AND PROVIDED DOOR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS as per 2018 IBC Section 1005.3.2 OCC. Req. Prov. 3" STAIR 60" 10 REQUIRED AND PROVIDED STAIR OPENING SIZE (IN INCHES) BASED OFF NUMBER OF EXITING OCCUPANTS as per 2018 IBC Section 1005.3.1 GENERAL NOTE: SEE SERIES AE500 SHEETS FOR ADDITIONAL WALL TYPES FIRE BARRIER RATING 1 HOUR RATED WALL FIRE BARRIER, UL263 2 HOUR RATED WALL FIRE BARRIER, UL #### MECH 202 788 SF / 3 OCC HIGH BAY MEZZANINE 201 485 SF / 2 OCC CE/CM STORAGE MEZZANINE 203 216 SF / 1 OCC OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 87'-0" CPE3 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 # : 12005 GI102 Code Plan Mezzanine Level 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 3/32" = 1'-0"A1 Level 02 Code Plan OCCUPANT LOAD SCHEDULE BY ROOM LEVEL 02 Room #Room Name Function of Space Area Per Occupant # of Occupants Occupancy Use & Classification Level 2 138C TOOL BOX STORAGE (none)0 140 CE STORAGE (none)0 141 MECH AND AUTO STORAGE (none)0 143 ENGINES LAB (none)0 144 SOILS STORAGE AND COMPACTION (none)0 145 STUDENT COLLABORATION (none)0 146 AUTO TOOL ROOM (none)0 201 HIGH BAY MEZZANINE Accessory Storage Areas, Mechanical Equipment Room 300 SF 2 Group F 202 MECH Accessory Storage Areas, Mechanical Equipment Room 300 SF 3 Group B 203 CE/CM STORAGE MEZZANINE Accessory Storage Areas, Mechanical Equipment Room 300 SF 1 Group F Level 2 6 REF. REF.REF.ENTRANCE TO BUILDING ON SOUTH DRIVE DURING WINTER AND SPRING 2021PHASE 1 TO BE COMPLETE PRIOR TO SEPTEMBER 01,2021 PHASE 2 TO BE CLOSED TO STUDENTS AND PUBLIC FOR DURATION OF PROJECT 2ND MEANS OF EMERGENCY EGRESS PATH TO BE MAINTAINED WHILE SPACE IS IN USE THROUGH JULY 21, 2021 PHASE 3 TO REMAIN OPEN AND FUNCTIONAL FOR CLASSES THROUGHOUT WINTER AND SPRING SEMESTERS ENDING JULY 21, 2021 CONSTRUCTION BARRIER EXISTING CONSTRUCTION TECHNOLOGY / CIVIL ENGINEERING SHOP/LAB ENTRANCE CLOSED FOR DURATION OF CONSTRUCTION ENTRANCE TO BE USED FOR PURCHASING ONLY. CONTRACTOR TO PROVIDE PROTECTED ACCESS DURING CONSTRUCTION ENTRANCE TO BUILDING ON NORTH DRIVE DURING FALL 2021 AND WINTER 2022: CONTRACTOR TO PROVIDE PATH THROUGH CONSTRUCTIONENTRANCE CLOSED FOR DURATION OF CONSTRUCTION PHASE 2 TO BE CLOSED TO STUDENTS AND PUBLIC FOR DURATION OF PROJECT 2ND MEANS OF EMERGENCY EGRESS PATH TO BE MAINTAINED WHILE SPACE IS IN USE FOR FALL AND WINTER SEMESTERS THROUGH APRIL, 2022 PHASE 1 TO BE OPEN AND FUNCTIONAL FOR CLASSES BEGINNING SEPTEMBER 01, 2021 FOR FALL 2021 AND WINTER 2022 SEMESTERS. PHASE 3 TO BEGIN CONSTRUCTION AFTER SPRING 2021 SEMESTER AND TO BE COMPLETED APRIL 2022 HIGH BAY SHOP 137 CM / CE LAB 132 AUTOMOTIVE SHOP 138 STUDENT COLLABORATION 136 ENGINES LAB 143 ENTRANCE TO BE USED FOR PURCHASING ONLY. CONTRACTOR TO PROVIDE PROTECTED ACCESS DURING CONSTRUCTION GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING, BARRICADES, COVERED WALKWAYS & OTHER MEASURES IN COMPLIANCE WITH IBC 2018 CHAPTER 33 SAFEGUAD DURING CONSTRUCTION 2. THE WORK OF DEMOLISHING ANY BUILDING SHALL NOT BE COMMENCED UNTIL PEDESTRIAN PROTECTION IS IN PLACE PER IBC 2018 CHAPTER 33. WALKWAY DESIGN TO PROVIDE BASIC REQUIREMENTS FOR EGRESS. 3. REQUIRED EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE PROTECTION DEVICES AND SANITARY SAFEGUARDS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. SEE IBC 2018 CHAPETER 33. 4. CONTRACTOR TO PROVIDE TEMPORARY LIGHTING IN PEDESTRIAN PROTECTION ZONES 5. ACCESS TO RESTROOMS SHALL BE PROVIDED AT NEIGHBORING BUILDINGS OR THROUGH TEMPORARY FACILITIES ON SITE. 6. POWER AND AIR TO BE PROVIDED THROUGH TEMPORARY MEANS (SPIDER BOXES AND MOBILE AIR COMPRESSORS). 7. WATER WILL BE PROVIDED BY TEMPORARY MEANS. WATER DRAINAGE WILL NEED TO BE PROVIDED VIA REMOVABLE DRUM. 8. CONTRACTOR TO COORDINATE WITH LOCAL AHJ FOR OCCUPANCY REQUIREMENTS WITHOUT A FUNCTIONAL SPRINKLER OR ALARM SYSTEM DURING CONSTRUCTION. PHASE LEGEND PHASE 2 - Feb. 01, 2021 - Apr. 30, 2022 PHASE 1- Feb. 01, 2021 - Sept. 01, 2021 PHASE 3 - July 22, 2021 - Apr. 30, 2022 CONTRACTOR TO PROVIDE TEMPORARY PEDESTRIAN BARRIER AND CLEARLY MARKED PATH FOR MEANS OF EGRESS WHILE SPACE IS IN USE CONSTRUCTION FENCE/BARRIER 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 # : 12005 GI103 Phasing Plan 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/16" = 1'-0"C1 Level 01 Phasing Floor Plan - Existing 1/16" = 1'-0"A1 Level 01 Phasing Floor Plan New Construction 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 # : 12005 GI110 UL Listings 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents (E)(E)(E)REF.S S S S S S EE E EEEESDSDSDSDSDSDSDSD SDSD SSSSAUXILARY SERVICE BUILDING ASPHALT CONCRETE 02.12 02.13 02.13 02.14 02.2102.21 02.21 02.20 02.20 02.20 02.2102.2102.2102.2102.22 02.23 02.29 02.34 02.35 02.42 02.37 02.37 02.37 02.37 02.43 02.2302.23 02.44 02.44 02.44 02.44 02.44 02.44 02.37 02.46 02.45 02.45 02.48 02.49 02.45 02.45 (PER FUTURE SURVEY) (PER FUTURE SURVEY) 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 # : 12005 AD100 Site Demolition Plan 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/16" = 1'-0"A1 Demolition Site Plan KEYED NOTES 02.12 REMOVE LANDSCAPING, FILL WITH CONCRETE AND PROVIDE CURB CUT FOR ADA ACCESSIBILITY, RE: SITE PLAN / CIVIL DRAWINGS 02.13 REMOVE EXISTING SITE CONCRETE 02.14 REMOVE EXISTING SITE STAIR 02.20 REMOVE EXISTING ROOF AND STRUCTURE 02.21 REMOVE EXISTING PARKING STRIPING 02.22 REMOVE EXISTING CONCRETE CURB AND PREP FOR NEW CURB AND CHAIN LINK FENCE. 02.23 REMOVE EXISTING GAURDRAIL, PATCH AND REPAIR CONCRETE. 02.29 REMOVE AND DISPOSE OF EXISTING VESTIBULE AND STRUCTURE. PATCH AND REPAIR WALLS, SIDEWALK, ETC. AS NEEDED. 02.34 EXISTING OAK TREE WILL BE REMOVED AND RELOCATED BY OWNER. 02.35 SALVAGE EXISTING LIGHT FIXTURE AND RELOCATE. SEE SITE PLAN AND ELECTRICAL. 02.37 REMOVE EXISTING LIGHT FIXTURE, RE: ELECTRICAL 02.42 REMOVE GRASS AND LANDSCAPING AS NEEDED TO PREPARE FOR NEW SIDEWALK. RE: CIVIL. 02.43 REMOVE EXISTING CANOPY, INCLUDING FRAMING. PREP EXTERIOR WALL SURFACE FOR NEW CANOPY 02.44 REMOVE CONCRETE, LANDSCAPE AND ASPHALT AS NEEDED, TO PROVIDE UNDERGROUND UTILITIES. EXISTING SNOW MELT SYSTEM TO BE RE-USED. RE: MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. 02.45 REMOVE ASPHALT. RE: FLOOR PLANS AND CIVIL DRAWINGS FOR NEW SIDEWALK AND/OR PAVEMENT LOCATIONS. 02.46 PROTECT EXISTING BOLLARD TO REMAIN. IF BOLLARD NEED TO BE REMOVED TO PLACE NEW FOOTING AND FOUNDATION, SALVAGE BOLLARD AND RE-INSTALL IN SAME LOCATION. 02.48 CAMPUS SIGNAGE TO BE SALVAGED AND RETURNED TO OWNER 02.49 LIMIT OF DISTURBANCE (E) (E) (E) REF. 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE45' - 0"32' - 0"36' - 0"40' - 0"33' - 0"28' - 0"28' - 0"32' - 0"28' - 0"28' - 0"33' - 0" 24' - 0" 02.0102.01 02.03 02.04 02.05 02.0602.06 02.0702.07 02.07 02.07 02.08 02.0802.08 02.08 02.15 02.15 02.15 02.16 02.16 02.15 02.1702.17 02.1802.18 02.15 02.15 02.15 02.0902.09 02.19 02.20 02.20 02.20 02.24 02.1502.15 02.15 02.1602.16 02.25 02.23 02.15 02.15 02.15 02.15 02.15 02.1502.1502.1502.15 02.15 02.15 02.1702.1702.26 02.26 02.07 02.07 02.08 02.2602.26 02.2602.26 02.2602.26 02.27 02.05 02.16 02.26 02.26 02.2702.27 TYP. 02.27 TYP. 02.27 TYP. 02.27 TYP. 02.27 02.1502.15 02.17 02.27 02.27 02.15 02.26 02.15 02.26 02.15 02.26 02.17 02.2602.26 02.27 02.2702.27 TYP.TYP. 02.27 02.1502.15 02.28 02.2802.28 02.26 02.26 02.26 02.15 02.15 02.15 02.26 02.26 02.26 02.15 02.17 02.1702.17 02.29 02.1502.15 02.2602.2602.2602.26 02.2602.2602.2602.26 02.2602.2602.26 02.1502.1502.15 02.1502.15 02.28 02.2602.26 02.27 02.2602.2602.2602.28 02.15 02.1502.15 02.2602.26 02.1502.15 02.26 02.2602.26 02.26 02.05 02.16 02.15 02.1502.1502.15 02.26 02.26 02.26 02.28 02.1502.15 02.28 02.26 02.2602.26 02.15 02.2602.26 02.2602.26 02.27 TYP. 02.16 02.30 02.2602.26 02.26 02.17 02.17 02.17 02.1502.17 02.20 02.26 TYP. 02.1702.17 02.2602.26 02.2602.26 02.17 02.26 02.31 02.07 02.07 02.07 02.07 02.07 02.20 15' - 0" 12' - 6"25' - 3 1/2"4"02.05 02.05 02.05 02.05 02.04 02.50 02.50 02.16 02.50 02.50 02.51 02.51 02.51 02.51 02.04 02.53 02.52 02.54 02.54 02.56 02.57 02.17 02.03 11' - 4" 02.62 02.62 02.63 02.64 02.64 1' - 8" 3' - 8" 8'-7" 3' - 8" 1' - 2" 3' - 6"RELOCATE EQEQ 4' - 2"02.05 02.05 02.70 02.70 02.70 02.70 02.70 02.71 02.71 02.71 02.71 02.71 02.71 02.71 02.71 02.7102.7102.71 02.71 02.71 02.7102.71 02.71 02.7102.71 02.72 02.7202.72 02.70 (TYP OF 8) 02.71 EXISTING WALLS TO REMAIN DEMOLITION LEGEND DEMOLISH EXISTING WALLS, SEE KEYNOTES DEMOLISH EXISTING, SEE KEYNOTES EXISTING TO REMAIN DEMOLISH EXISTING ROOF / FLOOR / CEILING, SEE KEYNOTES GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION AND CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS OR DISCREPANCIES 2. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED FROM DEMOLITION WORK. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION. NEW FINISHES TO MATCH EXISTING ADJACENT FINISHES 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. GENERAL CONTRACTOR TO PATCH/REPAIR ALL AREAS RESULTING FROM DEMOLITION AND PREPARE SUCH SURFACES TO RECEIVE SCHEDULED FINISHES 5. CAP ALL PLUMBING IN FLOORS AND WALLS TO BE DEMOLISHED. CAPS TO BE BELOW FLOOR SLAB OR INSIDE WALLS TO REMAIN. REMOVE ALL WIRING AND DEVICES IN FLOORS AND WALLS TO BE REMOVED. RE-ROUTE LINES AS REQUIRED 6. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 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. GENERAL 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. REFER TO SITE DEMOLITION PLAN FOR LOCATION OF LIMIT OF DISTURBANCE 11. OWNER WILL HAVE ALL EQUIPMENT, FURNISHINGS AND SHELVING REMOVED BEFORE CONSTRUCTION. COORDINATE EXISTING EQUIPMENT LOCATION IN NEW LAYOUT WITH FLOOR PLANS AND OWNER 12. GENERAL CONTRACTOR TO PROTECT IN-FLOOR DUCTING AND UTILITIES TO REMAIN AT ALL AREAS WHERE THE FLOOR SLAB IS INDICATED TO BE REMOVED 13. AT ALL AREAS WHERE FLOOR TILE IS TO BE REMOVED, GENERAL CONTRACTOR TO REMOVE ADDITIONAL SETTING MATERIAL AS REQUIRED TO ENSURE NEW FLOOR FINISH TRANSITIONS WILL BE LEVEL 14. PRESERVE AND PROTECT ALL EXISTING MECHANICAL CONTROL LINES DURING ALL PHASES OF DEMOLITION AND NEW CONSTRUCTION. 15. SALVAGE ALL DOORS THAT WORTH RE-USING (VERIFY W/ OWNER) AND RE-USE WITHIN PROJECT WHERE POSSIBLE / FIT PROJECT PARAMETERS 16. SALVAGE ALL EXISTING FIRE EXTINGUISHER CABINETS (IF RE-USABLE). COORDINATE W/ NEW LOCATIONS, RE: CODE FLOOR PLANS 17. TUNNEL LOCATIONS IN TUNNEL PLAN ON SHEET AE100 18. EXISTING OPENINGS THAT WILL REQUIRE INFILL HAVE EXISTING ANGLE IRON TO SUPPORT THAT OPENING. LEAVE ANGLE IRON IN PLACE, UNLESS OTHERWISE NOTED IN STRUCTURAL DRAWINGS 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 # : 12005 AD101 Demolition Plan - Level 1 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Level 01 Demolition Plan KEYED NOTES 02.01 REMOVE LOADING DOCK EQUIPMENT - ANGLE IRON AND FLANGE WELDED TO ANGLE IRON TO REMAIN. PREPARE VOID FOR CONCRETE INFILL, RE: STRUCTURAL 02.03 EXISTING ROOF DRAIN PIPE TO REMAIN 02.04 EXISTING FIRE EXTINGUISHER CABINET TO REMAIN 02.05 SAW CUT EXISITNG CONCRETE FLOOR FOR NEW TRENCH FLOOR DRAIN, NEW SLAB, NEW UTILITIES OR NEW FOOTINGS. COORD. W/ FLOOR PLAN/STRUCTURAL. 02.06 REMOVE INTERIOR INSULATION AND PANELING AT WALLS AND CEILING 02.07 REMOVE EXISTING COLUMN 02.08 REMOVE STAIRS & MEZZANINE STRUCTURES 02.09 REMOVE MEZZANINE WALLS, FLOOR, CEILING AND STAIRS, TYP. 02.15 REMOVE EXISTING DOOR 02.16 REMOVE EXISTING OVERHEAD DOOR 02.17 CUT NEW ROUGH OPENINGS FOR EITHER NEW OVERHEAD DOOR, MAN DOOR, WINDOW AND/OR WALL OPENING. COORD. W/ FLOOR PLAN AND STRUCTURAL - SALVAGE ALL CMU POSSIBLE TO LATER BE USED FOR INFILL 02.18 FLOOR ELEVATION IN THIS ROOM TO BE LOWERED TO 100'-0". SO THAT IT WILL MATCH MAIN BUILDING - REMOVE CONCRETE AND PAVING TO PREPARE FOR NEW CONCRETE SLAB ON GRADE 02.19 STEAM AND MAIN ELECTRICAL CONDUIT TO REMAIN, RE: MECH & ELEC - SALVAGE EXISTING UNISTRUTS AND RE-USE ON NEW WING WALL FOR SUPPORT. SEE FLOOR PLANS 02.20 REMOVE EXISTING ROOF AND STRUCTURE 02.23 REMOVE EXISTING GAURDRAIL, PATCH AND REPAIR CONCRETE. 02.24 REMOVE EXISTING WINDOW 02.25 SALVAGE AND RELOCATE EXISTING PROJECTOR. RE: FLOOR PLAN 02.26 REMOVE AND DISPOSE OF EXISTING WALL 02.27 REMOVE EXISTING PLUMBING FIXTURES, TOILET ACCESSORIES, PARTITION WALLS, COUNTERS, ETC.- COORDINATE DISPOSAL OR REUSE AND RELOCATION WITH OWNER 02.28 REMOVE AND DISPOSE OF EXISTING WINDOW SYSTEM 02.29 REMOVE AND DISPOSE OF EXISTING VESTIBULE AND STRUCTURE. PATCH AND REPAIR WALLS, SIDEWALK, ETC. AS NEEDED. 02.30 EXISTING OVERHEAD DOOR TO REMAIN. 02.31 REMOVE EXISTING CABINETRY, COUNTERS, ETC. 02.50 REMOVE WEATHER SEAL, BUMPER GUARD AND ADJUSTABLE CLOSURE AROUND LOADING DOCK DOOR 02.51 REMOVE MANIFOLD AND GLYCOL SYSTEM PIPES W/ COVERS TO HEATED PAD. PATCH AND REPAIR EXISTING EXTERIOR WALL WHERE HOLE IS CREATED FROM REMOVING PIPE 02.52 SALVAGE REFRIGERATOR TO OWNER FOR RE-USE 02.53 PROVIDE CUT UNDER NEW CMU AND STEEL COLUMN LOCATIONS THAT SUPPORT MEZZANINE 02.54 REMOVE TOP, EXISTING REFRIGERATOR CONCRETE SLAB AND FOAM GLASS LAYER DIRECTLY UNDERNEATH. LEAVE BOTTOM, CONCRETE SLAB ON GRADE 02.56 PIPE TO REMAIN AND BE PROTECTED DURING DEMOLITION AND CONSTRUCTION 02.57 FIRE RISER EQUIPMENT WILL BE UPDATED PER DELEGATED DESIGN 02.62 REMOVE EXISTING FLOOR REGISTER(S) 02.63 EXISTING STAIRS TO REMAIN 02.64 EXISTING PLUMBING EQUIPMENT TO REMAIN 02.70 SALVAGE EXISTING CABINETS AND COUNTERTOP TO OWNER FOR RE-USE. SEE FLOOR PLANS AND ELEVATIONS FOR NEW LOCATIONS. 02.71 SALVAGE EXISTING CABINETS AND SHELVING AND RETURN TO OWNER FOR RE-USE. 02.72 REMOVE AND DISPOSE OF EXISTING COUNTERTOPS. SALVAGE EXISTING CABINETS AND RETURN TO OWNER FOR RE-USE. SEE FLOOR PLANS AND ELEVATIONS FOR NEW LOCATIONS. UP 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE 02.0902.0902.09 02.0902.09 02.09 02.09 02.1502.15 02.2602.2602.26 02.26 02.1502.1502.15 02.15 02.26 02.2602.26 02.26 02.2002.20 TYP. 02.31 TYP. 02.2002.20 02.58 02.29 02.43 EXISTING WALLS TO REMAIN DEMOLITION LEGEND DEMOLISH EXISTING WALLS, SEE KEYNOTES DEMOLISH EXISTING, SEE KEYNOTES EXISTING TO REMAIN DEMOLISH EXISTING ROOF / FLOOR / CEILING, SEE KEYNOTES GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION AND CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS OR DISCREPANCIES 2. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED FROM DEMOLITION WORK. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION. NEW FINISHES TO MATCH EXISTING ADJACENT FINISHES 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. GENERAL CONTRACTOR TO PATCH/REPAIR ALL AREAS RESULTING FROM DEMOLITION AND PREPARE SUCH SURFACES TO RECEIVE SCHEDULED FINISHES 5. CAP ALL PLUMBING IN FLOORS AND WALLS TO BE DEMOLISHED. CAPS TO BE BELOW FLOOR SLAB OR INSIDE WALLS TO REMAIN. REMOVE ALL WIRING AND DEVICES IN FLOORS AND WALLS TO BE REMOVED. RE-ROUTE LINES AS REQUIRED 6. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 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. GENERAL 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. REFER TO SITE DEMOLITION PLAN FOR LOCATION OF LIMIT OF DISTURBANCE 11. OWNER WILL HAVE ALL EQUIPMENT, FURNISHINGS AND SHELVING REMOVED BEFORE CONSTRUCTION. COORDINATE EXISTING EQUIPMENT LOCATION IN NEW LAYOUT WITH FLOOR PLANS AND OWNER 12. GENERAL CONTRACTOR TO PROTECT IN-FLOOR DUCTING AND UTILITIES TO REMAIN AT ALL AREAS WHERE THE FLOOR SLAB IS INDICATED TO BE REMOVED 13. AT ALL AREAS WHERE FLOOR TILE IS TO BE REMOVED, GENERAL CONTRACTOR TO REMOVE ADDITIONAL SETTING MATERIAL AS REQUIRED TO ENSURE NEW FLOOR FINISH TRANSITIONS WILL BE LEVEL 14. PRESERVE AND PROTECT ALL EXISTING MECHANICAL CONTROL LINES DURING ALL PHASES OF DEMOLITION AND NEW CONSTRUCTION. 15. SALVAGE ALL DOORS THAT WORTH RE-USING (VERIFY W/ OWNER) AND RE-USE WITHIN PROJECT WHERE POSSIBLE / FIT PROJECT PARAMETERS 16. SALVAGE ALL EXISTING FIRE EXTINGUISHER CABINETS (IF RE-USABLE). COORDINATE W/ NEW LOCATIONS, RE: CODE FLOOR PLANS 17. TUNNEL LOCATIONS IN TUNNEL PLAN ON SHEET AE100 18. EXISTING OPENINGS THAT WILL REQUIRE INFILL HAVE EXISTING ANGLE IRON TO SUPPORT THAT OPENING. LEAVE ANGLE IRON IN PLACE, UNLESS OTHERWISE NOTED IN STRUCTURAL DRAWINGS 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 # : 12005 AD102 Demolition Plan - Mezzanine 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Level 02 Demolition Plan KEYED NOTES 02.09 REMOVE MEZZANINE WALLS, FLOOR, CEILING AND STAIRS, TYP. 02.15 REMOVE EXISTING DOOR 02.20 REMOVE EXISTING ROOF AND STRUCTURE 02.26 REMOVE AND DISPOSE OF EXISTING WALL 02.29 REMOVE AND DISPOSE OF EXISTING VESTIBULE AND STRUCTURE. PATCH AND REPAIR WALLS, SIDEWALK, ETC. AS NEEDED. 02.31 REMOVE EXISTING CABINETRY, COUNTERS, ETC. 02.43 REMOVE EXISTING CANOPY, INCLUDING FRAMING. PREP EXTERIOR WALL SURFACE FOR NEW CANOPY 02.58 HEAT EXCHANGE SYSTEM TO BE SALVAGED AND RE-USED FOR WEST ENTRANCE SNOW MELT. SEE PLUMBING AND MECHANICAL FOR CLARIFICATION 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE BREAK ROOM EXTENT OF INTERIOR DEMOLITION 02.10 02.20 02.20 02.20 02.20 02.10 02.29 02.32 02.33 02.33 02.33 02.65 02.66 02.67 02.67 02.67 02.67 02.16 02.16 02.26 02.26 02.26 02.16 02.26 02.26 02.26 02.26 02.08 02.26 02.09 02.09 EXISTING WALLS TO REMAIN DEMOLITION LEGEND DEMOLISH EXISTING WALLS, SEE KEYNOTES DEMOLISH EXISTING, SEE KEYNOTES EXISTING TO REMAIN DEMOLISH EXISTING ROOF / FLOOR / CEILING, SEE KEYNOTES GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION AND CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS OR DISCREPANCIES 2. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED FROM DEMOLITION WORK. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION. NEW FINISHES TO MATCH EXISTING ADJACENT FINISHES 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. GENERAL CONTRACTOR TO PATCH/REPAIR ALL AREAS RESULTING FROM DEMOLITION AND PREPARE SUCH SURFACES TO RECEIVE SCHEDULED FINISHES 5. CAP ALL PLUMBING IN FLOORS AND WALLS TO BE DEMOLISHED. CAPS TO BE BELOW FLOOR SLAB OR INSIDE WALLS TO REMAIN. REMOVE ALL WIRING AND DEVICES IN FLOORS AND WALLS TO BE REMOVED. RE-ROUTE LINES AS REQUIRED 6. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 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. GENERAL 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. REFER TO SITE DEMOLITION PLAN FOR LOCATION OF LIMIT OF DISTURBANCE 11. OWNER WILL HAVE ALL EQUIPMENT, FURNISHINGS AND SHELVING REMOVED BEFORE CONSTRUCTION. COORDINATE EXISTING EQUIPMENT LOCATION IN NEW LAYOUT WITH FLOOR PLANS AND OWNER 12. GENERAL CONTRACTOR TO PROTECT IN-FLOOR DUCTING AND UTILITIES TO REMAIN AT ALL AREAS WHERE THE FLOOR SLAB IS INDICATED TO BE REMOVED 13. AT ALL AREAS WHERE FLOOR TILE IS TO BE REMOVED, GENERAL CONTRACTOR TO REMOVE ADDITIONAL SETTING MATERIAL AS REQUIRED TO ENSURE NEW FLOOR FINISH TRANSITIONS WILL BE LEVEL 14. PRESERVE AND PROTECT ALL EXISTING MECHANICAL CONTROL LINES DURING ALL PHASES OF DEMOLITION AND NEW CONSTRUCTION. 15. SALVAGE ALL DOORS THAT WORTH RE-USING (VERIFY W/ OWNER) AND RE-USE WITHIN PROJECT WHERE POSSIBLE / FIT PROJECT PARAMETERS 16. SALVAGE ALL EXISTING FIRE EXTINGUISHER CABINETS (IF RE-USABLE). COORDINATE W/ NEW LOCATIONS, RE: CODE FLOOR PLANS 17. TUNNEL LOCATIONS IN TUNNEL PLAN ON SHEET AE100 18. EXISTING OPENINGS THAT WILL REQUIRE INFILL HAVE EXISTING ANGLE IRON TO SUPPORT THAT OPENING. LEAVE ANGLE IRON IN PLACE, UNLESS OTHERWISE NOTED IN STRUCTURAL DRAWINGS 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 # : 12005 AD131 Reflected Ceiling Demolition Plan - Level 1 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Level 1 Reflected Ceiling Demolition Plan KEYED NOTES 02.08 REMOVE STAIRS & MEZZANINE STRUCTURES 02.09 REMOVE MEZZANINE WALLS, FLOOR, CEILING AND STAIRS, TYP. 02.10 REMOVE AND SET ASIDE CEILING SYSTEM NEAR NEW CONSTRUCTION. SAFELY STORE CEILING TILES AND EQUIPMENT SO THAT THEY CAN BE REINSTALLED. 02.16 REMOVE EXISTING OVERHEAD DOOR 02.20 REMOVE EXISTING ROOF AND STRUCTURE 02.26 REMOVE AND DISPOSE OF EXISTING WALL 02.29 REMOVE AND DISPOSE OF EXISTING VESTIBULE AND STRUCTURE. PATCH AND REPAIR WALLS, SIDEWALK, ETC. AS NEEDED. 02.32 REMOVE AND DISPOSE OF EXISTING CEILING 02.33 REMOVE EXISTING SOFFIT AND LIGHT FIXTURES AND PREP FOR NEW SOFFIT AND LIGHT FIXTURES. RE: ELECTRICAL FOR NEW LIGHT FIXTURES. 02.65 REMOVE EXISTING PLYWOOD SHEATHING. PROTECT EXISTING TRUSSES FROM DAMAGE 02.66 REMOVE EXISTING METAL CEILING, PROTECT EXISTING TRUSSES FROM DAMAGE 02.67 PREPARE, DEMO EXISTING CEILING / ROOF / STRUCTURE FOR NEW SKYLIGHT, RE: ROOF PLAN AND RCP 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE 02.0902.09 02.0902.09 02.60 02.6002.6002.6002.6002.60 02.60 02.60 02.60 02.60 02.60 02.60 02.60 02.60 EXISTING WALLS TO REMAIN DEMOLITION LEGEND DEMOLISH EXISTING WALLS, SEE KEYNOTES DEMOLISH EXISTING, SEE KEYNOTES EXISTING TO REMAIN DEMOLISH EXISTING ROOF / FLOOR / CEILING, SEE KEYNOTES GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION AND CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS OR DISCREPANCIES 2. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED FROM DEMOLITION WORK. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION. NEW FINISHES TO MATCH EXISTING ADJACENT FINISHES 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. GENERAL CONTRACTOR TO PATCH/REPAIR ALL AREAS RESULTING FROM DEMOLITION AND PREPARE SUCH SURFACES TO RECEIVE SCHEDULED FINISHES 5. CAP ALL PLUMBING IN FLOORS AND WALLS TO BE DEMOLISHED. CAPS TO BE BELOW FLOOR SLAB OR INSIDE WALLS TO REMAIN. REMOVE ALL WIRING AND DEVICES IN FLOORS AND WALLS TO BE REMOVED. RE-ROUTE LINES AS REQUIRED 6. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 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. GENERAL 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. REFER TO SITE DEMOLITION PLAN FOR LOCATION OF LIMIT OF DISTURBANCE 11. OWNER WILL HAVE ALL EQUIPMENT, FURNISHINGS AND SHELVING REMOVED BEFORE CONSTRUCTION. COORDINATE EXISTING EQUIPMENT LOCATION IN NEW LAYOUT WITH FLOOR PLANS AND OWNER 12. GENERAL CONTRACTOR TO PROTECT IN-FLOOR DUCTING AND UTILITIES TO REMAIN AT ALL AREAS WHERE THE FLOOR SLAB IS INDICATED TO BE REMOVED 13. AT ALL AREAS WHERE FLOOR TILE IS TO BE REMOVED, GENERAL CONTRACTOR TO REMOVE ADDITIONAL SETTING MATERIAL AS REQUIRED TO ENSURE NEW FLOOR FINISH TRANSITIONS WILL BE LEVEL 14. PRESERVE AND PROTECT ALL EXISTING MECHANICAL CONTROL LINES DURING ALL PHASES OF DEMOLITION AND NEW CONSTRUCTION. 15. SALVAGE ALL DOORS THAT WORTH RE-USING (VERIFY W/ OWNER) AND RE-USE WITHIN PROJECT WHERE POSSIBLE / FIT PROJECT PARAMETERS 16. SALVAGE ALL EXISTING FIRE EXTINGUISHER CABINETS (IF RE-USABLE). COORDINATE W/ NEW LOCATIONS, RE: CODE FLOOR PLANS 17. TUNNEL LOCATIONS IN TUNNEL PLAN ON SHEET AE100 18. EXISTING OPENINGS THAT WILL REQUIRE INFILL HAVE EXISTING ANGLE IRON TO SUPPORT THAT OPENING. LEAVE ANGLE IRON IN PLACE, UNLESS OTHERWISE NOTED IN STRUCTURAL DRAWINGS 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 # : 12005 AD132 Reflected Ceiling Demolition Plan - Mezzanine 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Level 2 Reflected Ceiling Demolition Plan KEYED NOTES 02.09 REMOVE MEZZANINE WALLS, FLOOR, CEILING AND STAIRS, TYP. 02.60 REMOVE ROOFING IN PREPARATION FOR NEW SKYLIGHT, SEE ROOF PLAN AND STRUCTURAL UP 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE AE201 E1 AE201 B1 AE201D1 A1 AE312 A1 AE312EXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE02.5902.59 02.59 02.60 02.6002.60 02.60 02.60 02.60 02.60 02.60 02.60 02.60 02.60 02.61 DEMO 02.61 02.43 02.20 02.20 02.67 02.67 02.67 02.67 02.29 02.60 02.60 02.60 02.60 EXISTING WALLS TO REMAIN DEMOLITION LEGEND DEMOLISH EXISTING WALLS, SEE KEYNOTES DEMOLISH EXISTING, SEE KEYNOTES EXISTING TO REMAIN DEMOLISH EXISTING ROOF / FLOOR / CEILING, SEE KEYNOTES GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND AFTER DEMOLITION AND CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS OR DISCREPANCIES 2. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED FROM DEMOLITION WORK. REPAIR, PATCH AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION. NEW FINISHES TO MATCH EXISTING ADJACENT FINISHES 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. GENERAL CONTRACTOR TO PATCH/REPAIR ALL AREAS RESULTING FROM DEMOLITION AND PREPARE SUCH SURFACES TO RECEIVE SCHEDULED FINISHES 5. CAP ALL PLUMBING IN FLOORS AND WALLS TO BE DEMOLISHED. CAPS TO BE BELOW FLOOR SLAB OR INSIDE WALLS TO REMAIN. REMOVE ALL WIRING AND DEVICES IN FLOORS AND WALLS TO BE REMOVED. RE-ROUTE LINES AS REQUIRED 6. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION 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. GENERAL 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. REFER TO SITE DEMOLITION PLAN FOR LOCATION OF LIMIT OF DISTURBANCE 11. OWNER WILL HAVE ALL EQUIPMENT, FURNISHINGS AND SHELVING REMOVED BEFORE CONSTRUCTION. COORDINATE EXISTING EQUIPMENT LOCATION IN NEW LAYOUT WITH FLOOR PLANS AND OWNER 12. GENERAL CONTRACTOR TO PROTECT IN-FLOOR DUCTING AND UTILITIES TO REMAIN AT ALL AREAS WHERE THE FLOOR SLAB IS INDICATED TO BE REMOVED 13. AT ALL AREAS WHERE FLOOR TILE IS TO BE REMOVED, GENERAL CONTRACTOR TO REMOVE ADDITIONAL SETTING MATERIAL AS REQUIRED TO ENSURE NEW FLOOR FINISH TRANSITIONS WILL BE LEVEL 14. PRESERVE AND PROTECT ALL EXISTING MECHANICAL CONTROL LINES DURING ALL PHASES OF DEMOLITION AND NEW CONSTRUCTION. 15. SALVAGE ALL DOORS THAT WORTH RE-USING (VERIFY W/ OWNER) AND RE-USE WITHIN PROJECT WHERE POSSIBLE / FIT PROJECT PARAMETERS 16. SALVAGE ALL EXISTING FIRE EXTINGUISHER CABINETS (IF RE-USABLE). COORDINATE W/ NEW LOCATIONS, RE: CODE FLOOR PLANS 17. TUNNEL LOCATIONS IN TUNNEL PLAN ON SHEET AE100 18. EXISTING OPENINGS THAT WILL REQUIRE INFILL HAVE EXISTING ANGLE IRON TO SUPPORT THAT OPENING. LEAVE ANGLE IRON IN PLACE, UNLESS OTHERWISE NOTED IN STRUCTURAL DRAWINGS 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 # : 12005 AD141 Roof Demolition Plan 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Roof Demolition Plan KEYED NOTES 02.20 REMOVE EXISTING ROOF AND STRUCTURE 02.29 REMOVE AND DISPOSE OF EXISTING VESTIBULE AND STRUCTURE. PATCH AND REPAIR WALLS, SIDEWALK, ETC. AS NEEDED. 02.43 REMOVE EXISTING CANOPY, INCLUDING FRAMING. PREP EXTERIOR WALL SURFACE FOR NEW CANOPY 02.59 REMOVE PVC WALKWAY AS NEEDED TO PLACE SKYLIGHTS 02.60 REMOVE ROOFING IN PREPARATION FOR NEW SKYLIGHT, SEE ROOF PLAN AND STRUCTURAL 02.61 DEMO PORTION OF EXISTING ROOF PARAPET CAP FLASHING IN PREPARATION FOR NEW CANOPY MEMBRANE 02.67 PREPARE, DEMO EXISTING CEILING / ROOF / STRUCTURE FOR NEW SKYLIGHT, RE: ROOF PLAN AND RCP FSTSTSN/SN/SN/SN/S N/S N/R N/S N/R N/RN/SCAM CAM CAMCAMCAM CAMCAMCAMCAMCAMCAMCAM CAM CAMCAM CAMFFFFFDCDCDC FFFFFFFCRCRCRFFFCR FFFFFFFFFFFFFFFFFJJJFCRDCFCRUP REF.REF. S S S S S S EE E EEEESDSDSDSDSDSDSDSDSDSD SSSSAUXILARY SERVICE BUILDING SS SS SS02.12 03.03 03.0403.0403.04 03.05 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 27 29 30 32 33 25 28 31 34 35 36 37 38 39 40 42 43 44 45 46 47 41 48 49 (ELECTRIC CHARGING STATION) (ELECTRIC CHARGING STATION)SS9' - 0"37' - 0"57' - 0"9' - 0"20' - 0" AUTOMOTIVE SHOP PARKING 32.01 ADA VAN STALL23' - 0"VEHICLE EXIT VEHICLE EXIT 32.12 32.12 GRADING TO BE REVISED PER FUTURE SURVEY. TBD GRADING TO BE REVISED PER FUTURE SURVEY. TBD 05.05 11.01 11.05 05.0105.01 32.02 32.02 03.01 32.03 POSSIBLE STORM DRAIN. TBD 26' - 8" 32.04 32.04 EEESDSD10' - 0"17' - 0"8"24' - 6"5' - 11"03.05 EXISTING SHED EXISTING SHED 26.02 25' - 0"23' - 0" 26.02 26.02 26.02 26.02 26.02 26.02 26.0226.02 26.02 26.02 26.02 03.03 05.11 EQEQ1' - 9"02.46 05.12 05.0505.05 194' - 11" 9' - 0" AS101 A3 32.05 32.05 29' - 4" GRADING TO BE REVISED PER FUTURE SURVEY. TBD 32.0732.07 32.08 32.09 32.10 32.10 32.1132.11 TYP. 32.11 32.11 TYP. 32.11 TYP.TYP. 5' - 2" F.V.4' - 4" F.V.8' - 2" F.V. 15' - 4" F.V. SITE LEGEND ADA ACCESSIBLE ROUTE ADA ACCESSIBLE EXIT SD SS E SD SS E STORM DRAIN SANITARY SEWER ELECTRICAL EXISTING STORM DRAIN EXISTING SANITARY SEWER EXISTING ELECTRICAL FIELD VERIFY 150' - 11"10' - 0"3' - 6"03.0305.1226.02 02.4702.47AE521 B4 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 # : 12005 AS101 Architectural Site Plan 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/16" = 1'-0"A2 Site Plan KEYED NOTES 02.12 REMOVE LANDSCAPING, FILL WITH CONCRETE AND PROVIDE CURB CUT FOR ADA ACCESSIBILITY, RE: SITE PLAN / CIVIL DRAWINGS 02.46 PROTECT EXISTING BOLLARD TO REMAIN. IF BOLLARD NEED TO BE REMOVED TO PLACE NEW FOOTING AND FOUNDATION, SALVAGE BOLLARD AND RE-INSTALL IN SAME LOCATION. 02.47 EXISTING RETAINING WALL AND STRUCTURE TO BE PROTECTED DURING CONSTRUCTION. 03.01 BACKFILL EXISTING LOADING BAY RECESSES AND TOP WITH CONCRETE 03.03 NEW SIDEWALK, RE: CIVIL 03.04 NEW HEATED SIDEWALK AND STAIRS. THIS STAIR IS OVER AN EXISTING STEAM TUNNEL AND WILL NEED FURTHER INVESTIGATION AND COORDINATION DURING DEMOLITION AND CONSTRUCTION, RE: MECHANICAL, PLUMBING, CIVIL AND ELECTRICAL. 03.05 NEW SAND AND GREASE SEPARATORS 05.01 NEW LANDING, STAIRS AND GUARDRAIL AND RAILING (POWDER COATED - COLOR TO BE SELECTED BY OWNER AND ARCHITECT.) 05.05 NEW CHAIN LINK FENCE GATE WITH PRIVACEY SLATS 05.11 NEW 6" STEEL BOLLARD, RE: CIVIL 05.12 NEW POWDER COATED GUARDRAIL, COLOR TO BE SELECTED BY OWNER AND ARCHITECT. RE; ELEVATIONS, DETAILS AND STRUCTURAL. 11.01 DUMPSTER LOCATION 11.05 CONCRETE WASH OUT. RE: INTERIOR FURNISHINGS AND EQUIPMENT PLANS AND SCHEDULES 26.02 LIGHT FIXTURE, RE: ELECTRICAL 32.01 ACCESSIBLE CURB CUT WITH TRUNCATED DOME 32.02 PATCH PAVEMENT, RE: CIVIL 32.03 NEW 6" CURB. PAINT RADIUS OF NEW CONCRETE CURB. 32.04 EXISTING TREE TO BE PROTECTED DURING CONSTRUCTION. TRIMMING MAY BE REQUIRED FOR NEW CANOPY. OWNER WILL PROVIDE TRIMMING. 32.05 NEW PAINTED STRIPING FOR WALKWAY AND/OR ADA PARKING STALL ACCESS. 32.07 NEW 4" SANITARY SEWER SERVICE TO CONNECT TO EXISTING 8" SEWER, RE: CIVIL 32.08 CONVERT EXISTING CATCH BASIN INTO A MANHOLE, RE: CIVIL 32.09 NEW CATCH BASIN, RE: CIVIL 32.10 NEW CURB AND GUTTER, RE: CIVIL 32.11 NEW PAINTED STRIPING 32.12 NEW 6'-0" POWDER COATED BLACK CHAIN LINK FENCE AND FABRIC WITH BLACK PRIVACY SLATS GENERAL NOTES - SITE PLAN 1 REFER TO CIVIL AND STRUCTURAL PLANS FOR CONTROLLING ELEVATIONS OF SITE ELEMENTS TO INCLUDE BUT NOT LIMITED TO HARDSCAPE, STAIRS, RAMPS AND PLANTER WALLS 2 CONTRACTOR TO PROVIDE NECESSARY SIGNAGE FOR PEDESTRIAN ACCESS AND ROUTE AROUND CONSTRUCTION SITE AND CONSTRUCTION FENCE A MINIMUM OF 6'-0" IN HEIGHT 1/16" = 1'-0"A3 Guardrail On Existing Retaining Wall 2 2 3 3 4 4 5 5 6 6 7 7 B C 1 1 DD EE D1 AE301 D1 AE301 A1 AE312 A1 AE312 TUNNEL TUNNEL TUNNELTUNNEL TUNNELTUNNELTUNNEL 08.02 22.16 AE100 C4 REMOVE CONCRETE IN THIS AREA TO PREP FOR PIPING AND RECESSED FLOOR IN BATHROOMS. SEE STRUCTURAL, MECHANICAL AND PLUBMING. BB CC 1 1 DD 22.16 22.18 22.19 22.19 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 # : 12005 AE100 Floor Plan - Level 00 & Tunnels 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Floor Plan - Tunnels 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 DRAWINGS 3 ALL EXPOSED INTERIOR COLUMNS TO BE PAINTED 4 ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED UNLESS NOTED OTHERWISE 5 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. 6 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OFOI, WITH OWNER 7 SEE SHEET SERIES AE500 FOR WALL AND ASSEMBLY TYPES 8 SEE SHEET SERIES AE600 FOR DOOR & WINDOW TYPES 9 ALL EXPOSED INTERIOR COLUMNS TO BE PAINTED WITH INTUMESCENT PAINT 10 SEE WALL SECTION SHEET SERIES AE310 FOR WALL TYPES AT SPECIFIED LOCATION 11 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 12 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 13 ALL DEMOLITION TO BE COORDINATED WITH PHASING PLAN SHEET GI103 KEYED NOTES 08.02 36" x 36" TUNNEL / FLOOR ACCESS HATCH W/ DETENTION LOCK 22.16 RELOCATED, EXISTING GLYCOL SYSTEM FOR HEATING STAIRS, RE: MECH/PLUMB 22.18 CATCH BASIN, RE: PLUMBING 22.19 GREASE / SOLIDS INTERCEPTOR, RE: PLUMBING 1/8" = 1'-0"C4 Floor Plan - Level 0 UP UP FSTS TS J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 (E) (E) J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 (E) J CD1 J CD1 F F CR F F F F DC DC DCF F F F F F F F F CR CRCR F F F CRF F F F F F F F FF F F FF F F F F CR DC F CR S RT-5 S RT-1 S AH-1 SRT-2S RT-4 S RT-7 S RT-6 SFC-4S RT-8 S FC-8 SFC-9S FC-7 UP REF.REF.2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE AE201 E1 AE201 B1 AE201D1 AE201 A1 A1 AE301 A1 AE301 B1 AE301 B1 AE301 ENGINES LAB 143 AUTO STORAGE 142 CE STORAGE 140 AUTOMOTIVE SHOP 138 HIGH BAY SHOP 137 CM / CE LAB 132 VESTIBULE 101 AUTO TOOL ROOM 138B BREAK ROOM 130 OFFICE 129 OFFICE 128 OFFICE 127 FIRE RISER 132B CM/CE TOOL ROOM 132A STUDENT COLLABORATION 136 CORRIDOR 139 I.T. 135 OFFICE 133 OFFICE 134 CUSTODIAL 138A CURING CLOSET 137B MECH 141 D1 AE301 D1 AE301 WOMEN'S 117 MEN'S 115 JANITOR 116 120 SF OFFICE 121 OFFICE 124 OFFICE 122 OFFICE 123 120 SF OFFICE 119 120 SF OFFICE 120 OFFICE 125 CORRIDOR 118 CORRIDOR 131 SEATING 126 CONCRETE TOOLS 137A CM TOOL STORAGE 137C 1 (ELECTRIC CHARGING STATION) 2 (ELECTRIC CHARGING STATION) 3 4 5 6 7 8 9 10 11 12 13141516171819202122232425 26 AE401 D1 AE424 B2 AE421 C4 D1 C1 C2 AE421 B4A1 AE424 B1 BREAK ROOM 111B OPEN OFFICE OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE RECEPTION 102 CONFRENCE ROOM (N.I.C.) OFFICE 112 OFFICE OFFICE (N.I.C.) TOOL BOX STORAGE 138C 03.01 03.01 03.01 05.0105.01 26.01 26.01 02.11 08.01 11.01 11.05 130 129 128 127 131 124125 123 122121120119 103 115 116 117 132.1137.1 133 134 135 138.1 137B 132.2 138.2 138.3 143.1 142.2141 138.4 138.5 137.2 137.3 138C 137A 144 137C SF01SF01SF04SF03SF02SF06SF05 SF01 132A 132B 140.2 142.1 116.1112 AE421 A506.04 11.02 11.02 11.02 11.02 11.0211.0211.02 11.03 11.03 11.03 11.03 11.03 11.0411.0411.0411.0411.0411.04 22.08 22.08 22.09 22.09 22.10 AE421 B1 B2 08.01SF0705.03 (TYP OF 6) AE421 A3 Not Enclosed SOILS STORAGE AND COMPACTION 144 A2A4 AE422 A1 AE422 E1 AE423 C1 AE401 B1 SF0808.02 CORRIDOR 103 140.1 B3 C1 B5 B1 A4 B1 AE423 D1 A1 IS THIS PIPE EXISTING TO REMIANAE424A1A4 AE411 A1 AE411 A3 AE411 A5 AE521 A1 AE521 A2 138.6SF09 10.21 138B F1 AE521 D3 26.01 A3 AE511 22.15 04.04 05.10 21.01 21.01 21.0121.02 21.02 21.02 21.03 21.03 04.04 09.32 22.2022.20 05.1605.16 10.21 10.21 04.04 AE421 D3 1' - 4" 16' - 3"21.02 22.25 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 # : 12005 AE101 Floor Plan - Level 1 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 DRAWINGS 3 ALL EXPOSED INTERIOR COLUMNS TO BE PAINTED 4 ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED UNLESS NOTED OTHERWISE 5 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. 6 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OFOI, WITH OWNER 7 SEE SHEET SERIES AE500 FOR WALL AND ASSEMBLY TYPES 8 SEE SHEET SERIES AE600 FOR DOOR & WINDOW TYPES 9 ALL EXPOSED INTERIOR COLUMNS TO BE PAINTED WITH INTUMESCENT PAINT 10 SEE WALL SECTION SHEET SERIES AE310 FOR WALL TYPES AT SPECIFIED LOCATION 11 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 12 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 13 ALL DEMOLITION TO BE COORDINATED WITH PHASING PLAN SHEET GI103 KEYED NOTES 02.11 EXISTING STEAM LINE TO REMAIN 03.01 BACKFILL EXISTING LOADING BAY RECESSES AND TOP WITH CONCRETE 04.04 CMU CONTROL JOINT 05.01 NEW LANDING, STAIRS AND GUARDRAIL AND RAILING (POWDER COATED - COLOR TO BE SELECTED BY OWNER AND ARCHITECT.) 05.03 COLUMN WRAP PROTECTION - SENTRY CONCRETE WRAP CW0244-48 05.10 NEW MEZZANINE ABOVE 05.16 STEEL DOWNSPOUT PROTECTOR, RE: E1/AE521 06.04 INFILL WALLS WITH FRAMING AND GYP BD. FINISH TO MATCH EXISTING, TYP. 08.01 NEW OPENING IN EXISTING WALL 08.02 36" x 36" TUNNEL / FLOOR ACCESS HATCH W/ DETENTION LOCK 09.32 PAINTED, STRIPED WALKING PATH 10.21 ADA ACTUATOR 11.01 DUMPSTER LOCATION 11.02 AUTOMOTIVE LIFT, RE: INTERIOR FURNISHINGS AND EQUIPMENT PLANS AND SCHEDULES 11.03 12' X 16' STALL WITH 2" PAINTED STRIPING 11.04 12' X 18' STALL WITH 2" PAINTED STRIPING 11.05 CONCRETE WASH OUT. RE: INTERIOR FURNISHINGS AND EQUIPMENT PLANS AND SCHEDULES 21.01 EXISTING FIRE EXTINGUISHER CABINET 21.02 NEW, SURFACE-MOUNTED FIRE EXTINGUISHER 21.03 NEW SEMI-RECESSED EXTINGUISHER CABINET 22.08 FLOOR DRAIN, RE PLUMBING 22.09 HAND WASH SINK, RE: PLUMBING 22.10 EMERGENCY EYEWASH STATION, RE: PLUMBING 22.15 LAMBS TONGUE DRAIN / SECONDARY DRAINAGE, RE: PLUMBING 22.20 EXISTING ROOF DRAIN LINE 22.25 SALVAGED, RELOCATED SINK, RE: PLUMBING 26.01 TELEVISION MONITOR. OWNER FURNISHED OWNER INSTALLED. 1/8" = 1'-0"A1 Floor Plan - Level 1 0.90 in 0.67 in1.17 in UP DN 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE AE201 E1 AE201 B1 AE201D1 AE201 A1 A1 AE301 A1 AE301 B1 AE301 B1 AE301 D1 AE301 D1 AE301 MECH 202 HIGH BAY MEZZANINE 201 CE/CM STORAGE MEZZANINE 203 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AE424 B2 AE424 B1 203 AE422 E1 05.06 F3 F4 08.03 08.03 08.03 OPEN TO BELOW B3 C1 B5 A5 AE521 A5 AE521 AE411 A1 AE411 A3 AE421 D3 05.03 05.06 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 # : 12005 AE102 Floor Plan - Mezzanine 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Floor Plan - Mezzanine KEYED NOTES 05.03 COLUMN WRAP PROTECTION - SENTRY CONCRETE WRAP CW0244-48 05.06 MEZZANINE GAURDRAIL W/ GATE SECTION FOR FORKLIFT STORAGE ACCESS 08.03 3' x 8' SKYLIGHT - COORDINATE LOCATION WITH EXISTING ROOF TRUSSES, ELEC / STRUCT AND INTERIORS. VERIFY LOCATION W/ ARCHITECT BEFORE DEMOLITION AND INSTALLATION. 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 DRAWINGS 3 ALL EXPOSED INTERIOR COLUMNS TO BE PAINTED 4 ALL EXPOSED EXTERIOR STEEL TO BE GALVANIZED UNLESS NOTED OTHERWISE 5 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. 6 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OFOI, WITH OWNER 7 SEE SHEET SERIES AE500 FOR WALL AND ASSEMBLY TYPES 8 SEE SHEET SERIES AE600 FOR DOOR & WINDOW TYPES 9 ALL EXPOSED INTERIOR COLUMNS TO BE PAINTED WITH INTUMESCENT PAINT 10 SEE WALL SECTION SHEET SERIES AE310 FOR WALL TYPES AT SPECIFIED LOCATION 11 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS 12 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION 13 ALL DEMOLITION TO BE COORDINATED WITH PHASING PLAN SHEET GI103 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE F1 F1 03.01 F2 F2 F2 120' - 4 1/8"20' - 8"4' - 7 5/8"18' - 8 3/8"4' - 8"11' - 5 3/4"26' - 8"38' - 1 3/4"7' - 4"2' - 4"6' - 4"7' - 4"8' - 8"7' - 4"11' - 0" 03.01 03.0117' - 0"1' - 4"ALIGN100' - 0" 100' - 7" 100' - 0" 100' - 0" 100' - 0" 100' - 0" 100' - 0" 14' - 6 1/2"6 3/4"5' - 11"F1 D6 AE521 D6 AE521 99' - 10" 15' - 0" 12' - 6"2' - 10"25' - 7 1/2"F1 D5 AE521 99' - 10" F1 6" 6' - 3" 4' - 2"3' - 5"3' - 8"2' - 9"3' - 8"3' - 5"4' - 2"03.09 03.10 03.10 1' - 1 3/4"03.12 03.12 03.12 NEW CONCRETE IN THIS AREA. SEE DEMOLITION PLANS, STRUCTURAL, MECHANICAL AND PLUMBING. NOTE THAT SOME OF THE NEW CONCRETE IS OVER AN EXISTING TUNNEL. SEE SHEET AE100 AND STRUCTURAL NEW HATCH LOCATION SEE FLOOR PLANS AND DETAILS NEW FLOOR, SEE FLOOR TAG FOR TYPE SEE SHEET FOR FLOOR ASSEMBLIES FLOOR LEGEND AE501 NEW FLOOR, RECESS 2" FOR TILE TO SLOPE TO DRAINS SEE STRUCTURAL FOR CLARIFICATION 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 # : 12005 AE111 Slab Edge Plan 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents GENERAL NOTES - SLAB EDGE 1 COORDINATE SLAB EDGE PLANS WITH STRUCTURAL DRAWINGS 2 COORDINATE SLAB EDGE PLANS WITH MECHANICAL DRAWINGS FOR HOUSEKEEPING PADS, SIZE, AND EXACT LOCATION 3 COORDINATE SLAB EDGE PLANS WITH WALL TYPES FOR ACOUSTIC ISOLATION TREATMENTS 4 SLAB EDGE SHOWS MAIN AREAS OF CONCRETE SLAB ON GRADE, IT DOES NOT SHOW ALL LOCATIONS FOR PATCH AND REPAIR - COORDINATE THESE WITH MECHAINCAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS KEYED NOTES 03.01 BACKFILL EXISTING LOADING BAY RECESSES AND TOP WITH CONCRETE 03.09 CONCRETE STEP. VERIFY HEIGHT WITH FUTURE SURVEY AND CIVIL DRAWINGS. RE: STRUCTURAL 03.10 RECESSED SLAB AREA, RE: STRUCTURAL 03.12 SLAB TO ROLL OVER CONCRETE AT DOORS. 1/8" = 1'-0"A1 Slab Edge Plan - Level 1 UP UP UP 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE Not Enclosed ENGINES LAB 143 Not Enclosed AUTO STORAGE 142 Not Enclosed CE STORAGE 140 12140 SF AUTOMOTIVE SHOP 138 4039 SF HIGH BAY SHOP 137 2446 SF CM / CE LAB 132 81 SF VESTIBULE 101 572 SF AUTO TOOL ROOM 138B 45' - 0"32' - 0"36' - 0"40' - 0"33' - 0"28' - 0"28' - 0"32' - 0"28' - 0"28' - 0"33' - 0" 123 SF BREAK ROOM 130 121 SF OFFICE 129 120 SF OFFICE 128 120 SF OFFICE 127 28 SF FIRE RISER 132B 12' - 0"4' - 2"12' - 0"12' - 0"4' - 2"12' - 0"12' - 0"2' - 8"12' - 0"12' - 0"10' - 0"12' - 0"12' - 0"3' - 10"12' - 0"12' - 0"4' - 2"12' - 0"12' - 0" 16' - 0"16' - 0"12' - 0 3/8"29' - 7"16' - 0"45' - 5"20' - 8"20' - 8"25' - 4"39' - 4" PM8 PM8 PM8 PM8 PM12 PM8 PM12 PM8 PM8PM8 PS3b PS3b PS3bPS3b PS3b PS3b ES6a PM12 CURING CLOSET 137B CM/CE TOOL ROOM 132A STUDENT COLLABORATION 136 CORRIDOR 139 I.T. 135 OFFICE 133 OFFICE 134 CUSTODIAL 138A MECH 141 WOMEN'S 117 MEN'S 115 JANITOR 116 OFFICE 121 OFFICE 124 OFFICE 122 OFFICE 123 OFFICE 119 OFFICE 120 OFFICE 125 CORRIDOR 118 CORRIDOR 131 SEATING 126 OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.) CONFRENCE ROOM (N.I.C.) RECEPTION 102 OFFICEOFFICE (N.I.C.) OFFICE OPEN OFFICE 111 OFFICE 112 CORRIDOR 103 CONCRETE TOOLS 137A CM TOOL STORAGE 137C BREAK ROOM 111B VESTIBULE (N.I.C.) 111A PLUMBING CHASE TOOL BOX STORAGE 138C OFFICE (N.I.C.) 12' - 5 1/2"11' - 10 1/2"11' - 11"11' - 6 1/2"13' - 0 1/2"14' - 9 1/2"5' - 4"10' - 10"13' - 9"13' - 8 1/2"9' - 0 1/2"9' - 4 1/2"5' - 5"9' - 7 1/2"9' - 8"9' - 8"13' - 10 1/2" ALIGN 1' - 9 9/16" 10' - 3"14' - 2 1/2" 10' - 8 1/4"10' - 6"PS3b PS3b PS3b PS3b PS3b PS3b PS3b PS3b PS3b PS3b PS3b PS3b PS6b PS3b PS3a PS6b PS6b PS3b PS3bPM8 PM8 ALIGN PS6b 21' - 2 1/2"6' - 7" PS6b PS6a PS6a PS3b PS6b PS6b PS3b PS3b PS3b PM8 PM8 PM8 PM8PM8 PS3b ES6a PM8 9' - 8" PS3c PS3c 8' - 4"14' - 4"PS2a PS2a PS2a PS2a PM8 PS3a PM12 PM12 PM12 PM12 S1 PS3b PS3b 13' - 7" PM8 16' - 0"1/2"4' - 6"7' - 1"2' - 3"7' - 7"4' - 6 1/2"5' - 0 1/2"7' - 11 1/2"10" PS3b PS3b SF01 SF01SF013' - 10"8' - 2 1/2"11 1/2"10 1/2"2"20' - 0"7 7/8"21' - 11 3/4"22' - 3"6' - 6 7/8"8' - 4"2 1/2"60' - 4"8" 1' - 11" 11' - 4 3/4" PS3c 2' - 8"12' - 11"2' - 4 1/2"1' - 8"12' - 9" PS3d PS3d PM12 PS3e S2 S1 S2 S2 PS2a PS6b PS2a PS1a PS1a PS2a 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 # : 12005 AE121 Wall Type and Dim Plan - Level 1 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents GENERAL NOTES - DIM PLANS 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 ALL EXPOSED INTERIOR COLUMNS TO BE PAINTED WITH INTUMESCENT PAINT 4 ALL EXTERIOR STEEL TO BE GALVANIZED UNLESS NOTED OTHERWISE 5 SEE SHEET SERIES AE600 FOR DOOR AND WINDOW TYPES 6 SEE SHEET SERIES AE500 FOR WALL AND ASSEMBLY TYPES 7 WALL TYPES ARE TAGGED FOR LENGTH OF ENTIRE WALL RUN, UNLESS NOTED OTHERWISE 8 ALL DIMENSIONS ARE TO THE FACE OF METAL/WOOD STUD FRAMED WALLS OR TO THE FACE OF CONCRETE/MASONRY WALLS AS SHOWN, UNLESS NOTED OTHERWISE 9 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 10 ALIGN CENTERLINE OF ALL STRUCTURAL ELEMENTS ON RESPECTIVE GRID(S), UNLESS NOTED/DIMENSIONED OTHERWISE 1/8" = 1'-0"A1 Wall Type & Dim Plan - Level 1 NOTE - CMU WALLS WILL RUN TO DECK. GYP BOARD WALLS WILL RUN TO BOTTOM OF STRUCTURE IN THE WEST WING. WHERE GYP BOARD WALLS ARE IN SHOP SPACES, PROBABLY WILL BE CAPPED OFF WITH A CEILING AT APPROXIMATLEY 10 FEET. UP UP 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE25' - 5 1/8"22' - 0"3' - 5 1/8"10' - 3 5/8"11' - 8 3/8"7' - 8"10' - 4"4' - 0" OPEN TO BELOW OPEN TO BELOW MECH 202 HIGH BAY MEZZANINE 201 CE/CM STORAGE MEZZANINE 203 PM8 PM8PM8 PM8 PM8 PM8 PM8 PM8 PM8PM8 PM8 PS3d AE411 A1 AE411 A3 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 # : 12005 AE122 Wall Type and Dim Plan - Mezzanine 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Wall Type & Dim Plan - Level 2 JJJ 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM; ACP-01, RE: FINISH SCHEDULE CEILING LEGEND CL1 SUPPLY DIFFUSER, SEE MECHANICAL RECESSED LIGHT FIXTURE, SEE ELECTRICAL 2'x4' LIGHT FIXTURE, SEE ELECTRICAL GYPSUM BOARD ON SUSPENSION SYSTEM, PAINTED PNT-02; RE: FINISH SCHEDULE CL4 RETURN GRILLE, SEE MECHANICAL 2'x2' LIGHT FIXTURE, SEE ELECTRICAL 1'x4' LIGHT FIXTURE, SEE ELECTRICAL CL8 WOOD CLOUD ON SUSPENSION SYSTEM, RE: DETAIL 2'x8' ACOUSTIC PANEL; ACP-03, RE: FINISH SCHEDULE CL5 GYPSUM BOARD ON SUSPENSION SYSTEM WITH INSULATION ABOVE, PAINTED PNT-02; RE: FINISH SCHEDULE CL6 GYPSUM BOARD ON METAL FRAMING, PAINTED PNT-02; RE: FINIH SCHEDULE 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM WITH INSULATION ABOVE; ACP-01, RE: FINISH SCHEDULE CL2 CL7 GYPSUM BOARD ON METAL FRAMING WITH INSULATION ABOVE, PAINTED PNT-02; RE: FINISH SCHEDULE LIGHT FIXTURE, SEE ELECTRICAL 2'x4' ACOUSTIC PANEL; ACP-04, RE: FINISH SCHEDULE CL9 WOOD-LIKE, ALUMINUM PANELS -KNOTWOOD OR EQUAL EXPOSED STRUCTURE E 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE A1 AE301 A1 AE301 B1 AE301 B1 AE301 D1 AE301 D1 AE301 OPEN TO ABOVE SEE AE132 FOR LEVEL 2 CEILING PLAN SEE AE132 FOR LEVEL 2 CEILING PLAN OPEN TO ABOVE SEE AE132 FOR LEVEL 2 CEILING PLAN OPEN TO ABOVE SEE AE132 FOR LEVEL 2 CEILING PLAN ENGINES LAB 143 AUTO STORAGE 142CE STORAGE 140 AUTOMOTIVE SHOP 138 HIGH BAY SHOP 137 CM / CE LAB 132 VESTIBULE 101 BREAK ROOM 130 OFFICE 129 OFFICE 128 OFFICE 127 FIRE RISER 132B CURING CLOSET 137B CM/CE TOOL ROOM 132A STUDENT COLLABORATION 136 CORRIDOR 139 I.T. 135 OFFICE 133 OFFICE 134 CUSTODIAL 138A MECH 141 WOMEN'S 117 MEN'S 115 JANITOR 116 OFFICE 121 OFFICE 124 OFFICE 122 OFFICE 123 OFFICE 119 OFFICE 120 OFFICE 125 CORRIDOR 118 CORRIDOR 131 OFFICE (N.I.C.) 109 OFFICE (N.I.C.) 108 OFFICE (N.I.C.) 107 OFFICE (N.I.C.) 106 CONFRENCE ROOM (N.I.C.) 114 RECEPTION 102 OFFICE 104 OFFICE (N.I.C.) 105 OFFICE 110 OPEN OFFICE 111 OFFICE 112 CORRIDOR 103 CONCRETE TOOLS 137A CM TOOL STORAGE 137C CL6 8' - 0" CL2 8' - 0"CL2 8' - 0"CL2 8' - 0" CL2 8' - 0"CL2 8' - 0"CL2 8' - 0"CL2 8' - 0" CL2 8' - 0"CL2 8' - 0" CL2 8' - 0"CL2 8' - 0" CL2 8' - 10" CL2 8' - 10" CL2 8' - 0" CL6 8' - 0" CL5 8' - 0" CL5 8' - 0" CL7 8' - 0" CL1 8' - 0" CL1 8' - 0" CL1 8' - 0" CL4 8' - 0"CL4 8' - 0" SEE AE132 FOR LEVEL 2 CEILING PLAN TOOL BOX STORAGE 138C CL9 10' - 0" CL2 8' - 0" 26.02 26.02 26.02 26.02 08.03 CL9 10' - 0" 09.16 26.02 (TYP OF 5) 11.11 TYP TYP 8' - 6"16' - 2 1/2"TYP. 5 CORRIDOR 1313' - 8"3' - 7" 3' - 6"3' - 8"AE431 A1 AE431 A2 CL CL SOILS STORAGE AND COMPACTION 144 AUTO TOOL ROOM 138B AE431 A3 TYP. 3 26.02 TYP. 3 CL8 10' - 6" 7' - 6"EQ6' - 0"6' - 0"EQCL6 8' - 0" CL2 8' - 0" 26.02 26.02 26.02 26.02 26.02 26.02 26.02 26.02 26.02 26.02 26.02 26.02 09.164' - 3"5' - 0"5' - 0" 5' - 6"5' - 0" 5' - 0"5' - 6 1/4"5' - 0"5' - 0"3' - 9 5/8"09.25 09.25 09.25 08.06 08.06 EQ 6' - 0"EQ E E E E 12.05 12.05 12.05 12.0512.0512.05 12.05 08.0708.07 C3 AE522 C3 AE522 C3 AE522 C3 AE522 C3 AE522 C3 AE522 C3 AE522 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 # : 12005 AE131 Reflected Ceiling Plan - Level 1 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents GENERAL NOTES - CEILING 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 DRAWINGS 3 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION IN THE FIELD. CONTRACTOR SHALL CENTER GRIDS IN ROOMS, UNLESS NOTED OTHERWISE 4 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS, LAYOUT, AND QUANTITIES WITH MECHANICAL DRAWINGS. 5 VERIFY AND COORDINATE ALL ELECTRICAL FIXTURE, LIGHT, SMOKE DETECTOR, AND EXIT DEVICE LOCATIONS, LAYOUT, AND QUANTITIES WITH ELECTRICAL DRAWINGS 6 CONTRACTOR TO MAXIMIZE CEILNG HEIGHT DEPENDENT ON DUCTWORK LOCATIONS. 7 SEE SHEET SERIES AE530 FOR TYPICAL FIXTURE SUPPORT, CLIP ANGLES, AND SEISMIC BRACING DETAILS 8 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING WALLS; SEE SHEET SERIES AE500 KEYED NOTES 08.03 3' x 8' SKYLIGHT - COORDINATE LOCATION WITH EXISTING ROOF TRUSSES, ELEC / STRUCT AND INTERIORS. VERIFY LOCATION W/ ARCHITECT BEFORE DEMOLITION AND INSTALLATION. 08.06 NEW RIGID SUN TUNNEL / TUBE SKYLIGHT W/ BAFFLES - COORDINATE LOCATIONS W/ EXISTING ROOF TRUSSES AND LIGHTING. CENTER IN ROOM (BOTH WAYS). VERIFY LOCATION W/ ARCHITECT PRIOR TO INSTALLATION. RE: ELECTRICAL FOR BAFFLE INFORMATION 08.07 NEW RIGID SUN TUNNEL / TUBE SKYLIGHT W/ NO BAFFLES - COORDINATE LOCATIONS W/ EXISTING ROOF TRUSSES AND LIGHTING. VERIFY LOCATION W/ ARCHITECT PRIOR TO INSTALLATION. 09.16 NEW METAL SOFFIT AND SIDING. CANOPY FRAMING IS TO REMAIN. REMOVE AND REPLACE LIGHT FIXTURES, RE: ELECTRICAL 09.25 NEW SUSPENDED CEILING SYSTEM TO MATCH EXISTING, ADJACENT CEILING IN FINISH, COLOR, LAYOUT AND HEIGHT 11.11 AUTOMOTIVE EXHAUST SYSTEM, RE: MECHANICAL 12.05 ROLLER SHADE, RS-01; RE: FINISH SCHEDULE 26.02 LIGHT FIXTURE, RE: ELECTRICAL 1/8" = 1'-0"A1 Ceiling Plan - Level 1 J CR3 J CR3 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR2 J CR2 J CR1 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE A1 AE301 A1 AE301 B1 AE301 B1 AE301 D1 AE301 D1 AE301 EXISITNG GYPSUM CEILING A1 AE312 A1 AE312 09.11 TYP09.11 TYP 09.18 TYP TYP AUTOMOTIVE SHOP 138 MECH 202 HIGH BAY SHOP 137 CE/CM STORAGE MEZZANINE 203 CM / CE LAB 132 STUDENT COLLABORATION 145 AUTO TOOL ROOM 146 TOOL BOX STORAGE 138C SOILS STORAGE AND COMPACTION 144 CE STORAGE 140 MECH AND AUTO STORAGE 141 ENGINES LAB 143 08.03 TYP 08.03 TYP 08.03 TYP 09.26 09.26 E E E 26.02 TYP 11.11 TYP 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM; ACP-01, RE: FINISH SCHEDULE CEILING LEGEND CL1 SUPPLY DIFFUSER, SEE MECHANICAL RECESSED LIGHT FIXTURE, SEE ELECTRICAL 2'x4' LIGHT FIXTURE, SEE ELECTRICAL GYPSUM BOARD ON SUSPENSION SYSTEM, PAINTED PNT-02; RE: FINISH SCHEDULE CL4 RETURN GRILLE, SEE MECHANICAL 2'x2' LIGHT FIXTURE, SEE ELECTRICAL 1'x4' LIGHT FIXTURE, SEE ELECTRICAL CL8 WOOD CLOUD ON SUSPENSION SYSTEM, RE: DETAIL 2'x8' ACOUSTIC PANEL; ACP-03, RE: FINISH SCHEDULE CL5 GYPSUM BOARD ON SUSPENSION SYSTEM WITH INSULATION ABOVE, PAINTED PNT-02; RE: FINISH SCHEDULE CL6 GYPSUM BOARD ON METAL FRAMING, PAINTED PNT-02; RE: FINIH SCHEDULE 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM WITH INSULATION ABOVE; ACP-01, RE: FINISH SCHEDULE CL2 CL7 GYPSUM BOARD ON METAL FRAMING WITH INSULATION ABOVE, PAINTED PNT-02; RE: FINISH SCHEDULE LIGHT FIXTURE, SEE ELECTRICAL 2'x4' ACOUSTIC PANEL; ACP-04, RE: FINISH SCHEDULE CL9 WOOD-LIKE, ALUMINUM PANELS -KNOTWOOD OR EQUAL EXPOSED STRUCTURE 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 # : 12005 AE132 Reflected Ceiling Plan - Mezzanine 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Ceiling Plan - Level 2 KEYED NOTES 08.03 3' x 8' SKYLIGHT - COORDINATE LOCATION WITH EXISTING ROOF TRUSSES, ELEC / STRUCT AND INTERIORS. VERIFY LOCATION W/ ARCHITECT BEFORE DEMOLITION AND INSTALLATION. 09.11 2'X8' ACOUSTICAL PANEL ACP-03, RE: FINISH SCHEDULE 09.18 2'X4' ACOUSTIC PANEL ACP-04, RE: FINISH SCHEDULE 09.26 EXISTING PAINTED PLYWOOD CEILING TO REMAIN 11.11 AUTOMOTIVE EXHAUST SYSTEM, RE: MECHANICAL 26.02 LIGHT FIXTURE, RE: ELECTRICAL GENERAL NOTES - CEILING 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 DRAWINGS 3 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION IN THE FIELD. CONTRACTOR SHALL CENTER GRIDS IN ROOMS, UNLESS NOTED OTHERWISE 4 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS, LAYOUT, AND QUANTITIES WITH MECHANICAL DRAWINGS. 5 VERIFY AND COORDINATE ALL ELECTRICAL FIXTURE, LIGHT, SMOKE DETECTOR, AND EXIT DEVICE LOCATIONS, LAYOUT, AND QUANTITIES WITH ELECTRICAL DRAWINGS 6 CONTRACTOR TO MAXIMIZE CEILNG HEIGHT DEPENDENT ON DUCTWORK LOCATIONS. 7 SEE SHEET SERIES AE530 FOR TYPICAL FIXTURE SUPPORT, CLIP ANGLES, AND SEISMIC BRACING DETAILS 8 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING WALLS; SEE SHEET SERIES AE500 TAPERED RIGID INSULATION, SEE SHEET SERIES AE140 FOR CRICKET DESIGN REQUIREMENTS ROOF LEGEND CRICKET DESIGN REQUIREMENTS LENGTH TO WIDTH RATIOS & VALLEY SLOPES 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE AE201 E1 AE201 B1 AE201D1 AE201 A1 A1 AE301 A1 AE301 B1 AE301 B1 AE301 D1 AE301 D1 AE301 3/8" / 12"27' - 0" 23' - 0"28' - 0"24' - 0"32' - 0"8' - 0"52' - 0"24' - 0"19' - 0" 28' - 0"20' - 0"28' - 0"28' - 0"28' - 0"32' - 0"EXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPEEXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE25' - 11"1/2" / 12"AE60145' - 3"1/2" / 12"1/2" / 12" 1/2" / 12"1/2" / 12"1/2" / 12" AE6017 R1R1 08.03 08.07 3' - 0"8' - 0"08.03 22.13 22.13 08.03 1/4" / 12"1/4" / 12"1/4" / 12" 08.07 08.0608.06 07.02 07.02 07.02 07.02 07.02 07.02 07.02 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 23.01 TYP 3' - 0"TYP8' - 0"08.03 25' - 0 3/4"2' - 11 1/4"9' - 10"8' - 0"10' - 2" 6' - 0"2' - 9"14' - 9 3/4"19' - 3 3/4"4' - 6 3/4"23.01 23.01 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 # : 12005 AE141 Roof Plan 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents GENERAL NOTES - ROOF 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 DRAWINGS 3 CRICKET AT ALL MECHANICAL ITEMS, SKYLIGHTS, ROOF HATCHES; 1/4" PER FOOT BACKSLOPE MINIMUM 4 SEE BUILDING AND WALL SECTIONS FOR ADDITIONAL ROOF DETAILS; SEE SHEET SERIES AE500 FOR ROOF ASSEMBLY CONSTRUCTION 5 ROOF/OVERFLOW DRAIN LOCATIONS SHOWN ARE APPROXIMATE; EXACT LOCATIONS SHALL BE DETERMINED IN FIELD. ROOF/OVERFLOW DRAINS TO BE PLACED TO ONE SIDE OF STRUCTURAL ELEMENT (IF EXISTS) AND INSTALLED AT LOWEST POINT 6 ALL GIVEN DECK BEARING POINTS ARE AT GRID LINE LOCATIONS UNLESS NOTED OTHERWISE KEYED NOTES 07.02 NEW PVC WALKWAY MEMBRANE TO BE WELDED TO EXISTING FIELD MEMBRANE 08.03 3' x 8' SKYLIGHT - COORDINATE LOCATION WITH EXISTING ROOF TRUSSES, ELEC / STRUCT AND INTERIORS. VERIFY LOCATION W/ ARCHITECT BEFORE DEMOLITION AND INSTALLATION. 08.06 NEW RIGID SUN TUNNEL / TUBE SKYLIGHT W/ BAFFLES - COORDINATE LOCATIONS W/ EXISTING ROOF TRUSSES AND LIGHTING. CENTER IN ROOM (BOTH WAYS). VERIFY LOCATION W/ ARCHITECT PRIOR TO INSTALLATION. RE: ELECTRICAL FOR BAFFLE INFORMATION 08.07 NEW RIGID SUN TUNNEL / TUBE SKYLIGHT W/ NO BAFFLES - COORDINATE LOCATIONS W/ EXISTING ROOF TRUSSES AND LIGHTING. VERIFY LOCATION W/ ARCHITECT PRIOR TO INSTALLATION. 22.13 ROOF DRAIN, RE: PLUMBING 23.01 MECHANICAL EQUIPMENT RE: MECHANICAL 1/8" = 1'-0"A1 Roof Plan Level 1 100' -0" T.O. Upper Wall 121' -4" BC Level 2 110' -4" ADE A1 AE301 A1 AE301 B1 AE301 B1 AE301 SF08 138.2 138.3SF04 132.2 SF01SF01 131 Mezzanine Level 109' -4" 26.02 26.02 26.02 26.02 26.0226.02 26.0226.02 09.29 09.29 09.29 09.29 09.29 09.28 09.28 09.28 09.28 09.28 09.2809.2804.03 04.0304.03 04.07 Level 1 100' -0" T.O. Upper Wall 121' -4" B C Level 2 110' -4" A D EA1 AE301 A1 AE301 Top of Lower Wall 114' -0" B1 AE301 B1 AE301 SF06 05.01 Mezzanine Level 109' -4" 138.6SF09 22.15 05.15 26.02 26.02 26.02 09.29 09.2909.29 09.29 09.28 09.31 09.31 09.31 09.29 03.06 05.07 09.27 09.29 09.27 32.06 04.03 32.06 09.30 04.03 26.0226.02 AE521 B4 04.07 Level 1 100' -0" T.O. Upper Wall 121' -4" 234567 18 D1 AE301 D1 AE301 140.1 141142.2 138.5 138.4 04.03 26.02 26.02 26.0226.0226.0226.02 26.02 09.27 09.27 09.27 09.2909.2909.29 09.27 09.29 09.27 09.29 09.27 09.2809.28 09.28 05.14 22.15D6 AE521 D5 AE521 09.29 05.1505.01 32.06 Level 1 100' -0" T.O. Upper Wall 121' -4" 2 3 4 5 6 7 Level 2 110' -4" 1 8 D1 AE301 D1 AE301 SF01 Mezzanine Level 109' -4" A3 AE511 09.2809.27 09.27 09.28 09.29 09.29 09.29 09.29 09.29 09.28 09.2809.29 09.29 09.27 09.27 09.27 09.27 09.27 09.27 22.15 NORTH SIDE 26.02 26.02 26.02 00.01 09.27 09.27 09.27 09.27 09.29 09.29 09.28 09.30 04.05 09.28 09.2809.28 09.28 26.02 09.27 09.28 09.29 GENERAL NOTES A. ALL EXPOSED STRUCTURAL EXTERIOR STEEL SHALL BE GALVANIZED WITHOUT CHROMATE COATING, SHOP PRIMED WITH HIGH PERFORMANCE COATING B. SEE SHEET SERIES AE500 FOR WALL AND ASSEMBLY TYPES C. SEE SHEET SERIES AE600 FOR DOOR AND WINDOW TYPES D. 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 E. DO NOT SCALE THE DRAWINGS F. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED G. SEE SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION H. EXISTING PLANTS AND TREES ARE NOT REPRESENTED IN THE EXTERIOR ELEVATIONS. OWNER WILL PROVIDE ANY TREE RELOCATION OR TRIMMING THAT IS NEEDED. COORDINATE WITH OWNER J.ALL SMOOTH EXISTING AND INFILL CMU BLOLCK WILL BE PAINTED. COLORS TO BE SELECTED BY ARCHITECT AND 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 # : 12005 AE201 Exterior Elevations 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents KEYED NOTES 00.01 ADA PUSH PLATE ACTUATOR, RE: ELECTRICAL AND ARCHITECTURAL 03.06 PRECAST CONCRETE CAP 04.03 INFILL WITH SALVAGED CMU - MATCH ADJACENT (WHERE APPLIES), RE: DIMENSION PLANS AND WALL TYPES 04.05 4" THICK SPLIT-FACE CMU BLOCK TO MATCH EXISTING, ADJACENT 04.07 NEW, FLUTED BLOCK TO MATCH EXISTING OR USED FROM SALVAGED BLOCK 05.01 NEW LANDING, STAIRS AND GUARDRAIL AND RAILING (POWDER COATED - COLOR TO BE SELECTED BY OWNER AND ARCHITECT.) 05.07 NEW COLUMN, PRIME IN FACTORY AND PAINT IN FIELD. COLOR TO BE SELECTED BY OWNER AND ARCHITECT, RE: STRUCT 05.14 STEEL ANGLE AT MASONRY OPENING, PAINT TO MATCH ADJACENT CMU, RE: STRUCTURAL 05.15 NEW 6" DIAMETER STEEL BOLLARD (CONCRETE FILLED / CONCRETE DOME TOP), PAINT (COLOR TO BE SELECTED BY OWNER / ARCHITECT) 09.27 FLUTED, SPLIT FACE CMU - NO PAINT 09.28 PAINT ALL LOWER, EXISTING OR NEW RECESSED CMU FIELD COLOR "A" - COLOR TO BE SELECTED BY OWNER AND ARCHITECT 09.29 PAINT ALL UPPER, SMOOTH CMU BLOCK FIELD COLOR "B" - COLOR TO BE SELECTED BY OWNER AND ARCHITECT 09.30 ACM PANEL SYSTEM 09.31 EXISTING MATERIALS / COLORS TO REMAIN 22.15 LAMBS TONGUE DRAIN / SECONDARY DRAINAGE, RE: PLUMBING 26.02 LIGHT FIXTURE, RE: ELECTRICAL 32.06 NEW CHAINLINK FENCE, RE: SITE PLAN 1/8" = 1'-0"D1 South Exterior Elevation 1/8" = 1'-0"E1 North Exterior Elevation 1/8" = 1'-0"B1 East Exterior Elevation 1/8" = 1'-0"A1 West Exterior Elevation ASSEMBLY TYPES ROOF R1 F2 F3 F4 FLOOR 6" CONCRETE CONCRETE ON 1 1/2" METAL DECK (5 1/4" TOTAL THICKNESS) CONCRETE (5 1/4" THICK) 5" RIGID INSULATION ON 1 1/2" METAL DECK NOTE: SEE AE500 SHEET SERIES FOR COMPLETE ASSEMBLY TYPES Level 1 100' -0" T.O. Upper Wall 121' -4" 2 3 4 5 6 7 Level 2 110' -4" 1 8 D1 AE301 AE312 A1 HIGH BAY SHOP 137 CORRIDOR 139 MECH 202 CM / CE LAB 132 CE/CM STORAGE MEZZANINE CM/CE TOOL ROOMI.T. STUDENT COLLABORATION CURING CLOSET HIGH BAY MEZZANINE F3 F4 Mezzanine Level 109' -4" Level 1 100' -0" T.O. Upper Wall 121' -4" B C Level 2 110' -4" A D E Top of Lower Wall 114' -0" B1 AE301 A1 AE312 AUTOMOTIVE SHOP 138 CORRIDOR 139 MECH 202 WOMEN'S 117 JANITOR 116 MEN'S 115 CORRIDOR 131 VESTIBULE 101 AE311 A1 AE311 A2 R1 F1 Mezzanine Level 109' -4" AE311 A3 Level 1 100' -0" T.O. Upper Wall 121' -4" 2 3 4 5 6 71 8 D1 AE301 TOOL BOX STORAGE 138C AUTO TOOL ROOM 138B AUTOMOTIVE SHOP 138 AE522 C3 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 # : 12005 AE301 Building Sections 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents KEYED NOTES 1/8" = 1'-0"A1 Building Section 1/8" = 1'-0"D1 Building Section 1/8" = 1'-0"B1 Building Section ASSEMBLY TYPES ROOF R1 F2 F3 F4 FLOOR 6" CONCRETE CONCRETE ON 1 1/2" METAL DECK (5 1/4" TOTAL THICKNESS) CONCRETE (5 1/4" THICK) 5" RIGID INSULATION ON 1 1/2" METAL DECK NOTE: SEE AE500 SHEET SERIES FOR COMPLETE ASSEMBLY TYPES Level 1 100' -0" T.O. Footing 96' -0" R1 ES6a AE521 A3 AE511 C1 AE531 C1 Level 1 100' -0" T.O. Upper Wall 121' -4" A AE521 A4 F1 R1 Level 1 100' -0" E Top of Lower Wall 114' -0" AE511 A2 02.36 09.02 05.07 05.08 09.02 05.09 R1 07.01 03.06 02.38 AE511 A1 02.39 26.04 26.04 AE511 A3 09.02 02.39 02.41 02.41 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 # : 12005 AE311 Wall Sections 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents KEYED NOTES 02.36 EXISTING STOREFRONT / DOOR SYSTEM TO REMAIN 02.38 EXISTING EXTERIOR WALL TO REMAIN 02.39 EXISTING FOUNDATION TO REMAIN 02.41 EXISTING STEAM TUNNEL TO REMAIN 03.06 PRECAST CONCRETE CAP 05.07 NEW COLUMN, PRIME IN FACTORY AND PAINT IN FIELD. COLOR TO BE SELECTED BY OWNER AND ARCHITECT, RE: STRUCT 05.08 NEW BEAM, RE: STRUCT 05.09 NEW ROOF FRAMING, RE: STRUCT 07.01 ROOF / OVERFLOW DRAIN, RE: ROOF PLAN AND PLUMB. 09.02 GYP BOARD CEILING, RE: RCP 26.04 RECESSED LIGHTING, RE: ELECTRICAL 3/4" = 1'-0"A1 Wall Section 3/4" = 1'-0"A2 Wall Section 3/4" = 1'-0"A3 Entry Canopy Section ASSEMBLY TYPES ROOF R1 F2 F3 F4 FLOOR 6" CONCRETE CONCRETE ON 1 1/2" METAL DECK (5 1/4" TOTAL THICKNESS) CONCRETE (5 1/4" THICK) 5" RIGID INSULATION ON 1 1/2" METAL DECK NOTE: SEE AE500 SHEET SERIES FOR COMPLETE ASSEMBLY TYPES Level 1 100' -0" Level 2 110' -4" Top of Lower Wall 114' -0" Mezzanine Level 109' -4" F4 CL6 04.08 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 # : 12005 AE312 Wall Sections 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents KEYED NOTES 04.08 CMU TOP OF WALL - STRUCTURE ATTACHMENT, RE: C1/SE-511 3/4" = 1'-0"A1 Section at Interior CMU Wall F WOMEN'S 117 MEN'S 115 JANITOR 116 AE401 D3 AE401 C3 C5 C1 E4 E3 AE401 B4 B5 C2 D4 D4 AE521 115 116 117 22.03 10.10 09.08 10.14 22.0710.06 CL CL CL CL CL CL TYP. 3 TYP. 2 TYP. 3 10.08 TYP. 3 7' - 0"09.03 A3 AE572 TYP IN FOREGROUND A4 AE572 TYP 1' - 6"5' - 1"3' - 1"3' - 1"3' - 1"3' - 1" 10.09 3' - 10" 10.07 10.11 10.15 CL 09.08 09.03 7' - 0"3' - 4" CL A3 AE572 TYP CLCLCLCLCL 10.01 10.05 TYP. 5 10.03 TYP. 5 TYP. 2 09.03 05.04 09.09 7' - 0"2' - 10"3' - 2"3' - 10"10.17 TYP. 5 1' - 0" 1' - 0"1' - 0" 1' - 0" 1' - 7" EQ 2' - 6"2' - 6"2' - 6"2' - 6"EQ CL CL CL CL CL 2' - 6"2' - 6"2' - 6"2' - 6"4' - 4" 7' - 6"1' - 8" CL CL A1 AE901 TYP A3 AE572 TYP D1 AE571 TYP AE571 D4 TYP. 12.01 09.08 TYP. 6 116.1 4' - 0"22.01 09.03 2' - 3 1/2" 22.0109.13 1' - 1"06.06 08.02 26.02 2' - 3 1/2"4' - 0"22.01 09.03 22.10 06.06 1' - 1"09.13 EQEQ 10.05 TYP. 5 10.03 TYP. 42' - 10"TYP. 2 12.01 1' - 8"7' - 5 113/256" 10.01 7' - 0"09.08 09.0309.09 05.04 3' - 2"CL CL 2' - 6"2' - 6"2' - 6"2' - 6"4' - 4" CL CL CL CL CL 10.17 TYP. 5 1' - 0" 1' - 0"1' - 0" 1' - 0" 1' - 7"3' - 10"EQ 2' - 6"2' - 6"2' - 6"2' - 6"EQ A3 AE572 TYP D1 AE571 TYP A1 AE901 TYP AE571 D4 TYP. TYP. 6 22.03 10.06 09.08 10.10 10.08 TYP.6 TYP.6 CL CL CL CL CL CL 09.03 7' - 0"1' - 6"5' - 1"3' - 1"3' - 1"3' - 1"3' - 1"A3 AE572 TYP IN FOREGROUND A4 AE572 TYP CL CL 10.13 10.07 2' - 1"1' - 2" CL 09.03 7' - 0"10.15 3' - 10" A3 AE572 TYP 09.08 AE401 B2 B3 CUSTODIAL 138A 4' - 0"1' - 1"22.01 09.23 06.062' - 4" 26.02 04.02 22.01 09.23 1' - 1"4' - 0"06.06 2' - 4" 04.02 115 7' - 0"09.08 09.03 A3 AE572 TYP 117 09.08 09.03 7' - 0"A3 AE572 TYP NEW & EXISTING WALL LEGEND NEW CMU INFILL TO MATCH EXISTING CMU WALL EXISTING CMU WALL NEW CMU 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 # : 12005 AE401 Enlarged Plans & Interior Elevations 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 WALLCOVERING GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 PAINT CMU WALLS CLEANLY TO GROUND KEYED NOTES 04.02 NEW CMU WALL - MATCH EXISTING 05.04 HOT ROLLED STEEL, MP-01; RE: FINISH SCHEDULE 06.06 FIBER-GLASS REINFORCED PANEL, FRP-01; RE: FINISH SCHEDULE 08.02 36" x 36" TUNNEL / FLOOR ACCESS HATCH W/ DETENTION LOCK 09.03 FIELD PAINT, PNT-01 RE: FINISH SCHEDULE 09.08 TILE TL-02, RE: FINISH SCHEDULE 09.09 TILE TL-03, RE: FINISH SCHEDULE 09.13 RUBBER BASE, RB-01; RE: FINISH SCHEDULE 09.23 EPOXY PAINT, PNT-06, RE: FINISH SCHEDULE 10.01 MIRROR, RE: ACCESSORY SCHEDULE 10.03 SOAP DISPENSER WALL MOUNTED, RE: ACCESSORY SCHEDULE 10.05 PAPER TOWEL DISPENSER, RE: ACCESSORY SCHEDULE 10.06 TOILET PARTITION, RE: ACCESSORY SCHEDULE 10.07 BABY CHANGING STATION, RE: ACCESSORY SCHEDULE 10.08 TOILET SEAT COVER DISPENSER, RE: ACCESSORY SCHEDULE 10.09 18" GRAB BAR, RE: ACCESSORY SCHEDULE 10.10 36" GRAB BAR, RE: ACCESSORY SCHEDULE 10.11 42" GRAB BAR, RE: ACCESSORY SCHEDULE 10.13 SANITARY NAPKIN DISPOSAL, RE: ACCESSORY SCHEDULE 10.14 URINAL PARTITION, RE: ACCESSORY SCHEDULE 10.15 TOILET TISSUE DISPENSER, RE: ACCESSORY SCHEDULE 10.17 COAT HOOK, RE; ACCESSORY SCHEDULE 12.01 QUARTZ, QTZ-01 RE: FINISH SCHEDULE 22.01 MOP SINK, RE: PLUMBING 22.03 TOILET FIXTURE, RE: PLUMBING 22.07 URINAL, RE: PLUMBING 22.10 EMERGENCY EYEWASH STATION, RE: PLUMBING 26.02 LIGHT FIXTURE, RE: ELECTRICAL 3/8" = 1'-0"D1 Enlarged Plan - Restroom 1/4" = 1'-0"C1 Men's Restroom - Elev 1 1/4" = 1'-0"C5 Men's Restroom - Elev 4 1/4" = 1'-0"C3 Men's Restroom - Elev 3 1/4" = 1'-0"B5 Janitor - Elev 2 1/4" = 1'-0"B4 Janitor - Elev 1 1/4" = 1'-0"D3 Women's Restroom - Elev 1 1/4" = 1'-0"E3 Women's Restroom - Elev 3 1/4" = 1'-0"E4 Women's Restroom - Elev 4 3/8" = 1'-0"B1 Enlarged Plan - Custodial 1/4" = 1'-0"B2 Custodial - Elev 1 1/4" = 1'-0"B3 Custodial - Elev 2 1/4" = 1'-0"D4 Men's Restroom - Elev 2 1/4" = 1'-0"C2 Women's Restroom - Elev 2 4 B1 AE411 16 TREADS @ 11" = 14' - 8" D1 AE411 3' - 0"11"1' - 0" 6 C B3 AE411 D3 AE411 16 TREADS @ 11" = 14' - 8"4' - 0"STRINGER ATTACHED TO WALL B 1 B5 AE411 VERIFY WITH GRADING 6 TREADS @ 11" = 5' - 6"WIDTHMATCH EXISTINGLevel 1 100' -0" 4 Mezzanine Level 109' -4" AE521 C3 AE521 C1 AE521 C2 AE521 B2 17 RISERS @ 6 5/8" = 9' - 4"Level 1 100' -0" C Mezzanine Level 109' -4" C4 AE521 3' - 0" 1' - 0" 1' - 0"3' - 0"AE521 C1 AE521 C2 AE521 C3 17 RISERS @ 6 5/8" = 9' - 4"Level 1 100' -0" B 3' - 0"3' - 6"03.11 Level 1 100' -0" C Mezzanine Level 109' -4" AE521 B4 AE521 C2 AE521 C1 AE521 C317 RISERS @ 6 5/8" = 9' - 4"SIM Level 1 100' -0" 4 Mezzanine Level 109' -4"17 RISERS @ 6 5/8" = 9' - 4" 1' - 0"3' - 0"3' - 6"AE521 B4 AE521 C2 AE521 C1 AE521 C3 SIM 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 # : 12005 AE411 Stair Plans & Sections 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/4" = 1'-0"A1 High Bay Mezzanine Stair 1/4" = 1'-0"A3 CM/CE Lab Stair 1/4" = 1'-0"A5 North Entry Stair 1/2" = 1'-0"B1 High Bay Mezzanine Stair Section A 1/2" = 1'-0"B3 CM/CE Lab Stair Section A 1/2" = 1'-0"B5 North Entry Stair Section 1/2" = 1'-0"D3 CM/CE Lab Stair Section B 1/2" = 1'-0"D1 High Bay Mezzanine Stair Section B IN FOREGROUND 09.03 09.21 OPEN TO BEYOND OPEN TO BEYOND 8' - 0"TYP. 3 A3 AE571 TYP TYP. 26.02 A1 AE522 TYP 9' - 9 3/8" 06.01 09.05 26.06 3' - 6"4' - 6"2' - 10"115 116 117 IN BACKGROUND 103 7' - 4"09.09 FULL TILE09.03 09.03 22.05 09.21 TYP. TYP. C 26.02 TYP. 3 A5 AE572 TYP A3 AE572 TYP IN BACKGROUND A 09.05 06.01 06.01 09.14 09.13 05.046' - 6"1' - 6"1' - 6"(TYP. 6)34"222222222 FILLER 29 1/2"36"36"FILLER 06.0112.01 4"1' - 0"4"1' - 0"4"1' - 0"4"1' - 0"4"1' - 0"9' - 9 3/8"1' - 11 7/8" A5 AE571 8"4"EQ SEAM LOCATION EQEQ 09.20 26.02 23.01 26.02 13' - 4"26.09 22.22 22.2122.21 OPEN TO BEYOND 09.05 05.04 B8' - 0"2' - 1 1/2" 09.03 09.131' - 6"10.18 06.01 12.015' - 2"CL CL EQ EQ IN FOREGROUND CL 5' - 0"CL11.06 06.01 GI004 D5 GI004 D2 09.19 26.02 TYP. 5' - 6 1/2" 23.01 TYP. B1 AE522 TYP 09.05 09.03 06.01 96"13' - 4"99" A4 AE901 04.01 09.13 26.02 23.01 23.01 26.05 TYP. 22.22 TYP. 09.20 137.1 06.01 05.04 09.03 09.05 6' - 6"1' - 6"1' - 6"09.13 09.1413' - 4"26.02 12' - 9 1/2" A5 AE571 EQ SEAM LOCATION EQ EQ 2' - 1 1/2"ALIGN WITH EDGE OF MILWORK11' - 0"10' - 8"10' - 2"11' - 7"D2 AE571 TYP TYP. 17' - 10"2' - 1" 1' - 0" 2' - 6"8' - 0"A1 AE571 TYP GI004 D4 23.01 26.02 TYP.34"30"18"254 222 301 302 48"24" 24"48" 302 152 48" 48" 06.01 12.01 06.01 09.03 11.07 18"FILLER FILLER 12.01 22.12 09.20 11.10 OPEN TO BEYOND 09.13 09.15 26.03 BOPEN TO BEYOND 05.04 10.16 09.03 09.136' - 5"EQ 8' - 0"12' - 0"9"6' - 5"TYP. TYP. A4 AE571 A4 AE571 EQ 4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"9"EQ EQ FILLER 21"21"21" 211 211 254 301301301301301301 21"21"21"21"21"12"FILLER 06.02 12.01 06.02 09.03 34"20"30"09.13 FILLER 11.09 11.10 TYP. 12.01 09.20 38"21"36"FILLER 301 302 301 FILLER 36" FILLER 21"36"12"FILLER 254 152 302 12"18"30"20"34"06.02 09.03 06.02 11.07 22.12 TYP. 12.0112.01 09.20 FILLER 21"21"21"54"30"301 301 301 06.02 09.03 09.13 NEW & EXISTING WALL LEGEND NEW CMU INFILL TO MATCH EXISTING CMU WALL EXISTING CMU WALL NEW CMU WALL 04.01 04.02 26.02 4' - 0"1' - 0"6"6"6"6"6"6"6"6"6"6"6"6"6"6"1' - 0" 10.17 TYP. 15 09.23 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 # : 12005 AE421 Interior Elevations 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 WALLCOVERING GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 PAINT CMU WALLS CLEANLY TO GROUND KEYED NOTES 04.01 EXISTING CMU WALL 04.02 NEW CMU WALL - MATCH EXISTING 05.04 HOT ROLLED STEEL, MP-01; RE: FINISH SCHEDULE 06.01 PLASTIC LAMINATE; PL-01; RE: FINISH SCHEDULE 06.02 PLASTIC LAMINATE; PL-02 RE: FINISH SCHEDULE 09.03 FIELD PAINT, PNT-01 RE: FINISH SCHEDULE 09.05 ACCENT PAINT, PNT-03 RE: FINISH SCHEDULE 09.09 TILE TL-03, RE: FINISH SCHEDULE 09.13 RUBBER BASE, RB-01; RE: FINISH SCHEDULE 09.14 UPHOLSTERY, FB-01; RE: FINISH SCHEDULE 09.15 WALL GRAPHIC, LEVEL 5 FINISH 09.19 CEILING CLOUD, SEE DETAIL A5/AE531 & A3/AE531 09.20 RUBBER BASE, RB-02 RE: FINISH SCHEDULE 09.21 CARPET BASE, CB-01 RE: FINISH SCHEDULE 09.23 EPOXY PAINT, PNT-06, RE: FINISH SCHEDULE 10.16 TACK BOARD DISPLAY, RE: ACCESSORY SCHEDULE 10.17 COAT HOOK, RE; ACCESSORY SCHEDULE 10.18 GLASS MARKER BOARD; RE: FINISH SCHEDULE 11.06 TELEVISION MONITOR; RE: ACCESSORY SCHEDULE 11.07 REFRIGERATOR, RE: APPLIANCE SCHEDULE 11.09 COPY MACHINE, OWNER PROVIDED OWNER INSTALLED 11.10 MICROWAVE, RE: APPLIANCE SCHEDULE 12.01 QUARTZ, QTZ-01 RE: FINISH SCHEDULE 22.05 ADA DRINKING FOUNTAIN, RE: PLUMBING 22.12 UNDERMOUNT SINK, RE: PLUMBING 22.21 STEAM PIPES, RE: PLUMBING 22.22 WATER LINE, RE: PLUMBING 23.01 MECHANICAL EQUIPMENT RE: MECHANICAL 26.02 LIGHT FIXTURE, RE: ELECTRICAL 26.03 ELECTRICAL OUTLET, RE: ELECTRICAL 26.05 ELECTRICAL PANEL, RE: ELECTRICAL 26.06 EXIT SIGN, RE: ELECTRICAL 26.09 ELECTRICAL CONDUIT, RE: ELECTRICAL 1/4" = 1'-0"B4 Seating - Elev 1 1/4" = 1'-0"A1 Seating - Elev 2 1/4" = 1'-0"C1 Student Collaboration - Elev 1 1/4" = 1'-0"C2 Student Collaboration - Elev 2 1/4" = 1'-0"C4 Student Collaboration - Elev 3 1/4" = 1'-0"D1 Student Collaboration - Elev 4 1/4" = 1'-0"A5 Breakroom 144 1/4" = 1'-0"B1 Corridor - Elev 1 1/4" = 1'-0"B2 Corridor - Elev 2 1/4" = 1'-0"A3 Breakroom 130 - Elev 2 1/4" = 1'-0"A2 Breakroom 130 - Elev 1 1/4" = 1'-0"A4 Breakroom 130 - Elev 3 1/4" = 1'-0"D3 Tool Room 09.23 203 22.04 TYP. 2 IN FOREGROUND 38"30"18"48"15' - 0" 32"32"29"29"29"29" 12.03 12.0212.02 TYP. 6 04.02 26.02 23.02 12.03 TYP. 2 4' - 0"4' - 0" 7' - 0" 3' - 3" 2' - 0"09.13 09.13 TYP. A3 AE901 TYP 22.23 22.22 TYP. 22.05 22.04 09.23 TYP. 3 137A IN FOREGROUND04.03 04.01 09.13 09.23 26.03 TYP. 23.01TYP. 26.02TYP. A A A A 22.23 TYP. 22.22 TYP. 26.09TYP. 132B 12.0222.10IN FOREGROUND 09.23 34"48" 142 22.14 06.02 09.13 04.03 04.01 21.01 23.01 26.02 23.02 TYP.11.12 26.05 22.05 26.05 23.01 TYP. TYP. TYP. TYP. 09.24 24' - 3"8' - 0"09.23 22.22 22.24 22.22 22.23 26.10 SF04 132.2 IN FOREGROUND12.03 12.02 TYP. TYP. 7 09.13 24"24"29"36"36"36"36"36"36"36" 6' - 5"21' - 0"36"36"04.01 12.02 12.03 TYP. 2 100 26.06 26.03 TYP. 09.23 09.13 26.02 TYP. 23.01 TYP. 22.10IN FOREGROUND 36"36"36"12.03 12.02 TYP. 09.13 12.02 04.02 26.06 23.01 26.02 TYP. D114 23.01 09.23 09.13 26.02 D115 A AA A 09.23 137.2 137.3 IN BACKGROUND 30"30"30"30"30"30"30"30" 20' - 0"36"12.03 TYP. 8 36"34"34"34" 8' - 6"12.03 TYP. 3 12.04 12.04 09.23 TYP. AE521 A5 04.02 04.01 09.1309.13 23.01 26.0226.02 TYP. 03.08 23.0123.01 137B 137.1 AE521 B2 05.03 04.02 03.08 23.0126.02 TYP.TYP. AE521 B1 AE521 B1 09.13 26.07 26.0626.03 TYP. 09.23 26.02 04.04 03.08 03.08 NEW & EXISTING WALL LEGEND NEW CMU INFILL TO MATCH EXISTING CMU WALL EXISTING CMU WALL NEW CMU 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 # : 12005 AE422 Interior Elevations 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents KEYED NOTES 03.08 EXISTING CONCRETE COLUMN 04.01 EXISTING CMU WALL 04.02 NEW CMU WALL - MATCH EXISTING 04.03 INFILL WITH SALVAGED CMU - MATCH ADJACENT (WHERE APPLIES), RE: DIMENSION PLANS AND WALL TYPES 04.04 CMU CONTROL JOINT 05.03 COLUMN WRAP PROTECTION - SENTRY CONCRETE WRAP CW0244-48 06.02 PLASTIC LAMINATE; PL-02 RE: FINISH SCHEDULE 09.13 RUBBER BASE, RB-01; RE: FINISH SCHEDULE 09.23 EPOXY PAINT, PNT-06, RE: FINISH SCHEDULE 09.24 RUBBER BASE, RB-03, RE: FINISH SCHEDULE 11.12 EXISTING PROJECTOR SCREEN, RE: EQUIPMENT SCHEDULE 12.02 STAINLESS STEEL COUNTERTOP, ST-01; RE: FINISH SCHEDULE 12.03 EXISTING CASEWORK 12.04 EXISTING BUTCHER BLOCK COUNTERTOPS 21.01 EXISTING FIRE EXTINGUISHER CABINET 22.04 UTILITY SINK, RE: PLUMBING 22.05 ADA DRINKING FOUNTAIN, RE: PLUMBING 22.10 EMERGENCY EYEWASH STATION, RE: PLUMBING 22.14 EXISTING SINK 22.22 WATER LINE, RE: PLUMBING 22.23 AIR LINE, RE: PLUMBING 22.24 VENT PIPING, RE: PLUMBING 23.01 MECHANICAL EQUIPMENT RE: MECHANICAL 23.02 AIR HOSE, RE: MECHANICAL 26.02 LIGHT FIXTURE, RE: ELECTRICAL 26.03 ELECTRICAL OUTLET, RE: ELECTRICAL 26.05 ELECTRICAL PANEL, RE: ELECTRICAL 26.06 EXIT SIGN, RE: ELECTRICAL 26.07 CARD READER, RE: ELECTRICAL 26.09 ELECTRICAL CONDUIT, RE: ELECTRICAL 26.10 LIGHT SWITCH, RE: ELECTRICAL 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 WALLCOVERING GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 PAINT CMU WALLS CLEANLY TO GROUND 1/4" = 1'-0"A1 CM/CE Lab - Elev 1 1/4" = 1'-0"E1 High Bay Shop - Elev 3 1/4" = 1'-0"A4 CM/CE Lab - Elev 3 1/4" = 1'-0"B1 CM/CE Lab - Elev 2 1/4" = 1'-0"B5 High Bay Shop - Elev 4 1/4" = 1'-0"C1 High Bay Shop - Elev 1 1/4" = 1'-0"B3 High Bay Shop - Elev 2 A 138.1 445 IN BACKGROUND 22.10 22.09 22.09 22.10 AE401 B304.03 04.01 23.02 TYP.04.03 04.02 09.23 26.07 26.02 TYP. 04.0326.03 TYP. 26.02 04.04 22.2122.21 TYP. 22.2422.24 03.08 22.22 22.23 TYP. 22.22 A 137.2 137.3 IN FOREGROUND TYP.TYP. 23.02 26.0223.01 04.02 04.01 09.23 TYP. 26.02 TYP. 26.0204.04 22.23 TYP. 11.13 TYP. 22.21 142.1 143.1 04.03 23.02 09.23 23.01 TYP. TYP. 26.02 TYP. 26.02 23.0122.21 TYP. 138.5 138.4138C138B 21.0104.03 04.01 23.01 09.23 26.05 TYP. 26.03 TYP. TYP. TYP. 23.02 TYP. 26.02 TYP. 26.0226.02 TYP. 26.06 22.21 TYP. 23.01 TYP. 22.23 TYP. 22.23 NEW & EXISTING WALL LEGEND NEW CMU INFILL TO MATCH EXISTING CMU WALL EXISTING CMU WALL NEW CMU 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 # : 12005 AE423 Interior Elevations 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents KEYED NOTES 03.08 EXISTING CONCRETE COLUMN 04.01 EXISTING CMU WALL 04.02 NEW CMU WALL - MATCH EXISTING 04.03 INFILL WITH SALVAGED CMU - MATCH ADJACENT (WHERE APPLIES), RE: DIMENSION PLANS AND WALL TYPES 04.04 CMU CONTROL JOINT 09.23 EPOXY PAINT, PNT-06, RE: FINISH SCHEDULE 11.13 EXISTING CORD REEL 21.01 EXISTING FIRE EXTINGUISHER CABINET 22.09 HAND WASH SINK, RE: PLUMBING 22.10 EMERGENCY EYEWASH STATION, RE: PLUMBING 22.21 STEAM PIPES, RE: PLUMBING 22.22 WATER LINE, RE: PLUMBING 22.23 AIR LINE, RE: PLUMBING 22.24 VENT PIPING, RE: PLUMBING 23.01 MECHANICAL EQUIPMENT RE: MECHANICAL 23.02 AIR HOSE, RE: MECHANICAL 26.02 LIGHT FIXTURE, RE: ELECTRICAL 26.03 ELECTRICAL OUTLET, RE: ELECTRICAL 26.05 ELECTRICAL PANEL, RE: ELECTRICAL 26.06 EXIT SIGN, RE: ELECTRICAL 26.07 CARD READER, RE: ELECTRICAL 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 WALLCOVERING GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 PAINT CMU WALLS CLEANLY TO GROUND 1/4" = 1'-0"C1 Automotive Shop West - Elev 1 1/4" = 1'-0"D1 Automotive Shop West - Elev 2 1/4" = 1'-0"B1 Automotve Shop East - Elev 2 1/4" = 1'-0"A1 Automotive Shop East - Elev 1 IN FOREGROUND 12.02 34"36"36" 222 222 06.02 09.23 12.02 04.01 26.02 TYP. 23.01 TYP. 09.24 26.03 TYP. 22.22 143.1 6' - 6"6' - 6"7' - 0"6' - 6"6' - 6"11' - 0" CL CL CL CL CL CL TYP.7' - 0"09.23 04.01 04.0323.0126.03 TYP. 23.01 10.20 11.06 10.20 10.20 11.06 10.20 ALIGN 138.2 138.3 04.01 05.03 04.0304.03 23.01 26.02 TYP. 03.08 TYP. 09.23 26.05 TYP. 23.01 TYP. 26.06 A 26.08 22.21 TYP. TYP. 22.21 IN FOREGROUND IN FOREGROUND 04.02 04.01 138.6 04.03 TYP. 09.23 23.01 TYP. 08.0423.01 26.02 TYP. B AA AA A A 05.03 03.08 NEW & EXISTING WALL LEGEND NEW CMU INFILL TO MATCH EXISTING CMU WALL EXISTING CMU WALL NEW CMU 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 # : 12005 AE424 Interior Elevation 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents KEYED NOTES 03.08 EXISTING CONCRETE COLUMN 04.01 EXISTING CMU WALL 04.02 NEW CMU WALL - MATCH EXISTING 04.03 INFILL WITH SALVAGED CMU - MATCH ADJACENT (WHERE APPLIES), RE: DIMENSION PLANS AND WALL TYPES 05.03 COLUMN WRAP PROTECTION - SENTRY CONCRETE WRAP CW0244-48 06.02 PLASTIC LAMINATE; PL-02 RE: FINISH SCHEDULE 08.04 OVER HEAD DOOR TRACK 09.23 EPOXY PAINT, PNT-06, RE: FINISH SCHEDULE 09.24 RUBBER BASE, RB-03, RE: FINISH SCHEDULE 10.20 MARKER BOARD, MB-01; RE: FINISH SCHEDULE 11.06 TELEVISION MONITOR; RE: ACCESSORY SCHEDULE 12.02 STAINLESS STEEL COUNTERTOP, ST-01; RE: FINISH SCHEDULE 22.21 STEAM PIPES, RE: PLUMBING 23.01 MECHANICAL EQUIPMENT RE: MECHANICAL 23.02 AIR HOSE, RE: MECHANICAL 26.02 LIGHT FIXTURE, RE: ELECTRICAL 26.03 ELECTRICAL OUTLET, RE: ELECTRICAL 26.05 ELECTRICAL PANEL, RE: ELECTRICAL 26.06 EXIT SIGN, RE: ELECTRICAL 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 WALLCOVERING GRAIN TO RUN VERTICALLY, UNLESS NOTED OTHERWISE 15 CALLED OUT RESTROOM ACCESSORIES TO BE INSTALLED AT EVERY STALL 16 PAINT CMU WALLS CLEANLY TO GROUND 1/4" = 1'-0"B1 Auto Tool Room - Elev 2 1/4" = 1'-0"B2 Engines Lab - Elev 1 1/4" = 1'-0"A1 Automotive Shop - South 1/4" = 1'-0"A4 Automotive Shop - North 6"2"6"9 1/2"6"10"3' - 0"9' - 9 3/8"CL8 8' - 0" SEATING 126 26.02 TYP. 3 A1 AE522 TYP 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM; ACP-01, RE: FINISH SCHEDULE CEILING LEGEND CL1 SUPPLY DIFFUSER, SEE MECHANICAL RECESSED LIGHT FIXTURE, SEE ELECTRICAL 2'x4' LIGHT FIXTURE, SEE ELECTRICAL GYPSUM BOARD ON SUSPENSION SYSTEM, PAINTED PNT-02; RE: FINISH SCHEDULE CL4 RETURN GRILLE, SEE MECHANICAL 2'x2' LIGHT FIXTURE, SEE ELECTRICAL 1'x4' LIGHT FIXTURE, SEE ELECTRICAL CL8 WOOD CLOUD ON SUSPENSION SYSTEM, RE: DETAIL 2'x8' ACOUSTIC PANEL; ACP-03, RE: FINISH SCHEDULE CL5 GYPSUM BOARD ON SUSPENSION SYSTEM WITH INSULATION ABOVE, PAINTED PNT-02; RE: FINISH SCHEDULE CL6 GYPSUM BOARD ON METAL FRAMING, PAINTED PNT-02; RE: FINIH SCHEDULE 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM WITH INSULATION ABOVE; ACP-01, RE: FINISH SCHEDULE CL2 CL7 GYPSUM BOARD ON METAL FRAMING WITH INSULATION ABOVE, PAINTED PNT-02; RE: FINISH SCHEDULE LIGHT FIXTURE, SEE ELECTRICAL 2'x4' ACOUSTIC PANEL; ACP-04, RE: FINISH SCHEDULE CL9 WOOD-LIKE, ALUMINUM PANELS -KNOTWOOD OR EQUAL EXPOSED STRUCTURE E B1 AE522 TYP A2 AE522 TYP STUDENT COLLABORATION 136 CL8 10' -6"3' - 10"4' - 0"4' - 0"4' - 0"8' - 6"5/8"18' - 4"2 1/4"26.02 TYP. 4 EQ EQ1' - 4"1' - 4"EQ4' - 5 1/4"26.02 TYP. 3 CL6 8' - 9" C1 AE522 TYP 1' - 0 1/2" EQ CL 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 # : 12005 AE431 Enlarged Ceiling Plans 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/2" = 1'-0"A1 Seating Area - Enlarged Reflected Ceiling Plan GENERAL NOTES - CEILING 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 DRAWINGS 3 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CONTRACTOR SHALL VERIFY ACTUAL GRID LAYOUT/LOCATION IN THE FIELD. CONTRACTOR SHALL CENTER GRIDS IN ROOMS, UNLESS NOTED OTHERWISE 4 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS, LAYOUT, AND QUANTITIES WITH MECHANICAL DRAWINGS. 5 VERIFY AND COORDINATE ALL ELECTRICAL FIXTURE, LIGHT, SMOKE DETECTOR, AND EXIT DEVICE LOCATIONS, LAYOUT, AND QUANTITIES WITH ELECTRICAL DRAWINGS 6 CONTRACTOR TO MAXIMIZE CEILNG HEIGHT DEPENDENT ON DUCTWORK LOCATIONS. 7 SEE SHEET SERIES AE530 FOR TYPICAL FIXTURE SUPPORT, CLIP ANGLES, AND SEISMIC BRACING DETAILS 8 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING WALLS; SEE SHEET SERIES AE500 KEYED NOTES 26.02 LIGHT FIXTURE, RE: ELECTRICAL 1/2" = 1'-0"A2 Student Collaboration - Enlarged Reflected Ceiling Plan 1/2" = 1'-0"A3 Drinking Fountain - Enlarged Reflected Ceiling Plan 1.REFER TO AE100 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. FIRE 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 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. 5.FIRESTOPPING TO BE PROVIDED AT ALL PENETRATIONS THROUGH RATED WALLS AS SPECIFIED. COORDINATE WITH CODE PLANS. 6.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. 7.ALL GYPSUM WALL BOARD MUST BE MOISTURE RESISTANT AT THE FOLLOWING LOCATIONS: a.TOILET ROOMS b.WET WALLS c.SHOWERS d.JANITOR'S CLOSETS 8.SOUND ATTENUATION BLANKETS SHALL EXTEND THE FULL HEIGHT OF THE WALLS. 9.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 BELOW. EACH STUD GOING TO STRUCTURE AND EXCEEDING ALLOWABLE HEIGHTS SHALL BE BRACED 45 DEGREES DIAGONALLY 12" ABOVE CEILING WITH EQUAL SIZE METAL STUDS. THIS TABLE IS TO BE USED FOR THE INTERIOR WALL TYPES ONLY AND DOES NOT APPLY TO EXTERIOR STUDS. STUDS IN DOUBLE STUD WALL CONFIGURATIONS ARE TO BE EVENLY STAGGERED RELATIVE TO THE ADJACENT STUD LAYOUT. 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, GUAGES, 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. GENERAL NOTES -WALL TYPES FACING ON SIDES OF STUDS -HEIGHT IS DISTANCE FROM THE FLOOR TO THE STRUCTURE, NOT FLOOR TO CEILING -BRACING AT MIDPIOINT PREQUIRED FOR ALL WALLS OVER 12'-0" HIGH STUD SPAC'G ON CENTER STUD DEPTH 2 1/2" MAX. HT. STUD DEPTH 3 5/8" MAX. HT. STUD DEPTH 6" MAX. HT. 1 LAYER 5/8" GYP BD -1 SIDE ONLY 1 LAYER 5/8" GYP BD -EACH SIDE 2 LAYER 5/8" GYP BD -EACH SIDE 16 24 16 24 16 24 11'-0" 9'-9" 12'-0" 10'-9" 14'-6" 12'-9" 16'-0" 13'-6" 16'-9" 13'-6" 14'-6" 12'-9" 16'-0" 13'-6" 20'-0" 15'-0" 3 5/8" METAL STUD FRAMING @ 16" O.C. SPACING 5/8" GYPSUM BOARD 3 1/2" FIBERGLASS BATT INSULATION (WHERE APPLIES) 5/8" GYPSUM BOARD 3 5/8" METAL STUD FRAMING @ 16" O.C. SPACING 5/8" GYPSUM BOARD 3 1/2" FIBERGLASS BATT INSULATION (WHERE APPLIES) 4X8X16 CMU BLOCK SPLIT FACE W/ 3/8" VERTICAL JOINT @ 4" O.C. (3 SCORE SPLIT FACE BLOCK) W/ FLUSH HORIZONTAL JOINTS. BLOCK TO BE APPROVED BY OWNER AND ARCHITECT BEFORE PURCHASE AND INSTALLATION 6" METAL STUD FRAMING, RE: STRUCTURAL 5/8" GYPSUM BOARD 7/16" SHEATHING, SEE STRUCTURAL CORE EXTERIOR INTERIOR METAL PANEL SYSTEM 1/2" PLYWOOD EXTERIOR SHEATHING 5/8" GLASSMAT SHEATHING 6" METAL STUD FRAMING (DELEGATED DESIGN) CORE EXTERIOR INTERIOR FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER THERMAL ISOLATED CLIP EXTRUSION CLIP (BY ACM CONTRACTOR) MASONRY TIE, RE: STRUCTURAL FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER R-10 (2") RIGID INSULATION 6" METAL STUD FRAMING (DELEGATED DESIGN) 5/8" GYPSUM BOARD 5 1/2" FIBERGLASS BATT INSULATION (WHERE APPLIES) EXTERIOR WALL ASSEMBLIES 6" METAL STUD FRAMING @ 16" O.C. SPACING 5/8" GYPSUM BOARD 5 1/2" FIBERGLASS BATT INSULATION (WHERE APPLIES) 5/8" GYPSUM BOARD PARTITION WALL ASSEMBLIES FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS3a FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS3b UL263 45 1 HR FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: ES6a FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: ES6b FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS6a FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS6b FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PM8 CMU WALL ASSEMBLIES 8" X 8" X 16" CMU WALL FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS1a 7/8" HAT CHANNEL FRAMING @ 16" O.C. SPACING 5/8" GYPSUM BOARDSEE PLAN FOR WALL TYPEFIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PM12 12" X 8" X 16" CMU WALL 5/8" PLYWOOD SHEATHING 3 5/8" METAL STUD FRAMING @ 16" O.C. SPACING FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS3c 5/8" PLYWOOD SHEATHING R-13 MINIMUM CLOSED CELL SPRAY FOAM INSULATION FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS2a 1 5/8" METAL FRAMING @ 16" O.C. SPACING 5/8" GYPSUM BOARD 1/2"SEE PLAN FOR WALL TYPEFIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: S1 FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: S2 PS3d -PLYWOOD ONLY ON ONE SIDE 3 5/8" METAL STUD FRAMING @ 16" O.C. SPACING FIRE RATING: FIRE TEST: SOUND RATING: SOUND TEST: PS3e UL V497 1 HR (2) LAYERS OF 5/8" GYPSUM BOARD SALVAGED 12" X 8" X 16" FLUTED SPLITFACE CMU BLOCK. STACK BOND SALVAGED 10" X 8" X 16" CMU BLOCK. STACK BOND. PAINTED, COLOR TO BE SELECTED BY OWNER AND ARCHITECT. FILL CAVITY WITH PERLITE INSULATION FILL CAVITY WITH PERLITE INSULATION ROOF ASSEMBLIES FLOOR ASSEMBLIES CONCRETE SLAB ON GRADE FREE DRAINING GRAVEL R1 5" Rigid Insulation on 1 1/2" Metal Deck F4 Concrete (5 1/4" Total Thickness), re: structural F2 6" or 8" Concrete, re: structural F1 5" Slab on Grade on 4" Gravel Layer CONCRETE SELF ADHERED PVC ROOFING MEMBRANE METAL DECK, RE: STRUCTURAL R-30 MINIMUM RIGID INSULATION CONCRETE F3 Concrete on 1 1/2" Metal Deck (5 1/4" Total Thickness) CONCRETE METAL DECK VAPOR BARRIER VAPOR BARRIER EARTH; RE: STRUCTURAL NOTES RE: STRUCTURALRE: STRUCTURALGENERAL NOTES - HORIZONTAL ASSEMBLIES A. FIRESTOPPING TO BE PROVIDED AT ALL PENETRATIONS THROUGH RATED ROOFS AND FLOORS AS SPECIFIED. COORDINATE WITH CODE PLANS B. 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 ROOF AND FLOOR TYPES C. REFER TO AE300 SERIES FOR BUILDING AND WALL SECTIONS D. UL DESIGN NUMBERS REFER TO FIRE RESISTANCE IN MOST CURRENT EDITION OF THE UL DIRECTORY E. MAINTAIN 1/2" SPACE BETWEEN FLOOR SLAB AND BOTTOM OF GYP BOARD ON ALL WALLS F. STOP STUD 1" BELOW METAL RUNNER (TOP TRACK) TO ALLOW FOR VERTICAL EXPANSION; DO NOT ATTACH STUDS OR GYP BOARD TO TOP TRACK G. PROVIDE NEOPRENE FLASHING BETWEEN ALL DISSIMILAR METALS, TYPICAL H. CRICKET AT ALL MECHANICAL ITEMS, SKYLIGHTS, AND ROOF HATCHES; 1/4" PER FOOT BACKSLOPE MINIMUM I. PROVIDE ROOFTOP WALKING PAD PATHWAY TO ALL AIR HANDLER UNITS, EXHAUST FANS, AND SPLIT UNITS ON ROOF CRICKET DESIGN REQUIREMENTS LENGTH TO WIDTH RATIOS & VALLEY SLOPES 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 # : 12005 AE501 Wall Types & Horizontal Assemblies 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 5/8" MOISTURE-RESISTANT GYP BD 6" METAL STUD FRAMING 6" CHANNEL STUD 6" CHANNEL STUD 9 1/2"1' - 7"1/2" EXTERIOR SHEATHING MOISTURE BARRIER ACM PANEL SYSTEM & EXTRUSION CLIP SIGNAGE. CONTRACTOR TO COORDINATE DESIGN AND INSTALLATION WITH OWNER WRAP ACM TO CONCEAL UNDERSIDE CONNECTION CONT. PREFINISHED FLASHING WOOD LOOK ALUMINUM CEILING SYSTEM ROOF FRAMING, RE: STRUCT AE511 C1 R1 EXISTING STEAM TUNNEL EXISTING CANT SLAB W/ REINFORCEMENT 4x8x16 SPLIT- FACE CMU BLOCK, TO MATCH EXISTING, ADJACENT CMU CREATE MOUND OF NON-SHRINK GROUT AT REAR, TO SLOPE CAP PRECAST CONCRETE CAP - SLOPE FOR POSITIVE DRAINAGE 5/8" MOISTURE RESISTANT SHEATHINGMIN1' - 0" 1/2"SELF-ADHERING WATERPROOF SHEET -RUN UP COLUMN DIAGONAL SUPPORT 3 5/8" METAL STUD FRAMING COLUMN BASE PLATE, RE: STRUCT STEEL COLUMN, RE: STRUCT 3' - 0"E EXISTING CMU EXTERIOR WALL WOOD LOOK ALUMINUM SOFFIT CEILING SYSTEM ROOF FRAMING, RE: STRUCT STEEL ANGLE LEDGER, RE: STRUCT WRAP ROOF MEMBRANE UP, OVER TOP OF PARAPET AND DOWN REAR PARAPET WALL FACE AE511 C1 NEW PREFINISHED CAP FLASHING R1 PREFINISHED CAP FLASHING / COUNTER- FLASHING -INSTALLED PER MANUF ROOF MEMBRANE UP, OVER AND DOWN FRONT FACE CONT SEALING STRIP EXTERIOR FINISH, RE: ELEVATIONS WALL, RE: FLOOR PLANS AND WALL TYPES SHAPED 2x BLOCKING FOR POSITIVE DRAINAGE 2x WALL WIDTH -CONT TREATED WOOD BLOCKING TOP PLATE / STUD PER WALL TYPE ROOF MEMBRANE S L O P 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 # : 12005 AE511 Wall Section Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1 1/2" = 1'-0"A2 ACM Panel at Canopy Face 1 1/2" = 1'-0"A3 Column Base Cover at Canopy 1 1/2" = 1'-0"A1 Canopy Connection at Existing Exterior Wall 3" = 1'-0"C1 Typical Parapet Cap Flashing 2x NAILER SKYLIGHT, INSTALL PER MANUF. USE VELUX DYNAMIC DOME AS BASIS OF DESIGN RIGID INSULATION PREFAB ALUMINUM CURB, INSTALL PER MANUF ROOF FRAMING, RE: STRUCT R1 8"COUNTER FLASHING RETURN ROOFING MEMBRANE UP WALL TERMINATION BAR 6"3' - 6"3"2" SQUARE STEEL PIPE SLEEVE W/ BOTTOM; PAINT STEEL BEAM, RE: STRUCTURAL STEEL ANGLE, RE: STRUCTURAL 1/4" CONT. WELD AROUND PIPE SLEEVE TO STEEL ANGLE 1/4" CONT. WELD VERTICAL RAIL TO PIPE SLEEVE 1/2" SQUARE STEEL PIPE, VERTICALS @ 4'-0" O.C. MAX SPACING; PAINT 1 1/2" DIA. STEEL PIPE; PAINT Top of Lower Wall 114' -0" R1 ES6a STEEL ROOF JOIST, RE: STRUCTURAL FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER RUN ROOF MEMBRANE UP UNDER PARAPET CAP 8 A ES6a FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER ES6a PM8 FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER RETURN BRICK BACK TO CMU WALL 1" TYP. 11" MIN.7" MAXCONCRETE FILLED STAIR PANS, TYP SUPPORT ANGLE WELDED TO STRINGER AND TREAD STRINGER, RE: STRUCTURAL CONCRETE ON METAL DECK - RE: STRUCT STEEL ANGLE -RE: STRUCT STEEL BEAM -RE: STRUCT STRINGER NOTCH STRINGER AROUND FLOOR PLATE WELD STRINGER TO FACE OF EDGE ANGLE, TYP CONT. WELDED RISER AND STAIR NOSING TO TOP OF EDGE ANGLE: GRIND SMOOTH, TYP THICKENED SLAB, RE; STRUCTURAL EMBEDED PLATE, RE: STRUCTURAL SUPPORT ANGLE WELDED TO STRINGER AND BOLTED TO FLOOR 3' - 6"3"6"A5 AE521 5' - 0" TYPICAL; GRIND ALL WELDS SMOOTH, PRIME AND PAINT ALL RAIL SYSTEMS (PNT-04) 1 1/2" SQUARE STEEL PIPE HANDRAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT (PNT-04) 1/2" SQUARE STEEL PIPE HANDRAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT (PNT-04) 2" SQUARE STEEL PIPE SLEEVE W/ BOTTOM; PRIME AND PAINT (PNT-04) TYP. 4" MAX 3' - 6"3"5' - 0" MAX TYP. 4" MAX TYPICAL; GRIND ALL WELDS SMOOTH, PRIME AND PAINT ALL RAIL SYSTEMS (PNT-04) 1 1/2" SQUARE STEEL PIPE HANDRAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT INTERIOR RAILINGS (PNT-04) 1/2" SQUARE STEEL PIPE HANDRAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT INTERIOR RAILINGS (PNT-04) SEE STRUCTURAL DETAIL C2/SE-521 FOR POST CONNECTION AT EXTERIOR APPLICATIONS FOR EXTERIOR APPLICATIONS, POWDER COAT -COLOR TO BE SELECTED BY ARCHITECT AND OWNER STEEL STRINGER, RE: STRUCTURAL METAL PAN CONCRETE STAIR TREAD 1/4" CONT. WELD TO STAIR STRINGER 1 1/2" DIA. STEEL PIPE; PAINT 3"3/4" x 1/2" STEEL BAR BALUSTER @ 4" MAX. O.C. WELD TOP AND BOTTOM TO STEEL PIPES GRIND ALL WELDS SMOOTH. PRIME AND PAINT AS SPECIFIED 1 1/4" SQUARE GALVANIZED STEEL PIPE, TOP AND BOTTOM RAIL GRIND ALL WELDS SMOOTH. 1 1/2" SQUARE STEEL PIPE; PAINT 3' - 6"3" x 2" x 1/4" STEEL BASE, SECURE W/ (4) 3-3/4" x 1/2" DIA. DOUBLE WEDGE ANCHORS. PRIME AND PAINT AS SPECIFIED. 3/4" x 1/2" STEEL BAR BALUSTER @ 4" MAX. O.C. WELD TOP AND BOTTOM TO STEEL PIPES GRIND ALL WELDS SMOOTH. PRIME AND PAINT AS SPECIFIED 1 1/4" SQUARE SCHEDULE 40 STEEL PIPE HANDRAIL. PLUG ENDS AND RETURN TO WALL, LEAVING 1/4" GAP BETWEEN WALL AND FINISH END OF RAIL. GRIND WELDS SMOOTH, PRIME AND PAINT PNT-5 AS SPECIFIED IN FINISH SCHEDULE. 3" 3" 1/2" 1/2" 1/2" 1/2" EQEQEQ EQ 2x NAILER SKYLIGHT, INSTALL PER MANUF. USE VELUX DYNAMIC DOME AS BASIS OF DESIGN 1"6"RIGID INSULATION FINISH INTERIOR FACE W/ 5/8" GYP BD, RE: FINISH SCHEDULE / RCP RE: RCP FOR CEILING FINISH 3 5/8" METAL STUD WALL FRAMING 5/8" GYP BD, RE: FINISH SCHEDULE / RCP PREFAB ALUMINUM CURB, INSTALL PER MANUF 3' - 6"3"6"A5 AE521 6' - 0" INDUSTRIAL HINGE, TYP. GRIND ALL WELDS SMOOTH TYPICAL; GRIND ALL WELDS SMOOTH, PRIME AND PAINT ALL RAIL SYSTEMS (PNT-04) 1 1/2" SQUARE STEEL PIPE HANDRAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT (PNT-04) 1/2" SQUARE STEEL PIPE HANDRAIL, GRIND ALL WELDS SMOOTH. PRIME AND PAINT (PNT-04) 2" SQUARE STEEL PIPE SLEEVE W/ BOTTOM; PRIME AND PAINT (PNT-04) LATCH ON MEZZANINE SIDE OF GATE TYP. 4" MAX EQ EQ Level 1 100' -0"2' - 0"TWO FEET OF R-7.5 MINIMUM CONTINUOUS RIGID INSULATION AT FOUNDATION PERIMETER CONC SLAB ON GRADE, RE: STRUCT NEW FOUNDATION, RE: STRUCT 1/2" FIBRE EXPANSION JOINT FILLER SCHEDULED WALL, RE: PLANS SCHEDULED WALL, RE: PLANS CHAMFERED SILL EDGE/REVEAL, TYP 3/4"3/4"3/4" 8"6" DIMPLED DRAINAGE BOARD FLUID APPLIED WATERPROOFING CONTINUOUS OVER FULL HEIGHT OF WALL SITE ASPHALT, RE: CIVIL FOUNDATION WALL, RE: STRUCTURAL FLASHING SET IN CONTINUOUS SEALANT MORTAR DEFLECTION SYSTEM SELF-ADHERED MEMBRANE FLASHING CONCRETE COLUMN 5/8" PAINT-GRADE PLYWOOD SHEATHING, RE: FINISH SCHEDULE 3 5/8" METAL STUD FRAMINGEQ EQEQ EQ 1' - 10"1' - 10" ALUMINUM FRAME W/ ANCHOR FLANGE LOCK STRIKE DETENTION SECURITY LOCK DIAMOND STEEL PLATE COVER CONC FLOOR SUPPORT PLATE WELDED TO FRAME FLOOR HATCH, INSTALL PER MANUF CONT NEOPRENE BUMPER AT PERIMETER Level 1 100' -0"2' - 0"3" RIGID INSULATION AT FOUNDATION PERIMETER CONC SLAB ON GRADE, RE: STRUCT 1/2" FIBRE EXPANSION JOINT FILLER SCHEDULED WALL, RE: PLANS CHAMFERED SILL EDGE/REVEAL, TYP 3/4" 8" DIMPLED DRAINAGE BOARD FLUID APPLIED WATERPROOFING CONTINUOUS OVER FULL HEIGHT OF WALL FOUNDATION WALL, RE: STRUCTURAL 2"X2"X1/4" ANG. CONTINUOUS WELD TO TS POST 2"x2"x1/4" TS WELDED TO 2"x8"x1/4" PLATE EPOXY / BOLTED TO SLAB W/ 1/2" DIA. ANCHORS, TYP. 2"X2"X1/4" ANG. BOLTED TO STUD 2x FRAMING T.S. POST CONDITION STUD SIDE-MOUNT CONDITION 1"NOTCH END OF ANGLE 2' - 0"1' - 0"3" 1/4" STEEL PLATE (MIN) -42" HIGH 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 # : 12005 AE521 General Construction Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 3" = 1'-0"B6 Skylight Detail - Shop 1 1/2" = 1'-0"A4 Roof Connection - Upper 1 1/2" = 1'-0"A5 Removeable Guard Rail @ Mezzanine 1 1/2" = 1'-0"A3 Roof Connection - Lower 1 1/2" = 1'-0"A1 Plan Detail 1 1/2" = 1'-0"A2 Plan Detail 1 1/2" = 1'-0"C1 Stair Tread Detail 1 1/2" = 1'-0"C2 Top of Stair Detail 1 1/2" = 1'-0"C3 Bottom of Stair Detail 1" = 1'-0"B2 Mezzanine Guardrail 1" = 1'-0"B4 Guardrail 1 1/2" = 1'-0"A6 Stair Handrail Section 3" = 1'-0"C4 Handrail to Wall Detail 3" = 1'-0"B5 Skylight Detail - Seating Area 1" = 1'-0"B1 Mezzanine Guardrail Gate 1 1/2" = 1'-0"D6 Slab Edge at Engines Lab 1 1/2" = 1'-0"D3 Typical Column Wrap / Framing 1 1/2" = 1'-0"D4 Floor Access Hatch 1 1/2" = 1'-0"D5 Slab Edge at Exterior Storage 1" = 1'-0"D1 Hidden Support Bracket 1 1/2" = 1'-0"E1 Steel Downspout Protector 8" MAX CREW INTO MOLDING AT PERIMETER ANGLE MOLDING BY MANUFACTURER SCHEDULED GYPSUM PANEL DRYWALL MAIN RUNNERS OR CROSS TEE HANGER 12 GA. @ 4'-0" O.C. MAX NOTES: 1.ALL HANGER WIRES TO BE IN LINE WITH ATTACHED COMPONENT OR SHALL BE COUNTERSLOPED NOT GRATER THAN 1/6. 2.ALL HANGERS WIRES RO BE TAUT AND TIED BOTH ENDS W/ MIN, OD 4 TURNS IN 1" OF RUN. 8" MAX 8" MAX8" MAX FASTEN ON ALL MEMBERS @ TWO ADJACENT WALLS ONLY PER MFG. REQ. 7/8" SEISMIC CLIP BY MANUFACTURER (ARMSTRONG BERC2 OR EQ) SCHEDULED CEILING TILE CEILING GRID MAIN RUNNER OR CROSS TEE GRID PERPENDICULAR TO CEILING NOT ATTACHED TO CLOSURE ANGLE (TWO ADJACENT WALLS) HANGER 12 GA. @ 4'-0" O.C. MAX. FIRST LINE OF BRACING 4'-0" OR LESS FROM WALL BOUNDARY RUNNER CHANNEL @ 4'-0" O.C. (TYP) 4'-0" TYP 12'-0" TYPAREAS SMALLER THAN 144 SQ. FT. AND WITH WALLS ON FOUR SIDES, EXTENDING TO THE STRUCTURE, DO NOT NEED TO BE BRACED. BOUNDARY WALLS MUST BE BRACED TOP AND BOTTOM INDEPENDENT OF CEILING TO QUALIFY 12'-0" TYP NOTE: METAL FRAMING CHANNEL @ 16" O.C. TYP.90°FIRST LINE OF BRACING 6'-0" OR LESS FROM WALL BOUNDARY WALL SPLAY WIRE COMPRESSION POST 1 2 '-0 " (M A X .)12'-0" (MAX.)6 '-0 " M A X .C1 AE523 CEILINGS SYSTEM NOTE: AREAS SMALLER THAN 144 SQ. FT. AND WITH WALLS ON FOUR SIDES, EXTENDING TO THE STRUCTURE, DO NOT NEED TO BE BRACED. BOUNDARY WALL MUST BE BRACED TOP AND BOTTOM INDEPENDENT OF CEILING TO QUALIFY. 5/8" TYPE 'X' GYP BD 3/4" FURRING CHANNELS @ 24" O.C. 12 GA. HANGER SEE SPEC 1 1/2" C.R. CHANNEL @ 48" O.C.C R O S S T E E H EAVY D UTY M AIN R U N N E R 12 GA. METAL HANGER WIRES H EAVY D UTY M AIN R U N N E R 4'-0" TYPICAL 3" M A X TYP. SLACK WIRES #12 WIRE HANGER AT EACH CORNER OF FIXTURE (TYP.) INDEPENDENT OF CEILING SUPPORT SYSTEM NOTES 1. ALL SPLAY WIRES TO BE IN LINE WITH ATTACHED COMPONENT 2. ALL SPLAY WIRES TO BE TAUT AND TIED BOTH ENDS WITH MINIMUM OF THREE TURNS IN 1" OF RUN 3. COMPLY WITH IBC 2012, ASTM C635, ASTM C636 AND CISCA STANDARDS 4. SPLAY WIRES SHALL ATTACH TO STRUCTURAL GIRDER OR JOIST ONLY, DO NOT ATTACH TO ROOF DECK 5. METAL COMPRESSION POST (STRUT) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. COMPRESSION POSTS & SPLAY WIRES TO BE INSTALLED EVERY 12' O.C. BOTH DIRECTIONS STARTING 6' FROM WALL. SEE COMPRESSION POST ALLOWABLE LENGTHS TABLE FOR SIZES. SEE DETAILS FOR TYPICAL BRACING 6. ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. WHEN INTERMEDIATE SYSTEMS ARE USED, ATTACH NO. 12 GAGE HANGERS TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. SHALL HAVE TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. COMPLY WITH IBC 2012 7. ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED 20 LBS, AND SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS. TERMINALS OR SERVICES WEIGHING 20 LBS., BUT NOT MORE THAT 56 LBS., SHALL IN ADDITION HAVE TWO NO. 12 GAGE HANGERS CONNECTED TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. COMPLY WITH IBC 2012 8. ALL GRID SYSTEM IN SEISMIC ZONE D OR GREATER ARE REQUIRED TO BE HEAVY DUTY. REFER REQUIREMENTS TO ASCE 7 REQUIREMENTS 9. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS, COORDINATE WITH SPECIFICATIONS STRUCTURE SPLAY WIRE -SECURE TO STRUCTURE MAIN TEE CROSS TEE VERTICAL HANGER WIRE ADJACENT TO POST SPRING CLIP INSERTS IN HOLE IN POST STRUT ASSEMBLY TOP CLIP MECHANICALLY FASTENED TO DECK PER MANUFACTURERS RECOMMENDATIONS BULB CLIP ATTACHING COMPRESSION POST AND MAIN RUNNER MECHANICALLY FASTENED PER MANUFACTURERS RECOMMENDATIONS A FASTENER OR SPLAY WIRES MAYBE INSERTED INTO THE TAB OF THE POST AND THROUGH A CONVENIENCE HOLE IN THE MAIN TEE BULB COMPRESSION POST -INSTALL WITHIN 2" OF CROSS TEE INTERSECTION 45° OR LESS 45° OR LESS 45° OR LESS 45° OR LESS COMPRESSION POST ALLOWABLE LENGTHS TABLE 13/16" X 13/32" STRUT 19 GA MATERIAL TYP. ALLOWABLE LENGTH 24" 1 5/8" X 13/16" STRUT 12 GA 48" 13/16" X 13/16" STRUT 19 GA 54" 1 5/8" X 1" STRUT 12 GA 60" 3 5/8" X 1 1/4" STRUT 16 GA 82" NOTES 1. THE INFORMATION PROVIDED IS FOR QUICK REFERENCE ONLY. OTHER RESTRICTIONS AND EXEMPTIONS MAY APPLY. 2. WALL MOLDING SHOULD NOT BE USED AS STRUTS. 3. A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER THAT 14'. MATERIAL TYP. ALLOWABLE LENGTH 1 1/4" X 1 1/4" STRUT 14 GA 84" 1 5/8" X 1 3/8" STRUT 12 GA 96" 1 5/8" X 1 5/8" STRUT 12 GA 108" 1 5/8" X 2 7/16" STRUT 12 GA 120" LAY-IN ACOUSTICAL CEILING TILE LIGHT FIXTURESPEAKER LAY-IN ACOUSTICAL CEILING TILE SPRINKLER HEAD LAY-IN ACOUSTICAL CEILING TILE EQ EQ EQEQEQ EQ EQEQEQEQEQ EQ DEFLECTION1 1/4" MIN.POWER ACTUATED FASTENER 12" O.C. STRUCTURE STEEL PLATE AS NEEDED FOR CONNECTION TO DECK CONTINUOUS DEFLECTION TRACK DEFLECTION CLIP (1) PER STUD METAL STUDS @ 16" O.C. REF. WALL TYPES FOR STUD SIZE 5/8" GYPSUM -REF. WALL TYPES FOR EXTENT OF TRACK HEIGHT NOTE: RE: STRUCTURAL DRAWINGS FOR MASONRY WALL CONNECTION ANGLE BRACKET, BY MANUF CEILING (WHERE OCCURS), RE: RCP ROLLER TUBE AND SHADE ASSEMBLY, INSTALL PER MANUF, RE: RCP FIRE RATED WALL, RE: PLANS ROLLED EDGE TRIM -PER MANUF SIDE FRONT FIRE RATED CABINET TO BE INSTALLED PER MANUF INSTRUCTIONS. INSTALLATION INSTRUCTIONS MUST BE STRICTLY ADHERED TO IN ORDER TO OBTAIN FIRE RATING. JL AMBASSADOR 1015V10-FX2 -ANSI/UL-1479 (ASTM E814). BASIS OF DESIGN. CABINET -INSTALLED PER MANUF D2/AE522 3' - 0"6"MITERED CORNER4" TYP. 8" TYP. 3/4" BLOCKING & FRAMING AS REQ'D SCRIBE TIGHTLY TO WALL TREATMENT MOUNT TO SUSPENSION SYSTEM SCREW PANEL TO SUSPENSION TO BE PAINTED PNT-03 TYP. WOOD SLAT: 3/4" PLYWOOD CORE FACED W/ PL-01, RE: FINISH SCHEDULE FOR FINISH. SECURE TO SUPPORT FROM ABOVE, TO CONCEAL CONNECTION. SKIRT TO CONTINUE AROUND ALL SIDES WALL AS SCHEDULED RE: FLOOR PLAN TYP. 1' - 0" REVEAL 3/4" TYP. 4"ALIGN WALL AS SCHEDULED. RE: FLOOR PLANS MOUNT TO SUSPENSION SYSTEM SCREW PANEL TO SUSPENSION TO BE PAINTED PNT-03 PANEL RUNNER: 1X3 POPLAR. RUNNER & SCREWS, PAINTED, PNT-03; RE: FINISH SCHEDLUE TYP. WOOD SLAT: PLYWOOD CORE FACED W/ PL-01, RE: FINISH SCHEDULE FOR FINISH. SECURE TO SUPPORT FROM ABOVE, TO CONCEAL CONNECTION. LINEAR LIGHT FIXTURE; RE: ELECT. WALL AS SCHEDULED. RE: FLOOR PLANS MOUNT TO SUSPENSION SYSTEM SCREW PANEL TO SUSPENSION TO BE PAINTED PNT-03 PANEL RUNNER: 1X3 POPLAR. RUNNER & SCREWS, PAINTED, PNT-03; RE: FINISH SCHEDLUE TYP. WOOD SLAT: PLYWOOD CORE FACED W/ PL-01, RE: FINISH SCHEDULE FOR FINISH. SECURE TO SUPPORT FROM ABOVE, TO CONCEAL CONNECTION. LINEAR LIGHT FIXTURE; RE: ELECT. REVEAL 3/4" CEILING AS SCHEDULED, SEE RCP6"CEILING AS SCHEDULED, SEE RCP1"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 11/26/2019 AE522 General Construction Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1 1/2" = 1'-0"A5 Clip Angle at Gyp Bd Ceiling 1 1/2" = 1'-0"A6 Clip Angle at Lay-In Ceiling 12" = 1'-0"C6 Seismic Bracing - Gyp Bd Ceiling 12" = 1'-0"C5 Seismic Bracing - Lay-In Tile Ceiling 3" = 1'-0"B2 Suspended Ceiling Channels 1/64" = 1'-0"B4 Typical Ceiling Fixture Support 1 1/2" = 1'-0"D3 Typical Seismic Bracing 1 1/2" = 1'-0"C2 Typical Fixture Placement 1 1/2" = 1'-0"B6 Deck Height Connection @ Mtl Stud 3" = 1'-0"C3 Recessed Curtain 1" = 1'-0"D1 Fire Extinguisher Cabinet - Elevation 1 1/2" = 1'-0"A1 Wood Cloud @ Seating 1 1/2" = 1'-0"A2 Wood Cloud Detail 1 1/2" = 1'-0"B1 Wood Cloud Detail 2 3" = 1'-0"C1 Ceiling Material Transition PAINTED HOLLOW METAL FRAME. INSULATION IN EXTERIOR WALL FRAMES DOOR SEALANT, EACH SIDE STEEL ANGLE, RE: STRUCTURAL SCHEDULED WALL PAINTED HOLLOW METAL FRAME. DOOR SEALANT, EACH SIDE TYPESRE: WALLFACTORY PRIMED, FIELD PAINTED (COLOR SELECTED BY ARCH. AND OWNER) STEEL ANGLES AND COLUMN, WHERE OCCURS. RE: STRUCTURAL OVERHEAD DOOR AND TRACK SCHEDULED WALL SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALL STEEL ANGLE, RE: STRUCTURAL SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALL STEEL ANGLE, RE: STRUCTURAL SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALL SHIM AS REQUIRED PAINTED HOLLOW METAL FRAME. DOOR SEALANT, EACH SIDE STEEL ANGLE, RE: STRUCTURAL SCHEDULED WALL SCHEDULED WALL SCHEDULED WALL DOOR SEALANT AND BACKER ROD, EACH SIDE PAINTED HOLLOW METAL FRAME. INSULATED FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER SCHEDULED WALL DOOR SEALANT AND BACKER ROD, EACH SIDE PAINTED HOLLOW METAL FRAME. INSULATED STEEL ANGLE. RE: STRUCTURAL WEEP @ 24" O.C. MIN. HORZ. NOTCHED BRICK FLASHING W/ DRIP EDGE FLEXIBLE FLASHING FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER OVERHEAD DOOR AND TRACK SCHEDULED WALL 3 5/8" METAL STUD FRAMING PRE-FINISHED BREAK METAL FLASHING (COLOR SELECTED BY ARCH. AND OWNER) FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER SCHEDULED WALL STOREFRONT SYSTEM SEALANT AND BACKER ROD, EACH SIDE FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER SCHEDULED WALL STOREFRONT SYSTEM SEALANT AND BACKER ROD, EACH SIDE SHIM AS REQUIRED STEEL ANGLE. RE: STRUCTURAL WEEP @ 24" O.C. MIN. HORZ. NOTCHED BRICK FLASHING W/ DRIP EDGE FLEXIBLE FLASHING FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER PAINTED HOLLOW METAL FRAME. DOOR SEALANT, EACH SIDE TYPES RE: WALL HEADER, RE: STRUCTURAL SCHEDULED WALL SCHEDULED WALL STOREFRONT SYSTEM SEALANT AND BACKER ROD, EACH SIDE FLUID APPLIED AIR AND WATER RESISTIVE BARRIER, VAPOR PERMEABLE BARRIER SOLID SURFACE SILL, SS-01, RE: FINISH SCHEDULE 1/2" PRE-FINISHED BREAK METAL FLASHING WITH DRIP EDGE SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALL STEEL ANGLE, RE: STRUCTURAL SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALLS STEEL ANGLE, RE: STRUCTURAL SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALLS STEEL ANGLE, RE: STRUCTURAL SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALLS SEALANT AND BACKER ROD STOREFRONT SYSTEM SCHEDULED WALLS4"CONT. FLEXIBLE SEAL BY OHD MANUF OVER CONT. SEALANT 4"HEADER, RE: STRUCT WALL AS SCHEDULED BRICK VENEER, RE: WALL TYPES RUN VAPOR BARRIER DOWN FACE OF FLASHING 3/16" STEEL CHANNEL - PAINT TO MATCH ADJACENT FINISHES 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 # : 12005 AE531 Door & Window Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 3" = 1'-0"E6 HM Jamb CMU Detail 3" = 1'-0"E5 HM Jamb Stud Detail 3" = 1'-0"E1 Overhead Door Jamb Detail 3" = 1'-0"B6 Window Head Detail 3" = 1'-0"B5 Window Jamb Detail 3" = 1'-0"B3 Window Jamb Detail_Interior 3" = 1'-0"D6 HM Jamb CMU w/ Gyp Detail 3" = 1'-0"D5 HM Jamb New Brick Detail 3" = 1'-0"D4 HM Head New Brick Detail 3" = 1'-0"E2 Overhead Door Jamb Detail @ CE Storage 3" = 1'-0"C6 Window Jamb New Brick Detail 3" = 1'-0"C2 Window Head New Brick Detail 3" = 1'-0"E4 HM Head Stud Detail 3" = 1'-0"C4 Window Sill New Brick Detail 3" = 1'-0"B4 Window Sill Detail 3" = 1'-0"A5 Window Jamb Detail_CMU w/ Gyp 3" = 1'-0"A6 Window Head Detail_CMU w/ Gyp 3" = 1'-0"A4 Window Head Detail_CMU w/ Gyp One Side 3" = 1'-0"A3 Window Jamb Detail_CMU w/ Gyp One Side 3" = 1'-0"C1 Head at OH Door 5 1/2"1' - 6"1' - 6"UPHOLSTERED CUSHION, USE HIGH DENSITY FOAM. UPHOLSTER W/ FB-01; RE: FINISH SCHEDULE. REFER TO PLANS FOR WALL TYPE 16 GUAGE STEEL, MP-01;RE: FINISH SCHEDULE SCHEDULED FLOOR BASE AS SCHEDULED, RE: INTERIOR ELEVATIONS BLOCKING AND FRAMING AS REQ'D 3/4" PLYWOOD CORE FACED W/ PLASTIC LAMINATE, PL-01; RE: FINISH SCHEDULE SEE INTERIOR ELEVATIONS2 1/4"1' - 6 1/2"2 1/4"2' - 0" 4"6' - 4 1/2"WINDOW WHEN OCCURS; RE: INTERIOR ELEVATIONS FOR LOCAITON 2"X2"X3/16" WELDED STEEL ANGLE; FASTEN TO STUD @ 16" O.C. -RE: D1 AE521 2"X2"X3/16" WELDED STEEL ANGLE; FASTEN TO STUD @ 16" O.C. UPHOLSTERED CUSHION, USE HIGH DENSITY FOAM. UPHOLSTER W/ FB-02; RE: FINISH SCHEDULE.3"2 1/2" 1 0 1.0 0°3/4" PLYWOOD CORE ATTACH AT TOP W/ #6 SCREW ATTACH AT BOTTOM W/ #6 SCREW SCRIBE TIGHTLY TO WALL REFER TO PLANS FOR WALL TYPE 3X3X1/8 ANGLE IRON, MP-02; RE: FINISH SCHEDULE. SHROUD ON ALL SIDES, SEE INTERIOR ELEVATIONS. SCHEDULED FLOOR, RE: FINISH FLOOR PLANS BASE AS SCHEDULED, RE: INTERIOR ELEVATIONS BLOCKING AND FRAMING AS REQ'D BULLETIN BOARD DISPLAY 10.16, RE: ACCESSORY SCHEDULE. ATTACH PER MANUFACTURER RECOMMENDATIONS 3"9"6' - 5"AE571 D3 3X3X1/8 ANGLE IRON, MP-02; RE: FINISH SCHEDULE 3" BULLETIN BOARD, SEE ACCESSORY SCHEDULE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. WALL AS SCHEDULED REFER TO PLANS FOR WALL TYPE ANGLE IRON ON ALL SIDES, SEE INTERIOR ELEVATIONS 3x3x1/8 STEEL ANGLE IRON, MP-02; RE: FINISH SCHEDULE TILE, TL-03; RE: FINISH SCHEDULE BLOCKING AND FRAMING AS REQ'D TILE, TL-02; RE: FINISH SCHEDULE SEE PLANS FOR WALL AS SCHEDULED 3" 5/8" TYPE X MOISTURE RESITANT BACKER BOARD ATTACHED TO STUDS 3X3X1/8 ANGLE IRON, MP-02; RE: FINISH SCHEDLE TILE, TL-03; RE: FINISH SCHEDULE MITERED CORNER TILE, TL-02; RE: FINISH SCHEDULE ALIGN WALL AS SCHEDULE, RE: FLOOR PLANS SCHEDULED FLOOR, RE: FINISH PLANS 3/4" PLYWOOD CORE FACED WITH PL-01, RE: FINISH SCHEDULE AE522 A1 TYP.3/4"TYP.8"3 1/2"WALL PAINTED PNT-03, RE: FINISH SCHEDULE SCRIBE TIGHT TO CEILING SCRIBE TIGHT TO FLOOR WALL AS SCHEDULED REFER TO PLANS FOR WALL TYPE 10.18, WHEEL DISPLAY HOOK; RE: ACCESSORY SCHEDULE. SEE INTERIOR ELEVATIONS FOR HEIGHTS & LOCATIONS. BLOCKING AND FRAMING AS REQ'D STEEL DMOUNTED DIRECTLY TO WALL W/ BOLT 5' - 0"SEE INTERIOR ELEVATIONSPENDANT AS SCHEDULED, SEE ELECTRICAL. MOUNT TO J-BOX ATTACHED AT BAR BLOCKING AND FRAMING AS REQ'D WALL AS SCHEDULED, RE: FLOOR PLANS FLOOR AS SCHEDULED, RE: FINISH FLOOR PLANS BASE AS SCHEDULED, RE: INTERIOR ELEVATIONS AND FINISH FLOOR PLANS1' - 6"3X1/8 STEEL, MP-03; RE: FINISH SCHEDULE 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 # : 12005 AE571 Interior Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1 1/2" = 1'-0"A5 Bench w/ Metal Shroud 1 1/2" = 1'-0"A4 Student Display Bulletin Board 3" = 1'-0"D3 Display Board Shroud Detail 3" = 1'-0"D1 Restroom Shroud - Plan 3" = 1'-0"D4 Restroom Shroud Corner Detail 1 1/2" = 1'-0"A3 Wood Wall 1 1/2" = 1'-0"D2 Rim Mounting Detail 1 1/2" = 1'-0"A1 Pendants at Student Collaboration CARPET OR LVT, RE: FINISH SCHEDULE CONCRETE, RE: FINISH PLANS TARKETT TRANSITION STRIP, RE: TRANSITION SCHEDULE CARPET, RE: FINISH SCHEDULE TILE, RE: FINISH SCHEDULE SCHLUTER TRANSITION STRIP, RE: TRANSITION SCHEDULE SCHLUTER JOLLY ANODIZED ALUMINUM TRIM PIECE. SIZE TO MATCH TILE THICKNESS TYP. AT TOP OF TILE WAINSCOT SCHEDULED WALL TILE SEE PLANS FOR SCHEDULED WALL THIN SET MORTER SCHEDULE TILE FLOORING; RE: FINISH PLAN COVE BASE, TS-04; RE: TRANSITION SCHEDULE SCHEDULE WALL TILE, RE: INTERIOR ELEVATIONS FOR TYPE WALL AS SCHEDULE, RE: FLOOR PLANS FOR TYPE SCHLUTER JOLLY ANODIZED ALUMINUM TRIM PIECE. SIZE TO MATCH TILE THICKNESS TYP. AT TOP OF TILE WAINSCOT SCHEDULED WALL TILE SEE PLANS FOR SCHEDULED WALL SCHLUTER JOLLY ANODIZED ALUMINUM TRIM PIECE. SIZE TO MATCH TILE THICKNESS TYP. AT TOP OF TILE WAINSCOT SCHEDULED WALL TILE SEE PLANS FOR SCHEDULED WALL SCHEDULED WALL TILE 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 # : 12005 AE572 Interior Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 12" = 1'-0"A1 TS-01 - Carpet to Concrete 12" = 1'-0"A2 TS-02 - Tile to Carpet 3" = 1'-0"B1 TS-03 - Tile Edge 3" = 1'-0"A3 TS-04 - Cove Base 3" = 1'-0"A5 TS-03 - Tile Corner Type 2 3" = 1'-0"A4 TS-03 - Tile Corner 5' - 7"2' - 5"3' - 6" SF01 A B5 AE531 B5 AE531 B6 AE531 B4 AE531 4' - 0"3' - 6"4' - 0" SF02 A B5 AE531 B5 AE531 B6 AE531 B4 AE531 Level 1 100' -0"7' - 10"5' - 4" 3' - 0" SF03 C B3 AE531 EQ EQ 4' - 0"4' - 0"SF04 AA B5 AE531 B5 AE531 B6 AE531 B4 AE531 11' - 4"3' - 6"4' - 6"EQ EQ SF05 AA 9' - 6" A4 AE531 A3 AE531 A3 AE531 Level 1 100' -0"3' - 4"3' - 9"1' - 11"EQ EQ SF06 A5' - 8"7' - 4" A AA B5 AE531 B5 AE531 B4 AE531 B6 AE531 4' - 0"3' - 6"EQ EQ SF08 A A C6 AE531 C6 AE531 C2 AE531 8' - 0" C4 AE5317' - 2"5' - 4" SF07 B A6 AE531 A5 AE531 A5 AE531 GENERAL NOTES -WINDOW TYPES A. WINDOW TYPES KEY: SFxx (STORE FRONT SYSTEM) : 2" X 4 1/2" (B.O.D. = KAWNEER TRIFAB VERSAGLAZE 451T) B. UNLESS OTHERWISE SPECIFIED, MAX GLASS PANEL WIDTH SIZE SHALL NOT BE GREATER THAN 5'-0", ALL GLASS PANEL WIDTHS SHALL BE EQUAL. C. OVERALL DIMENSIONS ARE FROM OUTSIDE FACE OF MULLION; INTERIOR/FIELD DIMENSIONS ARE TO CENTERLINE OF MULLION D. PROVIDE TEMPERED GLASS AT ALL CODE REQUIRED LOCATIONS E. CONTRACTOR SHALL BE THE RESPONSIBLE PARTY FOR THE ENERGY PERFORMANCE RATINGS OF THE FENESTRATION SYSTEM IN ACCORDANCE WITH THE NATIONAL FENESTRATION RATING COUNCIL REQUIREMENTS. CONTRACTOR SHALL ACQUIRE LABEL CERTIFICATES FOR SITE-BUIT GLAZING SYSTEMS AS REQUIRED BY THE CODE OFFICAL. CONTRACTOR SHALL HAVE THE OPTION OF SELECTING EITHER THE "CERTIFIED PRODUCT" OR "CERTIFIED PROJECT PATH" PER NFRC 100 SEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"WOOD D1 SEE SCHED.6" SEE SCHED.6"10"C.L. OF HARDWARE3' - 4"6"SEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"HOLLOW METAL D6 ALUMINUM D9 F1 F2 2"SEE SCHED.2"SEE DOOR SCHEDULE2"4"7' - 0"2"SEE SCHED.2"SEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"D2 WOOD EQ EQ F3 2"SEE SCHED. 2"1' - 2" 2"SEE DOOR SCHEDULE2"J HOLLOW METAL HOLLOW METAL HOLLOW METAL 6"F4 2"SEE SCHED.2"SEE DOOR SCHEDULE2"HOLLOW METALSEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"D8 HOLLOW METAL EQ EQ FRAME TYPES SEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"WOOD D4 5"2' - 3"SEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"HOLLOW METAL D5 SEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"D7 HOLLOW METAL EQ EQ SEE SCHED.SEE SCHED.C.L. OF HARDWARE3' - 4"D3 WOOD EQ EQ F5 2"SEE SCHED.2"SEE DOOR SCHEDULE4"HOLLOW METAL DOOR TYPES OVERHEAD SECTIONAL DOOR WITH VISION PANELS CLOPAY MODEL 3722? D10 OVERHEAD SECTIONAL DOOR CLOPAY MODEL 3722? D1112' - 0"16' - 6"16' - 6" F6 2"SEE SCHED. 2"W/ EXIST OPENING 3'-10" VERIFY 2"SEE DOOR SCHEDULE2"J HOLLOW METAL 6"NOT USED NOT USED Level 1 100' -0" SF09 B A A 9' - 0"7' - 4" SCHED. SEE DOOR SEE DOOR SCHED.B5 AE531 B6 AE531 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 # : 12005 AE601 Door Schedule/ Types & Window Types 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents DOOR SCHEDULE Number Door Dimensions Door Frame Details Hardware Set CommentsWD HGT THK Type Material Finish Type Material Finish Head Jamb Sill 103 3' - 0" 7' - 8" D9 ALUMINUM DARK BRONZE SEE WINDOW TYPES DARK BRONZE ANNODIZED SEE ELEV. SEE ELEV. SEE ELEV. A1 COLOR TO MATCH EXISTING STOREFRONT 112 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING E4/AE531 E5/AE531 02 EXISTING DOOR. TOUCH UP FINISH AS NEEDED AFTER RE-INSTALL 115 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F1 HOLLOW METAL PAINTED E4/AE531 E5/AE531 10 116 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL VENEER F1 HOLLOW METAL PAINTED E4/AE531 E5/AE531 06 116.1 1' - 6" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F1 HOLLOW METAL PAINTED E4/AE531 E5/AE531 11 117 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F1 HOLLOW METAL PAINTED E4/AE531 E5/AE531 10 119 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 120 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 121 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 122 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 123 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 124 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 125 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 127 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 128 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 129 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 130 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 131 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 03 132.1 3' - 6" 7' - 0" 1 3/4" D4 SOLID CORE PAINTED F5 HOLLOW METAL PAINTED E6/AE531 16 132.2 3' - 0" 7' - 0" 1 3/4" D6 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 03 132A 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 07 132B 3' - 0" 7' - 0" 1 3/4" D8 HOLLOW METAL VENEER F4 HOLLOW METAL PAINTED E4/AE531 E5/AE531 14 133 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 134 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F3 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 135 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL VENEER F1 HOLLOW METAL PAINTED E4/AE531 E5/AE531 06 137.1 3' - 6" 7' - 0" 1 3/4" D4 SOLID CORE PAINTED F5 HOLLOW METAL PAINTED D6/AE531 16 137.2 3' - 0" 7' - 0" 1 3/4" D4 SOLID CORE PAINTED F2 HOLLOW METAL PAINTED E6/AE531 15 137.3 16' - 0" 12' - 0" D11 PER MANUFACTURER PRE-FINISH PER MFR. PER MFR. PRE-FINISH E1/AE531 01 137A 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F1 HOLLOW METAL PAINTED E4/AE531 E5/AE531 07 137B 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 13 137C 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F1 HOLLOW METAL PAINTED E6/AE531 07 138.1 3' - 6" 7' - 0" 1 3/4" D4 SOLID CORE PAINTED F5 HOLLOW METAL PAINTED D6/AE531 16 138.2 3' - 0" 7' - 0" 1 3/4" D6 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 03 138.3 16' - 0" 12' - 0" D10 PER MANUFACTURER PRE-FINISH PER MFR. PER MFR. PRE-FINISH E1/AE531 01 138.4 3' - 0" 7' - 0" 1 3/4" D6 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 04 138.5 16' - 0" 12' - 0" D10 PER MANUFACTURER PRE-FINISH PER MFR. PER MFR. PRE-FINISH E1/AE531 01 138.6 3' - 0" 7' - 0" D9 ALUMINUM DARK BRONZE SEE WINDOW TYPES DARK BRONZE BRONZE SEE ELEV. SEE ELEV. SEE ELEV. A2 COLOR TO MATCH EXISTING STOREFRONT 138C 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 08 140.1 16' - 0" 12' - 0" D11 PER MANUFACTURER PRE-FINISH PER MFR. PER MFR. PRE-FINISH E2/AE531 01 140.2 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F1 HOLLOW METAL PAINTED E6/AE531 05 141 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F1 HOLLOW METAL PAINTED D4/AE531 D5/AE531 05 142.1 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F2 HOLLOW METAL PAINTED E6/AE531 07 142.2 3' - 0" 7' - 0" 1 3/4" D5 HOLLOW METAL PAINTED F1 HOLLOW METAL PAINTED D4/AE531 D5/AE531 05 143.1 3' - 0" 7' - 0" 1 3/4" D7 HOLLOW METAL PAINTED F5 HOLLOW METAL PAINTED E6/AE531 09 144 3' - 0" 7' - 0" 1 3/4" D4 SOLID OAK WOOD STAINED F1 HOLLOW METAL PAINTED E4/AE531 E5/AE531 12 STAINED TO MATCH EXISTING 203 3' - 0" 7' - 0" 1 3/4" D1 SOLID CORE VENEER F2 HOLLOW METAL PAINTED E6/AE531 07 GENERAL NOTES - DOORS 1 ALL HOLLOW METAL FRAMES AND DOORS ARE TO BE PAINTED TO MATCH ADJACENT WALL FINISH, UNLESS NOTED OTHERWISE 2 ALL INTERIOR HOLLOW METAL FRAME WIDTHS ARE TO MATCH WALL WIDTHS; COORDINATE WITH WALL TYPES 3 WOOD DOOR GRAIN DIRECTION TO MATCH ADJACENT WOOD WALL GRAIN DIRECTION 4 METAL FRAMES IN WOOD DOORS TO MATCH WOOD FINISH PER ARCHITECTS CONTROL SAMPLE, UNLESS NOTED OTHERWISE 5 FINISH OF METAL FRAMES ADJACENT TO METAL PANEL TO MATCH METAL PANEL COLOR 6 COLOR TRANSITIONS TO OCCUR AT INSIDE OF FRAME STOP 7 DOORS SERVING SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE PER IBC 2015 1010.1.10. ALSO RE: DOOR HARDWARE GLAZING/SPANDREL SCHEDULE A 1" DOUBLE GLAZED INSULATED B 1" DOUBLE GLAZED INSULATED - TEMPERED C 1/4" CLEAR GLAZING - TEMPERED NOTES: 1. COORDINATE WITH HARDWARE SPECIFICATIONS ON CARD READERS AND OTHER ELECTRICAL NEEDS FOR DOORS. 2. IF POSSIBLE, SALVAGE AND RE-USE HOLLOW METAL DOORS IF THEY ARE IN GOOD CONDITION AND CAN HOUSE THE NEW CALLED OUT HARDWARE. CONCEALED, IN-WALL SPEED BRACE, AS REQ'D COUNTERTOP: 1 1/2" THICK, SQUARE EDGE - SCRIBE TIGHTLY TO WALL. MITERED EDGE. RE:MILLWORK SCHEDULE FOR MATERIAL. REFER TO FLOOR PLAN FOR WALL TYPES PROVIDE BLOCKING AS REQ'D UNDER-MOUNT SINK. RE: PLUMBING INSULATE DRAIN PIPES PER ADA REQUIREMENTS FULL HEIGHT TILE BACKSPLASH. SEE INTERIOR ELEVATIONS. PLUMBING FIXTURE, SEE PLUMBING CLR.2' - 3"2' - 0"A.F.F.2' - 10"FINISHED FLOOR; RE: FINISH PLAN FOR TYPE PROVIDE BLOCKING AS REQ'D (4) ADJUSTABLE SHELVES INTERIOR CABINET & FRAME: 3/4" PLYWOOD FACED W/ PL-01; RE: FINISH SCHEDULE. SLIDING GLASS DOORS WALL AS SCHEDULED SEE INTERIOR ELEVATIONSKEYED LOCKING HARDWARE; ARCHITECT TO SELECT FROM MAUF. FULL RANGE OF METAL FINISH OPTIONS. SLIDING GLASS DOOR TRACK SYSTEM; ARCHITECT TO SELECT FROM PRODUCTS FULL RANGE OF METAL FINISH OPTIONS. SHELVES, TYP.: 3/8" THICK GLASS, TEMPERED, WITH FLAT POLISHED EDGE. SLIDING GLASS DOOR TRACK SYSTEM; ARCHITECT TO SELECT FROM PRODUCTS FULL RANGE OF METAL FINISH OPTIONS. 1" 2' - 0 1/2"4"3" BASE AS SCHDULED, SEE INTERIOR ELEVATIONS 3"4"2' - 10"4"2' - 0"1' - 8"2' - 6"1' - 0" SCHEDULED FINISH FLOOR; RE: FINISH FLOOR PLANS LOWER CA;BINET WALL AS SCHEDULED; RE: PLAN FOR TYPE UPPER CABINET WALL AS SCHEDULED; RE: PLAN FOR TYPE 8x12 SPEED BRACE; RE: ACCESSORY SCHEDULE 3/4" PLYWOOD SHELF SEE ELEVATIONCENTERLINE OF DOOR STILE CABINET PULL HARDWARE CABINET DOOR UPPER CABINET DOOR BASE CABINET DOORS DRAWER DRAWER FRONT DRAWER PULL HARDWARE TOP OF DOOR STILE (1 1/2" IF FLAT PANEL) CENTERLINE OF DOOR STILE CABINET PULL HARDWARE CABINET DOOR TOP OF DOOR STILE (1 1/2" IF FLAT PANEL) CL CL CL CL 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 # : 12005 AE901 Casework Details 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1 1/2" = 1'-0"A1 Restroom Counter @ Sink 1 1/2" = 1'-0"A4 Display Case 1 1/2" = 1'-0"A5 Typical Casework Dimensions 1 1/2" = 1'-0"A3 Storage Shelf 3/4" = 1'-0"B1 Millwork Hardware Locations UP UP UP FLOOR FINISH LEGEND FEILD CARPET Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NAME ROOM NUMBER FINISH KEY MATERIAL FINISH CODE ARROWS REPRESENT EXTENT OF SCOPE CPT-02 CPT-01 CONCRETE - POLISHED CONCRETE - SEALED PSC-01 SC-01 ** SEE ENLARGED FINISH PLANS + INTERIOR ELEVATIONS+ FINISH SCHEDULE SHEET FOR MORE INFORMATION *XXX-XACCENT CARPET TILE TL-01 EPOXY FLOORING EP-01 LUXURY VINYL TILE LVT-01 ACCENT CARPET CPT-03 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE ENGINES LAB 143 EP-01 RB-01 PNT-01 AUTO STORAGE 142 SC-01 RB-01 PNT-01 CE STORAGE 140 SC-01 - PNT-06 AUTOMOTIVE SHOP 138 EP-01 - PNT-06 HIGH BAY SHOP 137 EP-01 - PNT-06 CM / CE LAB 132 EP-01 - PNT-06 VESTIBULE 101 CPT-02 - - AUTO TOOL ROOM 138B EP-01 - PNT-06 BREAK ROOM 130 LVT-01 RB-01 PNT-01 OFFICE 129 CPT-01 CB-01 PNT-01 OFFICE 128 CPT-01 CB-01 PNT-01 OFFICE 127 CPT-01 CB-01 PNT-01 FIRE RISER 132B EP-01 RB-01 PNT-01 CM/CE TOOL ROOM 132A SC-01 - PNT-06 STUDENT COLLABORATION 136 PSC-01 RB-01 PNT-01 CORRIDOR 139 PSC-01 RB-01 PNT-01 I.T. 135 CPT-01 CB-01 PNT-01 OFFICE 133 CPT-01 CB-01 PNT-01 OFFICE 134 CPT-01 CB-01 PNT-01 CUSTODIAL 138A EP-01 - PNT-06 CURING CLOSET 137B SC-01 - PNT-05 MECH 141 SC-01 RB-01 PNT-01 WOMEN'S 117 TL-01 - ** MEN'S 115 TL-01 - ** JANITOR 116 SC-01 RB-01 PNT-01 OFFICE 121 CPT-01 CB-01 PNT-01 OFFICE 124 CPT-01 CB-01 PNT-01 OFFICE 122 CPT-01 CB-01 PNT-01 OFFICE 123 CPT-01 CB-01 PNT-01 OFFICE 119 CPT-01 CB-01 PNT-01 OFFICE 120 CPT-01 CB-01 PNT-01 OFFICE 125 CPT-01 CB-01 PNT-01 CORRIDOR 118 CPT-01 CB-01 PNT-01 CORRIDOR 131 CPT-01 CB-01 PNT-01 SEATING 126 CPT-03 - PNT-01 CONCRETE TOOLS 137A SC-01 - PNT-06 CM TOOL STORAGE 137C SC-01 - PNT-06 1 (ELECTRIC CHARGING STATION) 2 (ELECTRIC CHARGING STATION) 3 4 5 6 7 8 9 10 11 12 13141516171819202122232425 26 26 BREAK ROOM 111B LVT-01 RB-01 PNT-01 OPEN OFFICE OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE (N.I.C.)OFFICE RECEPTION 102 CPT-01 WB-01 PNT-01 CONFRENCE ROOM (N.I.C.) OFFICEOFFICE OFFICE (N.I.C.) TOOL BOX STORAGE 138C EP-01 - PNT-06 03.01 03.01 03.01 05.0105.01 02.11 08.01 11.05 SF01SF01SF03SF02SF06SF05 SF01 06.04 11.03 11.03 11.03 11.03 11.03 11.0411.0411.0411.0411.0411.04 08.01SF0705.03 CPT-029' - 9 1/2"8' - 5" CORRIDOR 103 CPT-01 WB-01 PNT-01 PNT-03PATCH TO MATCH EXISTING FINISHES 09.33 09.33 09.33 09.33 8' - 6 5/8"18' - 4"SOILS STORAGE AND COMPACTION 144 SC-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 # : 12005 AF101 Finish Plan - Level 1 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents GENERAL NOTES - FINISH PLAN 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL METAL STUDS WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES AE500 FOR WALL TYPES 3 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES AE500 4 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 5 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 6 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTER LINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 7 PREPARE FLOORS/WALLS TO RECIEVE FINISH MATERIAL. REFER TO MANUFACTURERS RECOMMENDATIONS FOR SURFACE PREPERATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQURED INSTALLATION. 8 REFER TO ROOM FINISH SCHEDULE AND MATERIAL LEGEND ON SHEET SERIES AF600 FOR MORE INFORMATION 9 SEE DIMENSION PLAN SHEET SERIES AE120 FOR WALL TYPE LOCATIONS; SEE SHEET SERIES AE500 FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 10 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASE WORK, FIXED FURNISHINGS AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE AND FIXTURE SHEETS, AND SPECIFICATIONS. SEE SHEET SERIES AE900 FOR TYPICAL DETAILS 11 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 12 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES, SEE SPECIFICAITONS. 13 ALL GROUT TO BE SEALED 14 ALL FLOOR CHANGES TO HAVE TRANSITION STRIP, SEE SCHEDULE. KEYED NOTES 02.11 EXISTING STEAM LINE TO REMAIN 03.01 BACKFILL EXISTING LOADING BAY RECESSES AND TOP WITH CONCRETE 05.01 NEW LANDING, STAIRS AND GUARDRAIL AND RAILING (POWDER COATED - COLOR TO BE SELECTED BY OWNER AND ARCHITECT.) 05.03 COLUMN WRAP PROTECTION - SENTRY CONCRETE WRAP CW0244-48 06.04 INFILL WALLS WITH FRAMING AND GYP BD. FINISH TO MATCH EXISTING, TYP. 08.01 NEW OPENING IN EXISTING WALL 09.33 CORNER GUARD CG-01, RE: FINISH SCHEDULE 11.03 12' X 16' STALL WITH 2" PAINTED STRIPING 11.04 12' X 18' STALL WITH 2" PAINTED STRIPING 11.05 CONCRETE WASH OUT. RE: INTERIOR FURNISHINGS AND EQUIPMENT PLANS AND SCHEDULES 1/8" = 1'-0"A1 Level 1 Finish Plan TL-03 UP UP FLOOR FINISH LEGEND FEILD CARPET Room name 101 F B W WALL FINISH BASE FINISH FLOOR FINISH ROOM NAME ROOM NUMBER FINISH KEY MATERIAL FINISH CODE ARROWS REPRESENT EXTENT OF SCOPE CPT-02 CPT-01 CONCRETE - POLISHED CONCRETE - SEALED PSC-01 SC-01 ** SEE ENLARGED FINISH PLANS + INTERIOR ELEVATIONS+ FINISH SCHEDULE SHEET FOR MORE INFORMATION *XXX-XACCENT CARPET TILE TL-01 EPOXY FLOORING EP-01 LUXURY VINYL TILE LVT-01 ACCENT CARPET CPT-03 2 2 3 3 4 4 5 5 6 6 7 7 BB CC 1 1 8 8 AA DD EE HIGH BAY MEZZANINE 201 SC-01 - PNT-01 MECH 202 SC-01 - PNT-01 CE/CM STORAGE MEZZANINE 203 SC-01 - PNT-01 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO 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 # : 12005 AF102 Finish Plan - Mezzanine 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents GENERAL NOTES - FINISH PLAN 1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS 2 ALL METAL STUDS WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES AE500 FOR WALL TYPES 3 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES AE500 4 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 5 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS 6 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTER LINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE 7 PREPARE FLOORS/WALLS TO RECIEVE FINISH MATERIAL. REFER TO MANUFACTURERS RECOMMENDATIONS FOR SURFACE PREPERATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQURED INSTALLATION. 8 REFER TO ROOM FINISH SCHEDULE AND MATERIAL LEGEND ON SHEET SERIES AF600 FOR MORE INFORMATION 9 SEE DIMENSION PLAN SHEET SERIES AE120 FOR WALL TYPE LOCATIONS; SEE SHEET SERIES AE500 FOR WALL TYPE AND ASSEMBLY DESCRIPTIONS 10 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASE WORK, FIXED FURNISHINGS AND EQUIPMENT. COORDINATE WITH ELEVATIONS, SECTIONS, FURNITURE AND FIXTURE SHEETS, AND SPECIFICATIONS. SEE SHEET SERIES AE900 FOR TYPICAL DETAILS 11 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 12 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES, SEE SPECIFICAITONS. 13 ALL GROUT TO BE SEALED 14 ALL FLOOR CHANGES TO HAVE TRANSITION STRIP, SEE SCHEDULE. KEYED NOTES 1/8" = 1'-0"A1 Level 2 Finish Plan GENERAL NOTES A. ALL MATERIALS LISTED MUST BE APPROVED BY SUBMITTAL PROCESS TO THE ARCHITECT B. CONTRACTOR TO PREPARE 3' X 3' ON-SITE PAINT MOCK-UP FOR COLOR APPROVAL BY ARCHITECT PRIOR TO COMMENCING PAINTING WORK C. UNLESS NOTED OTHERWISE, TILE INSTALLER IS TO FOLLOW TNCA & ANSI STANDARDS; ALL APPROPRIATE TRIM PIECES TO BE INCLUDED WITH TILE D. NO SUBSTITUTIONS OR OMISSIONS PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM ARCHITECT E. ARCHITECT TO SELECT FROM FULL RANGE OF COLORS AND FINISHES OFFERED BY MANUFACTURERS, INCLUDING CUSTOM F. USE CRACK ISOLATION MEMBRANCE UNDERA ALL TILE INSTALLATIONS 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 # : 12005 AF601 Finish, Accessory, Appliance, & Transition Schedule 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 PS-01 POLISHED SEALED CONCRETE UP TO 3200 GRIT HIGH GLOSS POLISHED FINISH, SILICATE HARDENER/SEALER AND PENETRATING SEALER; SEE SPECIFICATION FOR ADDITIONAL INFORMATION. GENERAL CONCRETE FINISH. SEE FINISH PLAN FOR LOCATIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. SC-01 SEALED CONCRETE SEE FINISH PLAN FOR LOCATIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. DIVISION 05 - METALS MP-01 HOT ROLLED STEEL -16 GAUGE STEEL CLEAR COAT SEE INTERIOR ELEVATIOS FOR LOCATION MP-02 STEEL ANGLE IRON -3X3X1/8 CLEAR COAT SEE INTERIOR ELEVATIOS FOR LOCATION MP-03 HOT ROLLED STEEL -3X1/8 CLEAR COAT SEE INTERIOR ELEVATIOS FOR LOCATION DIVISION 06 - WOODS, PLASTICS & COMPOSITES FRP-01 FIBERGLASS REINFORCED PANEL MARLITE STANDARD FRP - SMOOTH S 100G WHITE @ JANOTOR & CUSTODIAL, SEE INTERIOR ELEVATIONS FOR LOCATION PL-01 PLASTIC LAMINATE NEVAMAR HPL GLISTENING TRAILS - WH1000 SEE INTERIOR ELEVATIONS FOR LOCATION PL-02 PLASTIC LAMINATE WILSONART 78 FINEGRAIN FINISH WITH AEON MONTANA WALNUT @ BREAKROOM & AUTO TOOL ROOM, SEE INTERIOR ELEVATIONS FOR LOCATIONS PL-03 PLASTIC LAMINATE WILSONART 38 FINE VELVET TEXTURE FINISH PEARL SOAPSTONE @ AUTO TOOL ROOM, SEE INTERIOR ELEVATIONS FOR LOCATIONS DIVISION 09 - BASE & TRANSITIONS CB-01 CARPET WALL BASE INTERFACE 4" FREQUENCY II REPENTED 9422 SEE INTERIOR ELEVATIONS AND FINISH PLANS FOR LOCATIONS FW-01 FELT WALLCOVERING FILZFELT RIBSY 24X6X5/8 175 GRAPHITE @ STUDENT COLLABORATION RE: ELEVATIONS FOR DIMENSIONS AND LOCATION. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. TO BE PRECUT PLANKS. RB-01 RUBBER WALL BASE JOHNSONITE 4" TOE 63 BURNT UMBER B SEE INTERIOR ELEVATIONS AND FINISH PLANS FOR LOCATIONS RB-02 RUBBER WALL BASE JOHNSONITE 4" TOELESS TA1 TANNERY WB SEE INTERIOR ELEVATIONS AND FINISH PLANS FOR LOCATIONS RB-03 RUBBER WALL BASE JOHNSONITE 4" TOELESS 76 CINNAMON SEE INTERIOR ELEVATIONS AND FINISH PLANS FOR LOCATIONS WB-01 WOOD WALL BASE BYU-IDAHO STANDARD 4"TO MATCH EXISTING SEE INTERIOR ELEVATIONS AND FINISH PLANS FOR LOCATIONS WOOD STAINED TO MATCH EXISTING DIVISION 09 - CEILINGS ACP-01 ACOUSTICAL CEILING PANEL USG HALCYON LOGIX ACOUSTICAL PANELS, 2X2 WHITE SEE REFLECTED CEILING PLANS FOR LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SQUARE EDGE. 0.95 NRC RATING. ACP-03 SPECIALTY CEILING ARMSTRONG TECTUM DIRECT-ATTACH CEILING, 2x8, NO DESIGN TO MATCH DECK PAINT SEE REFLECTED CEILING PLANS FOR LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. ACP-04 SPECIALTY CEILING ARMSTRONG TECTUM DIRECT-ATTACH CEILING, 2x4, NO DESIGN TO MATCH DECK PAINT SEE REFLECTED CEILING PLANS FOR LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. DIVISION 09 - FLOORS CPT-01 CARPET TILE INTERFACE FREQUENCY II, 19X19 REPENTED 9422 @ COORIDORS, LOBBY, RECEPTIONS, SEE FINISH FLOOR PLANS FOR LOCATIONS. INSTALL PER MANUFACTURER RECOMMENDATION FIELD CARPET CPT-02 CARPET TILE INTERFACE STEP REPEAT SR699, 19x19 IRON @ STUDENT COLLABORATION, SEE FINISH PLANS FOR LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. ACCENT CARPET CPT-03 CARPET TILE INTERFACE ON LINE 138700AKOO, 9x39 PEPPER 103788 @ SEATING, SEE FINISH PLANS FOR LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. ACCENT CARPET EP-01 EPOXY FLOORING BYU-IDAHO STANDARD TBD TO MATCH EXISTING SEE FINISH PLANS FOR LOCATIONS. INSTALL PER MANUFACTURER RECOMMENDATIONS. LVT-01 LUXURY VINYL TILE DALTILE BELLANT, 36x36 BL32 CONCRETE GREY @ BREAKROOMS, SEE FINISH FLOOR PLANS FOR LOCATIONS. INSTALL PER MANUFACTURER RECOMMENDATION DIVISION 09 - PAINT & WALLCOVERING PNT-01 FIELD WALL PAINT SHERWIN WILLIAMS -SHELL WHITE (BYU-IDAHO CUSTOM COLOR)FIELD PAINT SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR LOCAITONS. SATIN FINISH PNT-02 CEILING PAINT SHERWIN WILLIAMS -SHELL WHITE (BYU-IDAHO CUSTOM COLOR)RE: REFLECTED CEILING PLANS FOR LOCATIONS.MATTE FINISH PNT-03 CEILING PAINT SHERWIN WILLIAMS -IRON ORE @ STUDENT COLLABORATION EXPOSED CEILING AND WALL, SEATING AREA WALL RE: INTERIOR ELEVAITONS AND REFLECTED CEILING PLANS. MATTE FINISH PNT-04 DOOR JAMB PAINT SHERWIN WILLIAMS -IRON ORE @ DOOR, STAIRS, JAMBS, RAILS RE: DOOR SCHEDULE AND FLOOR PLANS SEMI-GLOSS FINISH PNT-05 2 PART EPOXY WALL PAINT SHERWIN WILLIAMS PRO INDUSTRIAL HIGH PERFORMANCE EPOXY SHELL WHITE (BYU-IDAHO CUSTOM COLOR)@ CONCRETE CURING ROOM RE: INTERIOR ELEVAITONS AND REFLECTED CEILING PLANS. SEMI-GLOSS FINISH PNT-06 EPOXY WALL PAINT CLOVERDALE -RENAISSANCE @ SHOPS, RE: INTERIOR ELEVAITONS AND REFLECTED CEILING PLANS. SEMI-GLOSS FINISH DIVISION 09 - TILE TL-01 FLOOR TILE DALTILE VERTUO 12X24 MAESTRO VR10 @ RESTROOMS, SEE FINISH PLANS FOR LOCATIONS. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS, 1/8" GROUT JOINT, GROUT TO BE SELECTED BY ARCHITECT FROM FULL COLOR RANGE TL-02 WALL TILE DALTILE COLOR WHEEL LINEAR 2X8 MATTE ARCTIC WHITE 0790 @ RESTROOMS, SEE INTERIOR ELEVATIONS FOR LOCATIONS. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS, 1/8" GROUT JOINT, GROUT TO BE SELECTED BY ARCHITECT FROM FULL COLOR RANGE TL-03 WALL TILE CROSSVILLE RETRO ACTIVE 2.0 AND PATTERNS 6x24 ROYAL NAVY PATTERN @ RESTROOMS, DRINING FOUNTAIN, SEE INTERIOR ELEVATIONS FOR LOCAITONS. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS, 1/8" GROUT JOINT, GROUT TO BE SELECTED BY ARCHITECT FROM FULL COLOR RANGE DIVISION 10 - SPECIALTIES CG-01 CORNER GUARD KOROGARD GS15, 1-1/2"STAINLESS STEEL @ ALL EXPOSED FINISH CORNERS IN HIGH TRAFFIC AREAS, QTY 4. MOUNT AT 5" AFF. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SEE FINISH PLANS FOR LOCATION & QTY. FC-01 FIRE CABINET JL ACADEMY SEMI-RECESSED ALUMINUM SEE INTERIOR ELEVATIONS FOR LOCATIONS, INSTALL PER MANUFACTURERS RECOMMENDATIONS. MB-01 GLASS MARKER BOARD CLARUS FLOAT 4X8 C100 PURE WHITE @ STUDENT COLLABORATION, SEE INTERIOR ELEVATIONS FOR LOCATION. INSTALL PER MANUFACTURER RECOMMENDATIONS. MB-02 MARKER BOARD BYU-IDAHO STANDARD 4X6 -@ STUDENT COLLABORATION, SEE INTERIOR ELEVATIONS FOR LOCATION. INSTALL PER MANUFACTURER RECOMMENDATIONS. OWNER PROVIDED, OWNER INSTALLED DIVISION 12 - FURNISHINGS FB-01 UPHOLSTERY DESIGNTEX BILLIARD CLOTH 3549-804 PEWTER @ STUDENT COLLABORATION, SEE INTERIOR ELEVATIONS AND CASEWORK DETAILS FOR LOCATIONS. FB-02 UPHOLSTERY MOMENTUM SILICA ARCHITECT TO SELECT FROM FULL RANGE OF COLORS @ STUDENT COLLABORATION, SEE INTERIOR ELEVATIONS AND CASEWORK DETAILS FOR LOCATIONS. QTZ-01 QUARTZ COUNTERTOP PENTAL QUARTZ 3CM BC217P SPARKLING GRAY @ BREAKROOMS, STUDENT COLLAB, RESTROOMS, SEE INTERIOR ELEVATIONS FOR LOCATIONS. INSTALL PER MANUFACTURER RECOMMENDATIONS. RS-01 MANUAL ROLLER SHADE MECHO 5 EXTENDED BRACKET EQUINOX BLACKOUT GRAPHITE 0117 @ SOUTH AND WEST WINDOWS, SEE RCP'S FOR LOCATION & QUANTITY. SEE SPECIFICATIONS FOR MORE INFORMATION. 0% OPEN SS-01 SOLID SURFACE CORIAN SOLID SURFACE 3CM WHITE JASMINE @ WINDOW SILLS, SEE WINDOW DETAILS FOR LOCATION ST-01 STAINLESS STEEL COUNTERTOP -14 GAUGE -@ SHOP COUNTERTOPS, SEE INTERIOR ELEVATIOS FOR LOCATION SATIN FINISH SCEDULED MATERIALS AND FINISHES SHALL BE USED FOR BASIS OF DESIGN U.N.O. ACCESSORY SCHEDULE CODE PRODUCT TYPE MANUFACTURER MAKE/MODEL FINISH PROVIDED/INSTALLED BY COMMENTS 10.01 MIRROR - POLISHED EDGE 24"X42" FRAMELESS CONTRACTOR PROVIDED/CONTRACTOR INSTALLED USE MIRROR ADHESIVE, DIRECT GLUE TO WALL, NO HARDWARE. SEE ELEVATIONS FOR MOUNTING HEIGHTS. 10.02 URINAL PARTITION BYU-IDAHO STANDARD PHENOLIC ARCHITECT TO SELECT FROM FULL RANGE OF COLORS CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.03 SOAP DISPENSER - WALL MOUNTED WAXIE 1250ML CLEAN TOUCH MANUAL FOAM DISPENSER #386317 CHROME/BLACK OWNER PROVIDED/OWNER INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.05 PAPER TOWEL DISPENSER BOBRICK SURFAC-MOUNTED PAPER TOWEL DISPENSER / B-262 SATIN STAINLESS STEEL OWNER PROVIDED/OWNER INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.06 TOILET PARTITION BYU-IDAHO STANDARD PHENOLIC PRIVACY PARTTION ARCHITECT TO SELECT FROM FULL RANGE OF COLORS CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.07 BABY CHANGING STATION BOBRICK / KOALA HORIZONTAL RECESS MOUNTED #KB110-SSRE STAINLESS STEEL CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.08 TOILET SEAT COVER DISPENSER BOBRICK B-221 - SURFACE MOUNTED SATIN STAINLESS STEEL OWNER PROVIDED/OWNER INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.09 18" GRAB BAR BOBRICK B-68616 SATIN STAINLESS STEEL CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.10 36" GRAB BAR BOBRICK B-68616 SATIN STAINLESS STEEL CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.11 42" GRAB BAR BOBRICK B-5806 SATIN STAINLESS STEEL CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.12 SANITARY NAPKIN DISPENSER BOBRICK B37063C / TRIMLINE SERIES RECESSED STAINLESS STEEL CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.13 SANITARY NAPKIN DISPOSAL BOBRICK B-35139 SURFACE-MOUNTED STAINLESS STEEL CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.15 TOILET TISSUE DISPENSER BOBRICK B-274 SATIN STAINLESS STEEL OWNER PROVIDED/OWNER INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.16 BULLETIN BOARD DISPLAY FORBO BULLITEN BOARD 90"X48" POTATOE SKIN 2182 CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.17 COAT HOOK RICHELIEU 4" SINGLE METAL COAT HOOK / RH1163011195 BRUSHED NICKLE CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.18 WHEEL DISPLAY HOOK PRESTIGE WHEEL MWDH-100 BLACK CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10.19 SPEED BRACE FASTCAP SPEED BRACE WHITE 8X12 CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 11.06 TELEVISION MONITOR - -72" SCREEN OWNER PROVIDED/OWNER INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS 11.06 COLUMN WRAP PROTECTION CROWN 351096-040 ROUND YELLOW 12" CONTRACTOR PROVIDED/CONTRACTOR INSTALLED INSTALL PER MANUFACTURER'S RECOMMENDATIONS TRANSITION SCHEDULE CODE LOCATION MANUFACTURER PRODUCT NAME/NUMBER COLOR/FINISH SPECIFICATION TS-01 CARPET TO CONCRETE JOHNSONITE SLIM LINE TRANSITION 63 BURNT UMBER B HEIGHT TO MATCH MATERIAL THICKNESS. INSTALL PER MANUFACTURERS INSTRUCTIONS | SUB-CONTRACTOR TO CONFIRM SIZE. SEE DETAIL A1/AE572. TS-02 TILE TO CARPET SCHLUTER RENO-U SATIN ANODIZED ALUMINUM HEIGHT TO MATCH MATERIAL THICKNESS. INSTALL PER MANUFACTURERS INSTRUCTIONS | SUB-CONTRACTOR TO CONFIRM SIZE. SEE DETAIL A2/AE572. TS-03 TILE EDGE, TILE CORNER SCHLUTER JOLLY SATIN ANODIZED ALUMINUM HEIGHT TO MATCH MATERIAL THICKNESS. INSTALL PER MANUFACTURERS INSTRUCTIONS | SUB-CONTRACTOR TO CONFIRM SIZE. SEE DETAILS A4/AE572, A6/AE572, & B1/AE572. TS-04 COVE BASE SCHLUTER DILEX-HKS SATIN ANODIZED ALUMINUM HEIGHT TO MATCH MATERIAL THICKNESS. INSTALL PER MANUFACTURERS INSTRUCTIONS | SUB-CONTRACTOR TO CONFIRM SIZE. SEE DETAIL A3/AE572. APPLIANCE SCHEDULE CODE PRODUCT SIZE PROVIDED BY/INSTALLED BY COMMENTS 11.07 REFRIGERATOR 36WX72HX30D OWNER PROVIDED/OWNER INSTALLED @ BREAKROOMS, SEE INTERIOR ELEVATIONS FOR LOCATIONS. 11.10 MICROWAVE 24WX14HX19D OWNER PROVIDED/OWNER INSTALLED @ BREAKROOMS, SEE INTIERIOR ELEVATIONS FOR LOCATIONS. J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 F CR F F F DC DC DCF F F F F F F CR F F CR S RT-5 S RT-1 S AH-1 SRT-2S RT-4 UP 2 2 3 3 4 4 5 5 6 6 7 7 BB 1 1 8 8 AA A-14a A-14 A-14 A-14a AT-1 AT-1 AT-1A-17 A-12 A-12A-12 A-12 A-19 AT-1 A-11 A-9 A-10 A-8 A-8 A-7 EL-2 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1A-1A-1A-1A-1A-1A-1A-1A-1A-1A-1A-1 A-1 EL-1 EL-1 EL-1 EL-1 EL-1 EL-1 EL-1 EL-1 EL-1EL-1 EL-1 EL-1 EL-1 EL-1 EL-1 EL-1EL-1 EL-1 EL-3 A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20A-20A-20A-20A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20 EL-4 AT-6 MATCHLINE MATCHLINE AUTOMOTIVE SHOP 138 CE STORAGE 140 MECH 141 AUTO STORAGE 142 ENGINES LAB 143 AUTO TOOL ROOM 138B A-7 EL-1 A-1 A-1 A-1 EL-9 EL-9 EL-9 EL-9EL-9EL-9 EL-9 EL-9 EL-9 EL-9EL-9EL-9 EL-9 EL-9 EL-9 EL-9 EL-9EL-9 EL-9 AT-7AT-7 AT-7 AT-7 AT-7 AT-7 A-1 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2 A-2A-2A-2A-2A-2A-2A-2A-2A-2A-2A-2A-2 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3A-3A-3A-3A-3A-3A-3A-3A-3A-3A-3 A-4 A-4 A-4 A-4 A-4 A-4 A-4 A-4 A-4 A-4 A-4 A-4 A-4A-4A-4A-4A-4A-4A-4A-4A-4A-4A-4A-4A-4 A-4 A-5 A-5 A-5 A-5 A-5 A-5 A-5A-5A-5 A-5 A-5A-5 A-5 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14EL-14EL-14EL-14 EL-14 EL-6 EL-13 EL-13EL-13EL-13 EL-13 EL-13 EL-13 EL-13 EL-13 EL-13 AT-2 AT-2 AT-2 AT-2 AT-2 AT-2 A-1 TOOL BOX STORAGE 138C AT-1 AT-1 AT-1 AT-1 AT-1 AT-1 A-17 A-17 A-17A-17 A-17 A-17 A-17 A-17 A-17A-17 A-17A-17 A-17 A-17 A-6a EL-9 EL-9EL-9EL-9 EL-9 EL-9 EL-9 EL-9 EL-9 EL-9 A-14a A-14a A-14a CC-1 CS-26 EL-8EL-8 EL-8 EL-8EL-5 EL-5HB-17 CC-2 CC-4 CC-3 A KEY PLAN 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 # : 12005 AI101a Interior Furnishings & Equipment 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Level 1 Furnishings & Equipment Plan "A" FURNITURE SCHEDULE - LEVEL 1 AREA A Room # Room Name Type Mark Asset Name Count Existing New Future CFCI OFCI OFOI Special Requirements 138 AUTOMOTIVE SHOP A-1 2' x 5' Work Bench 26 ● 138B AUTO TOOL ROOM A-1 2' x 5' Work Bench 3 ● 138B AUTO TOOL ROOM AT-7 Task Chair 6 ● EQUIPMENT SCHEDULE - LEVEL 1 AREA A Room # Room Name Type Mark Asset Name Manufac turer Model Count Dimensions Existing New CFCI OFCI OFOI Special RequirementsH L W 138 AUTOMOTIVE SHOP A-2 100' Hose Reel 26 1' - 1 1/4" ● ● 138 AUTOMOTIVE SHOP A-3 Exhaust Ventilation Hose Reel 26 1' - 1 1/4" ● ● 138 AUTOMOTIVE SHOP A-4 Drop Light w/ Electrical Outlet 26 1' - 1 1/4" ● ● 138 AUTOMOTIVE SHOP A-5 Water Hose Reel 13 1' - 1 1/4" ● ● 138 AUTOMOTIVE SHOP A-8 Telescoping Transmission Jack Strongway 46203 2 2' - 4"● ● 138 AUTOMOTIVE SHOP A-12 Heavy Duty Tool Shelving 4 ● ● 138 AUTOMOTIVE SHOP A-14 Two Post Automotive Lift Mohawk Lifts On Plan 2 ● ● 208-230V, 1PH, 20A, These two (2) lifts are to be part of the construction scope. All necessary connections and services for all eight (8) lift locations to be installed during this project. The exact stall location for the two lifts to be determined by the owner. 138 AUTOMOTIVE SHOP A-14a Two Post Automotive Lift (Optional) Mohawk Lifts On Plan 5 ● ● 208-230V, 1PH, 20A, These six (6) lifts are optional for the owner. Provide electrical connections, necessary structural bases, and other related services for all eight lift locations. So that if or when the owner purchases additional lifts, they can install the lifts in the planned stalls. 138 AUTOMOTIVE SHOP A-19 Heavy Duty Delivery Shelf 1 ● ● 138 AUTOMOTIVE SHOP A-20 Waste Bin 22 3' - 0" 3' - 0" 3' - 0" ● ● 138B AUTO TOOL ROOM AT-1 Heavy Duty Shelving 10 ● ● ` 138B AUTO TOOL ROOM AT-2 Desktop Computer 6 1' - 2"● ● 138B AUTO TOOL ROOM AT-6 Pharos Printing Station Lulzbot MINI 1 2' - 6"● ● 138C TOOL BOX STORAGE A-17 Student Tool Box 15 3' - 0" ●● Student Provided UP UP REF.REF.2 2 3 3 4 4 5 5 6 6 7 7 CC 1 1 8 8 DD EE HB-9 HB-1 HB-1HB-1 HB-3HB-3 HB-3 CS-33 CS-1 CS-1 CS-1 CS-33CS-33 HB-4 HB-5 HB-7HB-8 HB-11 HB-6 HB-10 HB-12 HB-13 HB-13 HB-13 HB-13 HB-13 HB-13 HB-13 HB-13 HB-13HB-13 HB-14 CT-1 CT-1 A-20 A-20 A-20 A-20 A-20 A-20 A-20 A-20 HB-15 MATCHLINE MATCHLINE HIGH BAY SHOP 137 STUDENT COLLABORATION 136 CORRIDOR 139 OFFICE 133 OFFICE 134 I.T. 135 CM / CE LAB 132 CM/CE TOOL ROOM 132A FIRE RISER 132B VESTIBULE 101 CORRIDOR 131 SEATING 126 CORRIDOR 118 OFFICE 119 OFFICE 120 OFFICE 121 OFFICE 122 OFFICE 123 OFFICE 124 OFFICE 125 OFFICE 127 OFFICE 128 OFFICE 129 BREAK ROOM 130 JANITOR 116 WOMEN'S 117 MEN'S 115 CORRIDOR 103 RECEPTION 102 OFFICE 104 CONFRENCE ROOM (N.I.C.) 114 OFFICE 112 OFFICE (N.I.C.) 105 OFFICE (N.I.C.) 106 OFFICE (N.I.C.) 107 OPEN OFFICE 111 OFFICE 110 OFFICE (N.I.C.) 109 OFFICE (N.I.C.) 108 CURING CLOSET 137B CS-1 CS-38 CS-38 CS-38 CS-38CS-38 CS-5 CS-35 CS-2 HB-28 HB-28 HB-28 CS-6 CS-6 CS-6 CS-6 CS-6CS-6CS-6CS-6 CS-6 CS-6 CS-6 CS-6 CS-6CS-6CS-6CS-6 CS-7 CS-7 CS-7 CS-7 AT-1AT-1AT-1AT-1 OFFICE (N.I.C.) 113 CS-34 CS-34 CS-8 CS-9CS-9CS-9 CS-10 CS-11CS-11CS-11 CS-12 CS-12 CS-12 CS-13 CS-13 CS-13 CS-13 CS-14 CS-15 CS-15 CS-39 CS-16 CS-17CS-18 CS-20 CS-20CS-19 CS-21 CS-22 CS-23 CS-24CS-24 CS-25CS-25 CS-28 CS-32 CS-30 CS-31 HB-13 EL-2 ST-4 CM TOOL STORAGE 137C 160 SF / 4 OCC CONCRETE TOOLS 137A 112 SF / 3 OCC CT-1 CT-1 ST-11 ST-11 ST-12 ST-4 OS-5 OS-1 CS-33 CS-3 CS-36 CS-37 CS-22 CS-22 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 EL-14 CS-38 CS-38 CS-39 EL-14 CS-29 (ABOVE CS-21) (UNDER CS-21) AT-2 CS-4 CS-4 CS-27 CS-24 CS-15 EXISTING SPIGOT AND DRAIN CS-40 A-20 AT-1 AT-1 EL-14 ST-14 ST-14 ST-15 ST-15 ST-13 ST-13ST-16 ST-16 ST-16 ST-16 CS-41 HB-18 HB-16 HB-16HB-20 HB-19 HB-21HB-21HB-21HB-21HB-21 HB-22HB-22HB-22HB-22HB-22HB-22 (Located in Mezzanine Above)open shelves B KEY PLAN 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 # : 12005 AI101b Interior Furnishings & Equipment 20.0220 october 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 1/8" = 1'-0"A1 Level 1 Furnishings & Equipment Plan "B" EQUIPMENT SCHEDULE - LEVEL 1 AREA B Room # Room Name Type Mark Asset Name Man ufac -ture r Mo del Count Dimensions Existing New CFCI OFCI OFOI Mounting Requirements Special RequirementsH L W 132A CM/CE TOOL ROOM HB-13 Compound Miter Saw 1 2' - 4"● 132A CM/CE TOOL ROOM ST-11 UV Transmitter Meter 2 1' - 0" ●●Stored in cabinet when not in use. One new, one existing. 137 HIGH BAY SHOP A-20 Waste Bin 6 3' - 0" 3' - 0" 3' - 0" ● ● 137 HIGH BAY SHOP CS-27 Sulfer Capping Compound Melting Pot 1 1' - 6" ●●Cabinet storage space for sulfur compound chips. Fume Hood Required. 137 HIGH BAY SHOP CS-28 Vertical Capper Mold 1 1' - 0" ●●Install below Fume Hood. 137 HIGH BAY SHOP CS-29 Fume Hood Labconc o XStrea m 1 4' - 0" ● ● 137 HIGH BAY SHOP EL-14 Compressed Air Hose Reel 6 1' - 1 1/4" ● ● 137 HIGH BAY SHOP HB-4 Table Saw Delta 36-L35 2 1 4' - 0" ● ● 137 HIGH BAY SHOP HB-5 Bandsaw Jet JWBS- 16B 1 3' - 0" ● ● 137 HIGH BAY SHOP HB-6 Jointer Delta 855W4 80 1 4' - 0" ● ● 137 HIGH BAY SHOP HB-7 Belt Sander Powerm atic DS-20- 3 1 2' - 0" ● ● 137 HIGH BAY SHOP HB-8 Combo Sander Delta 855W4 80 1 3' - 0" ● ● 137 HIGH BAY SHOP HB-9 Drill Press 1 2' - 6" ● ● 137 HIGH BAY SHOP HB-10 Panel Saw Delta 855W4 80 1 10' - 0" ● ● 137 HIGH BAY SHOP HB-11 Brake Press 70 Tons 1 8' - 1" ● ● 137 HIGH BAY SHOP HB-12 Metal Abrasive Chop Saw 1 1' - 6" ● ● 137 HIGH BAY SHOP HB-13 Compound Miter Saw 10 2' - 4" ● ● 137 HIGH BAY SHOP HB-14 Tile Saw 1 3' - 0" ● ● 137 HIGH BAY SHOP HB-15 Table Saw Dust Collector 1 2' - 0" ● ● 137 HIGH BAY SHOP HB-16 Scaffolding 2 6' - 0" ●● 137 HIGH BAY SHOP HB-18 Masonry Saw 1 3' - 0" 3' - 0" 2' - 0" ●● 137 HIGH BAY SHOP HB-19 Concrete Compression Tester 1 3' - 0" ● ● 137 HIGH BAY SHOP HB-20 Concrete Rupture Tester 1 2' - 0" ●● 137 HIGH BAY SHOP HB-21 Ladder 5 10' - 0" 2' - 0" 6" ●● 137 HIGH BAY SHOP HB-28 Stainless Steel Sink 3 ● ● 137 HIGH BAY SHOP ST-4 Concrete Mixer 1 3' - 4" ●● Bolted to counter top. Will be stored and moved to mixing locations when used. Mixing location should be close to water and washout. 137 HIGH BAY SHOP ST-13 Heavy Duty Shelving 1 8' - 0" ● ● 137 HIGH BAY SHOP ST-16 Material Storage Rack 4 3' - 0" ●● 137A CONCRETE TOOLS CT-1 Heavy Duty Shelving 4 ● ●Moisture Resistant with Grided Shelf for drainage 137B CURING CLOSET AT-1 Heavy Duty Shelving 2 ● ● 137B CURING CLOSET HB-22 Saw Horse 6 3' - 0" 4' - 0" 1' - 6" ●● 137C CM TOOL STORAGE ST-13 Heavy Duty Shelving 1 8' - 0" ● ● 137C CM TOOL STORAGE ST-14 Heavy Duty Shelving 2 7' - 0" ● ● 137C CM TOOL STORAGE ST-15 Heavy Duty Shelving 2 5' - 0" ● ● 137D HB SHOP OUTSIDE OS-1 Concrete Wash Out 1 6' - 0" ● ●Located Outside 137D HB SHOP OUTSIDE OS-5 Dumpster 1 14' - 0" ● ●Located Outside EQUIPMENT SCHEDULE - LEVEL 1 AREA B Room # Room Name Type Mark Asset Name Man ufac -ture r Mo del Count Dimensions Existing New CFCI OFCI OFOI Mounting Requirements Special RequirementsH L W 132 CM / CE LAB A-20 Waste Bin 4 3' - 0" 3' - 0" 3' - 0" ● ● 132 CM / CE LAB AT-2 Desktop Computer 1 1' - 2" ● ● 132 CM / CE LAB CS-4 Soils/Asphalt Oven 2 3' - 0" ●●Exhaust for Ovens, Capping Molds, Melting Pots provided by Mechanical Contractor. See Mechanical Dwgs. 132 CM / CE LAB CS-5 New Stainless Steel Sink 1 ● ● 132 CM / CE LAB CS-8 Specific Gravity Scale 1 2' - 1" ●●Locate near floor drain 132 CM / CE LAB CS-9 Small Sleeve Shaker 3 1' - 0" ●● Bolted to counter top. 132 CM / CE LAB CS-10 Sleeve Cleaner 1 1' - 1" ●● Sits on counter top (2) 110V Outlets Needed. Needs to be next to a sink for water and drainage. Provide Tempered Water. 132 CM / CE LAB CS-11 Small Balance 3 1' - 0" ●● 132 CM / CE LAB CS-12 Medium Balance 3 1' - 0" ●● 132 CM / CE LAB CS-14 Small Soil Mixer 1 1' - 0" ●● 132 CM / CE LAB CS-15 Large Soil Mixer 3 1' - 3" ●● 132 CM / CE LAB CS-16 Microwave Oven 1 2' - 0" ●● 132 CM / CE LAB CS-17 Asphalt Gyratory Compactor 1 4' - 0" ●● 132 CM / CE LAB CS-18 Instron Testing Machine 1 6' - 0" ●● 132 CM / CE LAB CS-19 Instron Computer & Cart 1 2' - 0" ●●Locate next to Instron Testing Machine 132 CM / CE LAB CS-20 Soils Direct Shear Testing Device Humbol dt 2 4' - 0" ●●Must be located near other soils testing equipment that have this note. 132 CM / CE LAB CS-21 Soils Flex Panel Humbol dt 1 2' - 0" ●● Mounted to counter top Must be located near other soils testing equipment that have this note. Compressed air required. 132 CM / CE LAB CS-22 Vacuum Pump 1 1' - 0" ●● 132 CM / CE LAB CS-23 De-aired Water Tank Humbol dt 1 1' - 0" ●● Attaches to the flex panel. One must be located near other soils testing equipment that have this note. The other two must be located near location for Jar Tests. 132 CM / CE LAB CS-24 Pro-Loader and Triaxial Cell Humbol dt 1 1' - 0" ● ● Needs to be mounted to a small shelf 3' to 6' above top of flex panel for gravity feed of water into panel. Need some way to connect to wall to prevent tipping and falling. Must be located near other soils testing equipment that have this note. Air, water, vacuum provided through flex panel. 132 CM / CE LAB CS-25 Consolidometer Humbol dt 2 2' - 10" ● ● Must be bolted to a solid counter top to support applied weights. Narrow dimention is toward the front of the counter and overhangs counter by 7" to 8". Must be located near other soils testing equipment that have this note. Air, water, vacuum provided through flex panel. 132 CM / CE LAB CS-30 Jar Test Apparatus (4 Jars) 1 1' - 6" ●●Must have space to remain set up throughout semester 132 CM / CE LAB CS-31 Jar Test Apparatus (6 Jars) 1 1' - 6" ●●Must have space to remain set up throughout semester 132 CM / CE LAB CS-32 Analytical Balance 1 1' - 0" ●●Must have space to remain set up throughout semester 132 CM / CE LAB CS-35 Existing Stainless Steel Sink 1 ● ● 132 CM / CE LAB CS-37 Short Throw Projector 1 8' - 0" ● ●Connects with Short Throw Projector 132 CM / CE LAB EL-14 Compressed Air Hose Reel 1 1' - 1 1/4" ● ● 132 CM / CE LAB ST-12 Turbidity Meter 1 1' - 0" ●●Stored in cabinet when not in use. One new, one existing. 132A CM/CE TOOL ROOM AT-1 Heavy Duty Shelving 4 ● ● 132A CM/CE TOOL ROOM CS-7 Heavy Duty Shelving 4 ●● 132A CM/CE TOOL ROOM CS-13 Large Balance 4 1' - 0" ●● 132A CM/CE TOOL ROOM CS-22 Vacuum Pump 2 1' - 0" ●● FURNITURE SCHEDULE - LEVEL 1 AREA B Room # Room Name Type Mark Asset Name Count Existing New CFCI OFCI OFOI Special Requirements EL-1 2' x 5' Work Bench 19 ● Storage Below EL-6 Teaching Station w/ Computer 1 ●● Integrated Computer, Monitor & A/V control. EL-8 White Board 4 ● ● EL-9 Shop Stool 28 ● 132 CM / CE LAB CS-1 5' x 5' Wood Top Project Table 4 ● ●New Table, Power Drop Above Each Table. 132 CM / CE LAB CS-3 3' x 8' Stainless Steel Teaching Work Bench 1 ● ● Table with Casters 132 CM / CE LAB CS-6 CM/CE Classroom Chair 16 ● ● 132 CM / CE LAB CS-33 5' x 5' Wood Top Project Table 4 ●● Existing Table With Lockers. Power Drop Above Each Table 132 CM / CE LAB CS-34 5' x 5' Stainless Steel Project Table 2 ● ● New Table, Power Drop Above Each Table. 132 CM / CE LAB CS-36 Teaching Station w/ Computer 1 ● ● Connects with Short Throw Projector 132 CM / CE LAB CS-38 Existing Open Storage Cabinets 2 ●● 132 CM / CE LAB CS-39 Existing Open Storage Metal Cabinets 1 ●● 132 CM / CE LAB CS-40 2' x 5' Stainless Steel Top Work Table 1 ● ● 132 CM / CE LAB CS-41 3' x 6' Stainless Steel Work Table 1 ●● Table with Casters 137 HIGH BAY SHOP CS-2 2' x 8' Stainless Steel Top Work Table 1 ● ● 137 HIGH BAY SHOP CS-38 Existing Open Storage Cabinets 5 ●● 137 HIGH BAY SHOP CS-39 Existing Open Storage Metal Cabinets 1 ●● 137 HIGH BAY SHOP HB-1 Wood Top Work Table 3 ●● Existing Table With Lockers. Power Drop Above Each Table 137 HIGH BAY SHOP HB-3 2' x 8' Stainless Steel Top Work Table 3 ● ● Installed on Casters. Power Drop Above Each Table 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: DEAD LOAD ROOF................................................................................20 PSF LIVE LOAD (UNIFORMLY DISTRIBUTED LOADS) ROOMS..............................................................................50 PSF FIRST FLOOR CORRIDORS.............................................100 PSF MECHANICAL....................................................................___ PSF LIVE LOAD (CONCENTRATED LOADS) ALL AREAS.........................................................................2000 LBS ROOF LIVE LOAD (NOT CONCURRENT WITH ROOF SNOW LOAD)............20 PSF ROOF SNOW LOAD GROUND SNOW LOAD...................................................51 PSF FLAT ROOF SNOW LOAD...............................................40 PSF Is........................................................................................1.1 Ce......................................................................................1.00 Ct.......................................................................................1.00 DRIFTING PER ASCE 7 5.LATERAL DESIGN: WIND DESIGN PER ASCE 7-10 ULTIMATE DESIGN WIND SPEED..................................112 MPH EXPOSURE.....................................................................B INTERNAL PRESSURE COEFFICIENT..........................0.18 TOPOGRAPHIC FACTOR...............................................1.00 SEISMIC DESIGN SEISMIC DESIGN PROCEDURE.....................................EQV. LAT. FORCE Ss CHART VALUE............................................................0.37 g S1 CHART VALUE............................................................0.14 g SITE COEFFICIENT FA....................................................1.30 SITE COEFFICIENT FV....................................................1.50 SDS...................................................................................0.32 g SD1...................................................................................0.14 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........................................................0.11 SEC. LATERAL FORCE RESISTING SYSTEM.........................SPECIAL MASONRY SHEAR WALL R........................................................................................5.5 OMEGA.............................................................................2.5 Cd......................................................................................4 Cs.......................................................................................0.073 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. D.BUILDING WALLS WHICH RETAIN EARTH MUST BE BRACED AT THE TOP. DO NOT BACKFILL UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR OR ROOF SYSTEM IS IN PLACE, TYPICAL, UNLESS NOTED OTHERWISE. 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.ELEVATOR MACHINERY SUPPORT BEAMS, GUIDE RAILS, SUPPORTS, ETC., SHALL BE SUPPLIED BY THE ELEVATOR MANUFACTURER. ALL LOADS IMPOSED BY THE ELEVATOR ONTO THE STRUCTURE SHALL BE DETERMINED BY THE ELEVATOR MANUFACTURER AND SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS SUBMITTED FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF THESE LOADS. COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. E.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. EFFECTS OF ALKALI-SILICA REACATIVITY SHALL BE ACCOUNTED FOR 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. 7. WALLS: A.CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE: WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING (GRADE 60)(GF 0.0012)(GF 0.0020) 6"#4 @ 18" O.C.#4 @ 16" O.C. 8"#4 @ 18" O.C.#4 @ 12" O.C. 10"#4 @ 16" O.C.#5 @ 14" O.C. 12"#4 @ 18" O.C.,E.F.#4 @ 16" O.C.,E.F. 14"#4 @ 18" O.C.,E.F.#4 @ 14" O.C.,E.F. 16"#4 @ 18" O.C.,E.F.#4 @ 12" O.C.,E.F. 18" #4 @ 18" O.C.,E.F.#4 @ 10" O.C.,E.F. B.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL (EXCEPT FOR BASEMENT WALLS, RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED). C.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR STRUCTURE BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE. D.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING. E.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK. F.WHEN TWO CURTAINS OF STEEL ARE REQUIRED, THE SPLICES IN THE HORIZONTAL REINFORCING OF EACH CURTAIN SHALL NOT OCCUR AT THE SAME LOCATION. G.PENETRATIONS THROUGH ANY CONCRETE 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. H.PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS. 8. SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS: A.LARGE AREAS OF SUSPENDED SLAB SHALL BE PLACED SUCH THAT THE MAXIMUM EXTENT OF ANY INDIVIDUAL CASTING OF SUSPENDED SLAB SHALL NOT EXCEED 65 FEET IN EITHER DIRECTION. B.FORMS AND SCREEDS FOR SUSPENDED CONCRETE MEMBERS SHALL BE CAMBERED 1/4" PER 10 FEET OF SPAN TO COMPENSATE FOR DEAD LOAD DEFLECTIONS. C.CONSTRUCTION JOINTS IN SUSPENDED SLABS AND/OR BEAMS SHALL OCCUR AT OR NEAR MID SPAN, WITHIN THE MIDDLE THIRD. COORDINATE PLACEMENT WITH THE ARCHITECT AND STRUCTURAL ENGINEER. SEE PLANS FOR REQUIRED POUR STRIPS. D.BRIDGING IN CONCRETE JOISTS SHALL BE 6 INCHES NOMINAL WIDTH BY FULL DEPTH OF THE JOIST. REINFORCE WITH 1#5 BY CONTINUOUS TOP AND BOTTOM. 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 B, WITH A MINIMUM YIELD STRENGTH Fy = 46 KSI. C.STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, WITH A MINIMUM YIELD STRENGTH Fy = 35 KSI. D.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (A490). 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" 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 SNUG TIGHTENED 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. LIGHT GAGE METAL FRAMING 1.CODES AND STANDARDS: A. LIGHT GAGE METAL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH: I.THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", WITH "COMMENTARY". II.AMERICAN WELDING SOCIETY (AWS-D1.3) "STRUCTURAL WELDING CODE -SHEET STEEL", EXCLUDING ITEMS CONFLICTING WITH AISI REQUIREMENTS. 2.MATERIALS: A.LIGHT GAGE METAL SHALL BE MANUFACTURED BY A CURRENT MEMBER OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). B.LIGHT GAGE METAL JOISTS, STUDS, TRACKS, STEEL PLATE SHEATHING, AND ACCESSORIES, ETC. SHALL BE GALVANIZED AND SHALL BE GRADE FY=33 KSI UNLESS 50 KSI IS SPECIFICALLY NOTED. 3.CONSTRUCTION: A.PROVIDE ALL ACCESSORIES INCLUDING TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, ETC FOR A COMPLETE AND PROPER INSTALLATION. B.INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER. C.FASTENERS SHALL BE SELF DRILLING SCREWS OR WELDING. A MINIMUM OF 16 GAGE MATERIAL IS REQUIRED FOR WELDING. TOUCH UP OF WELDS IS REQUIRED. D.LOAD BEARING STUDS SHALL BE PLUMBED, ALIGNED, AND SECURELY ATTACHED TO BOTH FLANGES OF UPPER AND LOWER TRACKS. E.NON-LOAD BEARING WALLS SHALL BE BRACED TO STRUCTURE ABOVE AND SHALL BE INSTALLED SO AS TO ALLOW FOR DEFLECTION OF STRUCTURE. F.SPLICES IN AXIALLY LOADED MEMBERS ARE NOT ALLOWED. G.JOISTS SHALL BE LOCATED DIRECTLY ABOVE BEARING STUDS BELOW OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP OF THE BEARING WALL. H.COMPLETE, UNIFORM, AND LEVEL BEARING SHALL BE PROVIDED FOR ALL BOTTOM TRACKS OF LOAD BEARING WALLS AND FOR ALL LOAD BEARING JOISTS. I.WEB STIFFENERS AND JOIST BRIDGING SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS. END BLOCKING SHALL BE PROVIDED AT JOIST ENDS. J.PROVIDE DOUBLE JOISTS AT THE SIDES OF ALL FLOOR AND/OR ROOF OPENINGS AND AT ALL PARALLEL PARTITION WALLS ABOVE. K.ALL STUDS AND JOISTS SHALL BE SHEATHED ON BOTH FACES OF THE MEMBER. SHEATHING SHALL BE ATTACHED TO EACH MEMBER AT 12" MAXIMUM SPACING. L.HEADERS AND TRIMMERS SHALL BE AS SHOWN ON THE DRAWINGS. M.ALL LATERAL BRACING SHALL CONFORM TO SECTION D3 OF AISI SPECIFICATION. 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: NONE 2.SOILS REPORT NUMBER AND DATE:NA 3.SOIL BEARING PRESSURE:1500 PSF (ASSUMED) 4.MINIMUM FROST COVER:36 INCHES 5.LATERAL SOIL PRESSURE FLUID EQUIVALENT DENSITY A.ACTIVE NA B.AT REST NA C.PASSIVE NA 6.COEFFICIENT OF FRICTION NA 7.THE SOILS ENGINEER SHALL REVIEW ALL EXCAVATIONS AND FILL PLACEMENT PRIOR TO PLACING CONCRETE. SITE PREPARATION 1.CLEARING: THE ENTIRE BUILDING AREA SHALL BE SCRAPED TO REMOVE THE TOPSOIL INCLUDING ALL VEGETATION, DEBRIS, AND DELETERIOUS MATERIAL. 2.PROOF ROLLING: THE NATURAL UNDISTURBED SOIL BELOW ALL FOOTINGS SHALL BE PROOF ROLLED PRIOR TO PLACING CONCRETE. REMOVE ALL SOFT SPOTS AND REPLACE WITH COMPACTED STRUCTURAL FILL. 3.COMPACTED STRUCTURAL FILL: ALL FILL MATERIAL SHALL BE WELL-GRADED AND GRANULAR MATERIAL WITH A MAXIMUM SIZE LESS THAN 4" AND WITH NOT MORE THAN 10% PASSING A #200 SIEVE. IT SHALL BE COMPACTED TO 95% OF THE MAXIMUM LABORATORY DENSITY AS DETERMINED BY ASTM D 1557. ALL FILL SHALL BE TESTED. COMPACTED STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8" IN UNCOMPACTED THICKNESS. 4.CONSULT THE PROJECT SPECIFICATIONS AND SOILS REPORT FOR FURTHER EARTHWORK REQUIREMENTS. THE SOILS ENGINEER SHALL REVIEW ALL EXCAVATIONS AND FILL PLACEMENT PRIOR TO PLACING CONCRETE. 5.IF NO SOILS REPORT PROVIDED, THE CONTRACTOR SHALL RETAIN A SOILS ENGINEER TO OBSERVE THE EXCAVATIONS AND VERIFY THAT THE ASSUMED SOIL BEARING PRESSURES CAN BE SAFELY OBTAINED. CORRECTIVE MEASURES SHALL BE TAKEN TO OBTAIN THE ASSUMED SOIL BEARING PRESSURES AS REQUIRED. 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. SOILS:THE BOTTOM OF EXCAVATIONS AND PLACEMENT OF STRUCTURAL FILL. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF SOILS. 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. POST-INSTALLED ANCHORS:THE FIRST 25 POST-INSTALLED ANCHORS SHALL BE INSPECTED AND 10 PERCENT OF THE REMAINING ANCHORS SHALL BE INSPECTED. 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. 9. COLUMNS: A.VERTICAL REINFORCING IN COLUMNS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS SPLICE LENGTH. SPLICES SHALL OCCUR AT FLOOR LEVELS ONLY. B.LATERAL TIES IN COLUMNS SHALL BE SPACED AT ONE HALF THE REGULAR SPACING BUT NOT MORE THAN 8 INCHES ON CENTER AT THE TOP AND BOTTOM OF THE COLUMN FOR A DISTANCE OF 1/6 THE CLEAR COLUMN HEIGHT, THE MAXIMUM COLUMN PLAN DIMENSION, OR 18 INCHES, WHICHEVER IS GREATER. C.WHEN CROSS SECTIONAL CHANGES OCCUR IN COLUMNS, THE LONGITUDINAL BARS SHALL BE OFFSET IN A REGION WHERE LATERAL SUPPORT IS PROVIDED. AT THE OFFSET, THE SLOPE OF THE INCLINED PORTION SHALL NOT BE MORE THAN 1 IN 6, AND THE LATERAL TIES SHALL BE SPACED NOT OVER 3 INCHES ON CENTER FOR A DISTANCE OF ONE FOOT BELOW AND ABOVE THE POINT OF OFFSET. 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 2800 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 = 2000 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 (WITH JOINT REINFORCING) 6"1-#4 AT 32" O.C.1-#4 AT 48" O.C. 8"1-#5 AT 32" O.C.2-#3 AT 48" O.C. PROVIDE LADDER-TYPE JOINT REINFORCING CONSISTING OF 2-#9 WIRES (3-#9 WIRES AT VENEER) AT 16" O.C. HORIZONTALLY IN ALL MASONRY WALLS. 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. MASONRY VENEER 1.PRODUCT: A.LEDGERS AND LINTELS SHALL BE ASTM A36 GALVANIZED MATERIAL. B.MASONRY VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOWING. I.DOVETAIL ANCHORS. II.DW-10 SEISMIC CLIP INTERLOCK SYSTEM BY HOHMANN & BARNARD. III.ARCHITECT AND STRUCTURAL ENGINEER APPROVED TWO PIECE ADJUSTABLE HOT-DIPPED GALVANIZED TIES. 2.INSTALLATION: A.MASONRY VENEER SHALL BE INDEPENDENTLY SUPPORTED AT EACH STORY IN SEISMIC DESIGN CATEGORY D, E, OR F. B.MAXIMUM SPACING OF ANCHOR TIES SHALL BE 16" O.C. HORIZONTAL AND VERTICAL. C.PROVIDE CONTINUOUS HORIZONTAL GALVANIZED #9 WIRE IN CENTER THIRD OF MORTAR JOINTS AT 16" O.C.. ENGAGE #9 WIRE WITH ALL ANCHOR TIES. D.MAXIMUM SPACING OF STUD BACKING SHALL BE 16" O.C. STUDS SHALL BE COVERED WITH 1/2" SHEATHING AND APPROVED PAPER. E.CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE PROVIDED AS PER THE ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A MAXIMUM OF 30'-0" O.C. FOR BRICK VENEER AND A MAXIMUM OF 15'-0" O.C. FOR MASONRY BLOCK VENEER. STEEL DECK 1.PRODUCT: A.STEEL DECK SHALL BE SIZE AND GAUGE AS SPECIFIED ON PLANS. B.STEEL DECK AND ACCESSORIES SHALL BE MANUFACTURED FROM COLD ROLLED STEEL CONFORMING TO ASTM A-653, (GALVANIZED G-60), OR ASTM A-611, GRADE C (PAINTED), AND SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDI) AND AISC STANDARDS 2.ATTACHMENT AND HANDLING: A.WELDING PATTERN SHALL BE AS SPECIFIED ON PLAN. B.WELD METAL DECK TO SUPPORTING FRAMING MEMBERS WITH E60XX OR E70XX ELECTRODES. C.PUDDLE WELDS SHALL HAVE A FUSION AREA OF NOT LESS THAN 3/4" DIAMETER AT THE UPPER SURFACE. WELD METAL SHALL PENETRATE ALL LAYERS OF THE DECK MATERIAL AND SHALL HAVE PROPER FUSION TO THE SUPPORTING MEMBERS. D.CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. TOP SEAM WELDS SHALL ENGAGE ALL LAYERS OF THE DECK MATERIAL. E.END LAPS SHALL OVERLAP AT LEAST 2" AND SHALL OCCUR OVER A SINGLE STEEL SUPPORT. PUDDLE WELDS SHALL OCCUR AT LEAST 1" AWAY FROM EITHER END OF DECK. F.PUDDLE WELDS 3/8" X 1.1/2" LONG MAY REPLACE 3/4" DIAMETER PUDDLE WELDS WHEN ACCESS IS LIMITED. G.INSTALL DECK WITH A MINIMUM OF 3 SPANS WHEREVER POSSIBLE. H.PROVIDE ANGLE AND/OR OTHER SUPPORT AROUND THE PERIMETER OF ALL OPENINGS LARGER THAN 10" IN EITHER DIRECTION THROUGH METAL DECK. I.PROVIDE DECK SUPPORT AS REQUIRED AT COLUMNS. J.DO NOT BEND OR MAR DECK. K.STORE DECKING OFF THE GROUND WITH ONE END ELEVATED. COVER DECK WITH WATERPROOF MATERIAL AND VENTILATE TO AVOID CONDENSATION. WOOD 1.CODES AND STANDARDS: A.WOOD CONSTRUCTION SHALL COMPLY WITH: I.THE AMERICAN FOREST & PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION", AFPA-NDS. II.THE GRADING REQUIREMENTS OF THE WESTERN WOODS PRODUCTS ASSOCIATION, WWPA. 2.MATERIALS: A.STRUCTURAL LUMBER SHALL BE AS FOLLOWS AND SHALL BE CLEARLY MARKED AS TO SPECIES AND GRADE: I.JOISTS, BEAMS OR HEADERS -DOUGLAS FIR-LARCH #2 OR BETTER. II.POSTS AND COLUMNS -DOUGLAS FIR-LARCH #1 OR BETTER. III.STUDS -DOUGLAS FIR-LARCH #2 OR BETTER. STUD GRADE AND STANDARD GRADE ARE NOT ALLOWED. B.MANUFACTURED JOISTS SHALL BE AS PER THE DRAWINGS UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING. ALTERNATE JOIST MANUFACTURERS PRODUCTS ARE ACCEPTABLE PROVIDED THE SECTION PROPERTIES, DESIGN PARAMETERS, AND LOADING CAPACITIES OF THE SPECIFIED PRODUCT ARE MET OR EXCEEDED. C.STRUCTURAL GLUED-LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED PER AITC A190.1 AND ASTM D 3737. IT SHALL BE 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CONTINUOUS SPANS OR CANTILEVERED BEAMS AND CLEARLY MARKED, MEETING THE GRADE REQUIREMENTS AS DEFINED BY THE IBC. D.STRUCTURAL LAMINATED-VENEER-LUMBER (LVL) SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS: Fb =2,600 PSI Fv =285 PSI E =1,900,000 PSI E.STRUCTURAL PARALLEL-STRAND-LUMBER (PSL) SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS: Fb =2900 PSI Fv =290 PSI E =2,000,000 PSI F.STRUCTURAL LAMINATED-STRAND-LUMBER (LSL) SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS: Fb =2250 PSI Fv =285 PSI E =1,500,000 PSI G.WOOD STRUCTURAL PANELS SHALL BE EXPOSURE 1 GRADE OR BETTER A.P.A. RATED SHEATHING WITH EXTERIOR GLUE AND SHALL CONFORM TO STANDARD PS 1-07, OR PS 2-04. H.WOOD CONNECTORS SHALL BE SIMPSON STRONG-TIE UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING. I.WOOD JOISTS AND BEAMS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR. 3.CONSTRUCTION: A.ROOF AND FLOOR JOISTS SHALL BE AS NOTED ON THE PLANS. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING AND/OR A METAL HANGER. B.MANUFACTURED JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE DESIGNED TO SUPPORT THE MAXIMUM LOADS INDICATED IN THE MANUFACTURER'S PUBLISHED LOAD TABLES. C.PROVIDE APPROVED BRIDGING AT 8'-0" O.C. MAXIMUM SPACING FOR ALL DIMENSIONAL LUMBER, LVL, PSL, AND LSL JOISTS. PROVIDE BRIDGING IN ALL OTHER MANUFACTURED JOISTS PER THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE SHOWN ON PLAN. D.HOLES IN WOOD CONNECTORS (FRAMING ANCHORS, JOIST HANGERS, PURLIN ANCHORS, ETC.) MUST BE FILLED WITH NAILS AS SPECIFIED BY THE MANUFACTURER, TYPICAL, UNLESS NOTED OTHERWISE. E.BOLTS THRU WOOD SHALL HAVE WASHERS UNDER NUTS. ALL BOLTS HOLES SHALL BE 1/32 TO 1/16 INCH LARGER THAN BOLTS. NUTS SHALL BE TIGHTENED SNUGLY, BUT NOT SO TIGHT AS TO CAUSE CRUSHING OF THE WOOD. DO NOT COUNTERSINK BOLTS UNLESS SPECIFICALLY NOTED. F.NAILING OF MEMBERS SHALL CONFORM TO THE FASTENING SCHEDULE IN THE IBC, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. G.EDGE NAILING BETWEEN PANELS OF SHEATHING SHALL OCCUR ALONG A SINGLE COMMON BACK UP MEMBER. SHEATHING SHALL BE EDGE NAILED TO ALL MEMBERS ATTACHED TO DRAG STRUTS, HOLD DOWNS, FLOOR TIE ANCHORS, ETC. H.CORNERS AND INTERSECTIONS OF SHEAR WALLS SHALL BE BUILT INTEGRALLY. THE SHEATHING FROM EACH WALL SHALL BE EDGE NAILED TO A COMMON BACK UP MEMBER. I.SILL PLATES FOR SHEAR WALLS SHALL BE 2X MATERIAL (3X WHEN SPECIFIED), AND ANCHOR BOLTS SHALL HAVE A 3"X3" SIMPSON BPS 5/8-6 ANCHOR BOLT PLATE OR EQUAL WHICH SHALL BE INSTALLED A MAXIMUM OF 1/2" FROM THE WOOD STRUCTURAL PANEL FACE OF THE WALL. J.LAMINATED BUILT-UP BEAMS OF 2X__ MEMBERS 10" DEEP OR LESS SHALL BE NAILED TOGETHER WITH NOT LESS THAN 16d NAILS AT 12" O.C., STAGGERED. USE (2)-20d COMMON NAILS AT ALL SUPPORTS. 2X__ MEMBERS DEEPER THAN 10" SHALL BE BOLTED TOGETHER WITH 1/2" BOLTS AT 16" O.C. STAGGERED WITH 2 BOLTS AT SUPPORTS. 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 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. 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 byu idaho project # : 12006 SE-001 GENERAL NOTES Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents * (LW) CONCRETE SHALL HAVE A MIN. SPLITTING TENSILE STRENGTH OF 450 PSI. SLAB ON METAL DECK (LW)* 3000 0.50 110 3/4 - 470 F0,S0,P0,C0 SLAB ON METAL DECK (NW) 3000 0.50 145 3/4 - 470 F0,S0,P0,C0 SUSPENDED SLABS AND SLABS ON METAL DECK 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 SLAB ON GRADE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 OTHER SITE CONCRETE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 WALLS, PIERS, BEAMS 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 FOOTINGS 4000 0.45 145 1 6±1.5 564 F0,S0,P0,C0 EXTERIOR 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 Sheet List Sheet Number Sheet Name SE-001 GENERAL NOTES SE-002 SCHEDULES CONCRETE/STEEL SE-003 SCHEDULES MASONRY SE-004 BEARING STUD WALL SCHEDULES SE-101 FOUNDATION PLAN SE-111 LOW ROOF FRAMING PLAN SE-121 HIGH ROOF FRAMING PLAN SE-501 FOUNDATION DETAILS SE-511 FRAMING DETAILS SE-521 FRAMING DETAILS 10/27/2020 NOTE: 1. SPOT WELDS ARE 3/4" DIAMETER, TYP. U.N.O. 2. B AND N DECK WELDS AT SIDELAP SHALL BE 3/8"X1.1/2" SPOT WELDS. 3. TOP SEAM WELDS (TSW) SHALL BE 1.1/2" LONG, TYP, U.N.O. 4. SHEAR STUDS ARE 3/4"Ø, U.N.O. 5. CHAIR REINFORCING TO BE 1" FROM TOP OF CONCRETE SLAB. REINFORCING SHALL NOT REST ON TOP OF FLUTES. 6. 3-SPAN MINIMUM, U.N.O. CONCRETE ON METAL DECK. REINFORCING EACH WAY. METAL DECK. 36/4 36/3 36/7 36/4 32/5 32/4SHEAR STUD. NOTE: 1. SPOT WELDS ARE 3/4" DIAMETER, TYP. U.N.O. 2. HILTI PINS ARE HILTI X-ENP-19, TYP. U.N.O. 3. PNEUTEK PINS ARE PNEUTEK K66, TYP. U.N.O. 4. SCREWS ARE ANY ADI RECOGNIZED SELF-TAPPING SCREWS, TYP. U.N.O. 5. TOP SEAM WELDS (TSW) SHALL BE 1½" LONG, TYP, U.N.O. TYPE 'A'TYPE 'C' NOTES: 1.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER THE GENERAL NOTES. 2.PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTING WALLS. SEE DETAIL???. 3.PROVIDE DOWELS WITH STANDARD HOOKS AND/OR PROPER LAP TO THE STRUCTURE BELOW WITH SIZE AND SPACING TO MATCH THE VERTICAL REINFORCING IN THE WALL ABOVE, TYP., U.N.O. 4.WHEN SINGLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE THE VERTICAL REINFORCING IN THE CENTER OF THE WALL, TYP., U.N.O. 5.WHEN A DOUBLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE EACH CURTAIN OF STEEL AT THE FACE OF THE WALL WITH MINIMUM COVER AS SPECIFIED IN THE GENERAL NOTES. PLACE THE VERTICAL REINFORCING CLOSEST TO THE FORMS, TYP., U.N.O. 6.PROVIDE VERTICAL JAMB REINFORCING EACH SIDE OF OPENING PER THE GENERAL NOTES, U.N.O. EXTEND FULL HEIGHT OF WALL BETWEEN LEVELS. 7.SPLICE VERTICAL REINFORCING AT FLOOR LEVELS ONLY, TYP., U.N.O. 8.SPLICES IN HORIZONTAL REINFORCING IN ONE CURTAIN SHALL BE STAGGERED FROM SPLICES IN THE OPPOSITE CURTAIN A MINIMUM OF FOUR FEET. 9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.MIN. COVERMIN. COVERHORIZONTAL REINFORCING. VERTICAL REINFORCING, CENTERED IN WALL. VERTICAL REINFORCING, EACH FACE.HORIZONTAL REINFORCING. HORIZONTAL REINFORCING. VERTICAL REINFORCING, TOWARD INSIDE FACE OF WALL. TYPE 'B' TYPE 'E' HORIZONTAL REINFORCING, EACH FACE. VERTICAL REINFORCING. VERTICAL REINFORCING. HORIZONTAL REINFORCING, TOWARD INSIDE FACE OF WALL. TYPE 'D'MIN. COVERMIN. COVERMIN. COVERMIN. COVERNOTES: 1.ALL FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION NOTES. 2.ALL FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/OR COLUMN ABOVE, TYP., U.N.O. 3.ALL EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF THE FROST. 4.PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS. 5.PROVIDE DOWELS WITH STANDARD HOOKS FROM FOOTINGS TO ANY REINFORCED ELEMENT ABOVE WITH SIZE AND SPACING TO MATCH VERTICAL REINFORCING IN ELEMENT ABOVE. 6.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER GENERAL NOTES. 7.ANY INCREASE IN THE SIZE OF FOOTINGS SHOWN MAY REQUIRE ADDITIONAL REINFORCING, COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 8.PENETRATIONS THROUGH FOOTINGS ARE NOT ALLOWED, UNLESS APPROVED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER IN WRITING PRIOR TO CASTING FOOTING. 9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. TYPICAL BOTTOM FOOTING REINFORCING.3" MIN.3" MIN.EQ.EQ.EQ.3" MIN. TYPICAL TOP REINFORCING, WHERE REQUIRED. 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.INDICATES DRAG CONNECTION. USE TWO ROWS OF SLIP CRITICAL BOLTS WITH A CLASS A FAYING SURFACE. 5.EXTEND ANGLED SINGLE PLATES TO ALLOW FOR BOLT CLEARANCE. TYP DSW 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 30°OVER 45°BEAM TO BEAM 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 SINGLE PLATE DRAG 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. 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 USE THICKEST REQ'D SPT. 3 " M A X .SPT4" TYP.S P T (4) 7/8"Ø BOLTS TYP.(4) 7/8"Ø BOLTS TYP. (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. SSW6" MAX.4" AT DRAGS SPT3 1/2" M A X .30° TO 45°3/4" CAP PLATE 3/4" CAP PLATE 3/8" CAP PLATECOLUMN ABOVE, WHERE OCCURS TYPE 'A'1 1/2" TYP.1 1/2" TYP. NOTES: 1.ALL BASE PLATES SHALL BEAR ON 1-1/2" ± NON-SHRINK GROUT AND SHALL HAVE LEVELING NUTS, TYP., U.N.O. 2.ALL BASE PLATES SHALL BE WELDED TO THE COLUMN WITH A 5/16" FILLET WELD ALL AROUND, TYP., U.N.O. 3.ALL ANCHOR RODS SHALL BE HEADED ANCHOR RODS, TYP., U.N.O. ALL ANCHOR RODS SHALL HAVE HARDENED WASHERS AND NUTS. 4.ALL ANCHOR RODS SHALL BE SET IN PLACE WITH A TEMPLATE. THEY SHALL BE PLACED PLUMB AND AT THE CORRECT DEPTH AND EXTENSION. 5.ALL ANCHOR ROD HOLES IN BASE PLATES SHALL BE OVERSIZED PER AISC. 6.ALL ANCHOR RODS SHALL BE ASTM F1554, SEE SCHEDULE FOR GRADE STRENGTH. 7.SHEAR LUGS SHALL BE THE WIDTH OF THE BASE PLATE AND DEPTH SPECIFIED IN THE SCHEDULE. 8.ALL BASE PLATES FOR BRACE FRAMES SHALL BE ASTM A572 GRADE 50 STEEL. ALL SHEAR LUGS SHALL BE ASTM A36 STEEL. 9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. NON-SHRINK GROUT, TYP. TYPE 'A'TYPE 'B' NOTES: 1.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER THE GENERAL NOTES. 2.PROVIDE DOWELS WITH STANDARD HOOKS AND/OR PROPER LAP TO THE STRUCTURE BELOW WITH SIZE AND SPACING TO MATCH THE VERTICAL REINFORCING IN THE PIER ABOVE, TYP., U.N.O. 3.PROVIDE A MINIMUM OF TWO SETS OF TIES IN THE TOP FIVE INCHES OF EVERY PIER, TYP., U.N.O. 4.PENETRATIONS THROUGH CONCRETE PIERS ARE NOT ALLOWED. 5.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 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 byu idaho project # : 12006 SE-002 SCHEDULES CONCRETE/STEEL Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents 8 W2 18 W2 18 NW 8" 3 1/2" #4 18" 36/4 12" 24" 24" 12" 6 W2 18 W2 18 NW 6" 3 1/2" #4 18" 36/4 12" 24" 24" 12" 6 W2 20 W2 20 NW 6" 3 1/2" #4 18" 36/4 12" 24" 24" 12" 5¼ W2 18 W2 18 LW 5 1/4" 3 1/2" #4 18" 36/4 12" 24" 24" 12" 4 B 20 PLB 20 NW 4" 3" #4 24" 36/7 12" 18" 18" 12" SIZE SPACING WELD VSC2 BP MARK TYPE GAUGE CONCRETE TYPE CONCRETE DEPTH MIN SHEAR STUD... REINFORCING CROSS-PANEL WELD... WELD SPACING ALONG FLUTES SIDELAP SPACING FLOOR DECKING SCHEDULE 1½-B-20 PLB 1170 20 36/7 36/7 36/7 36/7 12 12 12 10 12 12 - WELD HILTI... PNEUTEK #12 SCREW WELD HILTI PINS PNEUTEK #10 SCREW 1½" TSW VSC2 #10 SCREWS MARK TYPE MIN SHEAR ASD (PLF)GAUGE CROSS-PANEL PATTERN ALONG FLUTES SPACING (IN) SIDELAP CONNECTION SPACING (IN) STEEL DECKING SCHEDULE C.W. = CROSSWISE E.W. = EACH WAY L.W. = LENGTHWISE F-3C 3'-0" CONT. 12" #5 @ 12"O.C. C.W (3) #5 L.W. - - F-2C 2'-0" CONT. 12" #5 @ 16"O.C. C.W (2) #5 L.W. - - F-3 3'-0" 3'-0" 12" (3) - #5 E.W. - - MARK WIDTH LENGTH THICK. BOTTOM REINFORCING TOP REINFORCING NOTES CONCRETE FOOTING SCHEDULE BEARING PRESSURE = 1500PSF I.F. = INSIDE FACE O.F. = OUTSIDE FACE E.F. = EACH FACE * PLACE BARS CLOSEST TO FORMS. CW-18A 18" #5 @ 12" O.C., E.F. #5 @ 12" O.C., E.F. (2) #6 - - CW-14A 14" #4 @ 12" O.C., E.F. #4 @ 12" O.C. E.F. (2) #6 C - CW-8A 8" #5 @ 14" O.C. #5 @ 14" O.C. (2) #5 A - VERTICAL HORIZONTAL TOP AND BOTTOM MARK THICKNESS REINFORCING WALL TYPE NOTES CONCRETE WALL SCHEDULE 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 BP-1 12 12 3/4 4 3/4" 36 6" MIN. A - - HSS6X6 L W T NO. SIZE GRADE MARK SIZE (INCHES) ANCHOR RODS EMBED DEPTH TYPE SHEAR LUG DEPTH SHEAR LUG THICKNESS NOTES BASE PLATE SCHEDULE CP-1 16" 22" (8) #6 (3) #4 @ 12"O.C. A VERTICAL TIES SETS MARK WIDTH LENGTH REINFORCING TYPE NOTES CONCRETE PIER SCHEDULE 10/27/2020 LAP NOTES: 1. MECHANICAL SPLICES ARE REQUIRED FOR BARS IN MASONRY GREATER THAN #9 BARS. 2. MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES SHOWN. 3. MECHANICAL SPLICES SHALL DEVELOP 125% OF SPECIFIED YIELD STRENGTH OF BAR. 4. MASONRY DEVELOPMENT LENGTHS SHOWN SHALL BE INCREASES BY 50% WHERE REBAR IS COATED WITH EPOXY. DIAMETER OF BAR 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 12 FEET. 3.ALL LINTEL ANGLES SHALL BE GALVANIZED. FLOOR ELEVATIONHHH W WW CONTROL JOINT WHERE OCCURS WALL REINFORCING LEGEND SCHEDULED TYPICAL WALL REINFORCING SCHEDULED TYPICAL OPENING REINFORCING ADDITIONAL REINFORCING FOR DUCTILITY TYPICAL MASONRY BEAM REINFORCING, SEE SCHEDULE 24" TYP.24" TYP.H2NOTES: 1.ADDITIOINAL BAR SIZE SHALL BE (1) #4 MINIMUM 2.ALL ADDITIONAL BARS SHALL BE EMBEDDED IN GROUT 3.ALL ADDITIONAL HORIZONTAL REINFORCING SHALL END IN A STANDARD HOOK AROUND VERTICAL REINFORCING 4.FOR WALLS PIERS WITH A HEIGHT (H) AND WIDTH (W) ≥12'-0" OR LARGER, ADDITIONAL DUCTILITY REINFORCING NOT REQUIRED 5.AN INCENDENTAL MASONRY COLUMN OCCURS ANY TIME A PIER WIDTH (W) IS LESS THAN 24" FOR 8" CMU, 30" FOR 10" CMU, OR 36" FOR 12" CMU. THESE COLUMNS SHALL HAVE VERTICAL REINFORCING PER THE NOTES IN THE MASONRY COLUMN SCHEDULE AND SHALL HAVE #2 TIES AT 8" O.C. 6.MASONRY COLUMNS MUST BE AT LEAST 16" WIDE BETWEEN OPENINGS. IF OPENINGS ARE CLOSER TOGETHER, THE OPENINGS SHALL BE TREATED AS ONE OPENING AND THE STRUCTURAL ENGINEER SHALL BE NOTIFIED. FLOOR, ROOF, OR TOP OF PARAPET.REINFORCING @ MISC. OPENINGS PER DETAIL TYPICAL WALL REINFORCING, SEE SCHEDULEADDITIONAL VERTICAL BAR FOR DUCTILITY REINFORCING AT TOP OF WALL AND AT DIAPHRAGM CONNECTION LEVEL SHALL RUN CONTINUOUS THROUGH CONTROL JOINTS. #2 TIES AROUND ALL VERTICAL BARS IN MASONRY COLUMNS. MASONRY COLUMN. SECTION A-A A A 16" MIN BETWEEN OPENINGS FOR MASONRY OPENINGS LESS THAN 3'-0" USE 16" DEEP BEAM W/ (2) #4 BOTTOM AND USE (1) #5 JAMB STEEL EACH SIDE. U.N.O. NOTES: 1.ALL VERTICAL REINFORCING SHALL HAVE MATCHING DOWELS CAST INTO FOUNDATIONS. 2.JAMBS TO BE GROUTED SOLID.0' - 2 1/2"0' - 2 1/2"VERTICAL REINFORCING, SEE SCHEDULE ADDITIONAL VERTICAL REINFORCING PER SCHEDULE DEPTH WIDTH NOTES: 1. GROUT ALL CELLS SOLID, TYP. 2. USE OPEN ENDED 'A' BLOCK UNITS THROUGHOUT MASONRY BEAM. BACK-TO-BACK END SHELLS ARE NOT ALLOWED. 3. PROVIDE SPLICES IN HORIZONTAL TOP REINFORCING AT MID SPAN ONLY, TYP., U.N.O. 4. PROVIDE SPLICES IN HORIZONTAL BOTTOM REINFORCING AT SUPPORTS ONLY, TYP., U.N.O. 5. EXTEND TOP BARS A MINIMUM OF 72 BAR DIAMETERS BEYOND THE FACE OF THE OPENING OR TERMINATE WITH A STANDARD HOOK, TYP., U.N.O. 6. EXTEND BOTTOM BARS A MINIMUM OF 24" BEYOND THE FACE OF THE OPENING OR TERMINATE WITH A STANDARD HOOK, TYP., U.N.O. 7. HOOK VERTICAL REINFORCING AROUND HORIZONTAL BOTTOM REINFORCING. HOOK VERTICAL REINFORCING AROUND HORIZONTAL TOP REINFORCING 8. STANDARD VERTICAL WALL REINFORCING DOES NOT NEED TO HOOK AROUND HORIZONTAL REINFORCING. 9. THE FIRST VERTICAL REINFORCING ADJACENT TO THE SUPPORT SHALL BE PLACED WITHIN A DISTANCE NOT GREATER THAN ONE HALF THE TYPICAL SPACING OF THE ADJACENT VERTICAL REINFORCING FROM THE FACE OF THE SUPPORT. 10. PROVIDE VERTICAL JAMB REINFORCING EACH SIDE OF OPENING PER THE GENERAL NOTES, U.N.O. EXTEND FULL HEIGHT OF WALL BETWEEN LEVELS. 11. PROVIDE VERTICAL CONTROL JOINTS AT MID SPAN ONLY, TYP., U.N.O. DO NOT PLACE CONTROL JOINTS AT OR NEAR FACE OF SUPPORTS. 12. PENETRATIONS THROUGH MASONRY BEAMS ARE NOT ALLOWED, UNLESS APPROVED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER IN WRITING PRIOR TO CONSTRUCTING BEAM. 13. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.GROUTED SOLIDDEPTH PER SCHEDULEDEPTH PER SCHEDULEGROUTED SOLIDVERT. REINF. HOOK AROUND BOTTOM REINF. HOOK AROUND TOP REINF. OR EXTEND 72 BAR DIA., SEE NOTE #8 ABOVE. VERT. REINF. HOOK AROUND BOTTOM REINF. HOOK AROUND TOP REINF. OR EXTEND 72 BAR DIA., SEE NOTE #8 ABOVE. ALTERNATE HOOK BETWEEN BARS BOTTOM REINF. TOP REINF. 'PLAN' HORIZ. STEEL. 'A' BLOCK WITH OPEN ENDED UNITS TYP. THROUGHOUT ENTIRE BEAM. 'A' BLOCK WIDTH PER SCHEDULE PER SCHEDULE WIDTH TYPE 'A'TYPE 'B' BOTTOM STEEL TOP STEEL FULL HEIGHT72db JAMB STEEL"ELEVATION"FULL HEIGHT72db JAMB STEELLESS THAN 1/2" TIE SPACING, TYP. 24"24" BOTTOM REINF. TOP REINF. (2) #5 BARS AT JAMBS TYP. ( (1) #5 AT 6" WALLS) TYPE 'A'TYPE 'B' NOTES: 1.COORDINATE WITH ARCHITECTURAL DRAWINGS, MASONRY WALL FINISHES, TYPES OF MATERIAL, COURSING, ETC. 2.DO NOT SOLID GROUT WALLS UNLESS NOTED OTHERWISE. 3.ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 4.VERTICAL REINFORCING SHALL BE CENTERED IN THE WALL U.N.O. 5.(1) VERTICAL BAR MINIMUM AT ALL CORNERS AND END OF WALLS. 6.HORIZONTAL WALL REINFORCING SHALL BE PLACED BETWEEN VERTICAL MASONRY COLUMN REINFORCING BARS. 7.HORIZONTAL WALL REINFORCING SHALL CONTINUE THROUGH MASONRY LINTELS. WHERE BOTH HORIZONTAL WALL REINFORCING AND LINTEL REINFORCING OCCUR IN THE SAME COURSE, USE THE LARGER REINFORCING. 8.MASONRY WALLS NOT DESIGNED ON THE PLANS SHALL BE REINFORCED PER GENERAL NOTES. 9.SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 10.MASONRY SHALL BE SPECIAL INSPECTED SEE GENERAL STRUCTURAL NOTES. 11.HORIZONTAL AND VERTICAL WALL REINFORCEMENT SPACING SHALL NOTE EXCEED 48" O.C. OR 1/3 THE WALL SEGMENT LENGTH OR HEIGHT. SEE MASONRY REINFORCING AROUND OPENINGS FOR ADDITIONAL REQUIREMENTS. HORIZONTAL REINFORCING. VERTICAL REINFORCING, CENTERED IN WALL.VERTICAL REINFORCING, EACH FACE. HORIZONTAL REINFORCING.2½"2½"EQEQ2½"2½"EMBED CHANNELS, SEE SCHEDULE. TOP OF EMBED TO BE ALIGNED WITH TOP OF STEEL BEAM. MASONRY WALL, SEE PLAN. NOTES: 1.FACE SHELLS SHALL BE REMOVED AT EMBED LOCATION AND CELLS SHALL BE FULLY GROUTED AFTER EMBED PLACEMENT. 2.BEAM WEB SHALL HAVE LESS THAN 3" ECCENTRICITY FROM EMBED CENTERLINE. 3.WALL SHALL BE 8" CMU, MIN. 4.REMOVE CMU CELL WALLS WHERE ANCHORS OCCUR.2½" TYP.MASONRY BOND BEAM IN FIRST FULL COURSE BELOW EMBED. L6X4X3/8 X REQ'D SHEAR TAB WITH (2) 7/8"Ø ERECTION BOLTS IN 3½" HORIZONTAL LONG-SLOTTED HOLES. STEEL BEAM 1½ TYP.2½" TYP.6½" MIN.7" TYP.LENGTH (2) ROWS OF ANCHORS PER CHANNEL, TYP. TYP. 5/16 2½ TYP. 5/16 TYP. 5/16 TYP. 5/16 5/8 ±3" MAX. 1" TYP. 1½" TYP. EMBED CHANNELS, SEE SCHEDULE. TOP OF EMBED TO BE ALIGNED WITH TOP OF STEEL BEAM. MASONRY WALL, SEE PLAN.2½" TYP.MASONRY BOND BEAM IN FIRST FULL COURSE BELOW EMBED. 3/8"X4"X10" SHEAR TAB EACH SIDE OF TUBE. STEEL TUBE BEAM ±3" MAXSHEAR TAB TO EMBED 3/16 STEEL TUBE BEAMTYP. 5/16 2½ TYP. 5/16 MB-4 8" 40" (2) #5 #3 @ 16" O.C. A MB-3 8" 32" (2) #5 #3 @ 16" O.C. A MB-2 8" 24" (2) #5 #3 @ 8" O.C. A MB-1 8" 16" (2) #5 #3 @ 8" O.C. A HORIZONTAL VERTICAL MARK WIDTH DEPTH REINFORCING TYPE NOTES MASONRY BEAM SCHEDULE #9 82" 82" 82" 82" #8 72" 72" 72" 72" #7 63" 63" 63" 63" #6 54" 54" 51" 46" #5 32" 29" 28" 25" #4 22" 20" 20" 20" #3 16" 15" 15" 15" FLUSH WALL, PILASTER, OR COLUMN, TWO BARS IN EACH CELL #9 82" 82" 74" 82" 82" 68" 82" 79" 64" 81" 72" 57" #8 72" 72" 61" 72" 64" 56" 72" 64" 53" 71" 55" 47" #7 60" 46" 55" 42" 52" 40" 46" 36" #6 43" 40" 40" 36" 38" 34" 34" 31" #5 26" 25" 25" 25" #4 22" 20" 20" 20" #3 16" 15" 15" 15" f'm = 1500psi f'm = 1800psi f'm = 2000psi f'm = 2500psi 8" 10" 12" 8" 10" 12" 8" 10" 12" 8" 10" 12"BAR SIZE THICKNESS THICKNESS THICKNESS THICKNESS SINGLE BAR CENTERED IN CELL TENSION BARS "Ld" MASONRY REINFORCING LAP LENGTH SPLICE SCHEDULE MW-10A 12" CMU NO #6 @ 32" O.C. (2) #4 @ 48" O.C. (2) #5 A - MW-8A 8" CMU YES #5 @ 32" O.C. (2) #4 @ 48" O.C. (2) #5 A - VERTICAL HORIZONTAL TOP AND BOTTOM MARK THICKNESS MATERIALS SOLID GROUT REINFORCING WALL TYPE NOTES MASONRY WALL SCHEDULE L-5 10'-0" TO 12'-0" 6"X4"X3/8" L-4 9'-0" TO 10'-0" 5"X3-1/2"X5/16" L-3 7'-0" TO 9'-0" 4"X3-1/2"X5/16" L-2 5'-0" TO 7'-0" 3-1/2"X3-1/2"X5/16" L-1 UP TO 5'-0" 3-1/2"X3-1/2"X1/4" MARK CLEAR OPENING ANGLE SIZE STEEL ANGLE LINTEL SCHEDULE NO SCALESE-003 6 MASONRY REINFORCING AROUND OPENINGS 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 byu idaho project # : 12006 SE-003 SCHEDULES MASONRY Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents MJ-7 MJ-6 MJ-5 MJ-4 MJ-3 MJ-2 16" 8" (4) #5 MJ-1 8" 8" (2) #5 WIDTH DEPTH VERTICAL MARK DIMENSIONS REINFORCING TYPE NOTES MASONRY JAMB SCHEDULE W12 L6X4X3/8 X 9" 2 C12X20.7 16" ¾"Ø X 5½" LONG 4 3 46.6 31.1 37.3 24.8 - C10 L6X4X3/8 X 7" 1 C12X20.7 16" ¾"Ø X 5½" LONG 2 3 28.2 18.8 12.4 8.3 - W8 L6X4X3/8 X 5" 1 C12X20.7 16" ¾"Ø X 5½" LONG 2 3 26.6 17.8 12.4 8.3 - W6 L6X4X3/8 X 4" 1 C12X20.7 16" ¾"Ø X 5½" LONG 2 3 21.3 14.2 12.4 8.3 - NUMBER SIZE LENGTH SIZE ROWS COLUMNS LRFD ASD LRFD ASD BEAM SIZE SINGLE ANGLE SIZE EMBED CHANNEL HEADED STUD ANCHORS CAPACITY (KIPS) OOP CAPACITY (KIPS) NOTES STEEL TO MASONRY CHANNEL CONNECTION SCHEDULE 10/27/2020 NOTES: 1. MINIMUM SILL PLATE ANCHORAGE SHALL BE 3/8"X3" TITEN HD ANCHORS AT 48" O.C. (2 BOLTS PER WALL, MIN.) IN CONCRETE. 2. ALL STUDS AND PLATES SHALL MEET THE MATERIALS REQUIREMENTS SPECIFIED IN THE GENERAL NOTES. 3. ALIGN STUDS WITH FRAMING MEMBERS ABOVE AND PROVIDE 1/2" MAXIMUM GAP BETWEEN TOP TRACK AND TOP OF STUD TYP., U.N.O. 4. PROVIDE TRACK AT TOP AND BOTTOM OF WALL, TYP., U.N.O. 5. PROVIDE SPLICES IN PLATES CENTERED OVER STUDS ONLY. 6. PROVIDE FULL HEIGHT STUDS BETWEEN FRAMING LEVELS, TYP., U.N.O. PROVIDE PLATES AT BEARING LOCATIONS ONLY. DO NOT PROVIDE INTERMEDIATE PLATES IN WALLS BETWEEN FRAMING LEVELS. 7. ANCHOR BOLTS IN SILL PLATES SHALL BE PLACED SO AS NOT TO COINCIDE WITH THE LOCATION OF THE STUDS ABOVE. 8. ANCHOR BOLTS SHALL BE CENTERED IN SILL PLATE, TYP., U.N.O. 9. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. TOP TRACK, SEE SCHEDULE #10 TEK SCREW EACH SIDE OF STUD, TYP. STEEL STUDS, SEE PLAN AND SCHEDULE PROVIDE HORIZONTAL BRIDGING AT 48" O.C. UNLESS SHEATHED EACH FACE PROVIDE BRIDGING AT ±1'-0" OF CENTER OF WALL. SILL TRACK AND ATTACHMENT, SEE SCHEDULE EDGE SCREW TO TOP TRACK 362S162-43 BLOCKING AT ALL PANEL JOINTS EDGE SCREW FIELD SCREW HOLD DOWN (WHERE OCCURS) EDGE SCREW EDGE SCREW (REQUIRED ON EACH STUD AT HOLD DOWN) STUD AT ADJOINING PANEL EDGES EDGE SCREW NOTES: (2) WALL STUDS MIN AT HOLDOWN. 1. MINIMUM SILL PLATE ANCHORAGE SHALL BE #10 SCREWS AT 16" O.C. IN STEEL TRACK, OR 3/8"Ø X3" TITEN HD AT 32" O.C. (2 BOLTS PER WALL, MIN.) IN CONCRETE. SEE SHEATHING SCHEDULE FOR ADDITIONAL ANCHORAGE REQUIREMENTS, IF APPLICABLE. 2. ALL STUDS AND PLATES SHALL MEET THE MATERIALS REQUIREMENTS SPECIFIED IN THE GENERAL NOTES. 3. ALIGN STUDS WITH FRAMING MEMBERS ABOVE, TYP., U.N.O. 4. PROVIDE SPLICES IN PLATES CENTERED OVER STUDS ONLY. STAGGER TOP PLATE SPLICES AT LEAST SIX FEET. 5. PROVIDE FULL HEIGHT STUDS BETWEEN FRAMING LEVELS, TYP., U.N.O. PROVIDE PLATES AT BEARING LOCATIONS ONLY. DO NOT PROVIDE INTERMEDIATE PLATES IN WALLS BETWEEN FRAMING LEVELS. 6. ANCHOR BOLTS IN SILL PLATES SHALL BE PLACED SO AS NOT TO COINCIDE WITH THE LOCATION OF THE STUDS ABOVE. 7. ANCHOR BOLTS SHALL BE CENTERED IN SILL PLATE, TYP., U.N.O. 8. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. ANCHOR BOLT, PER SCHEDULE HEADER TYPE H1 TWO TRACKS TWO STUDS #10 @ 12" O.C. TYP. U.N.O MATCH WALL BOTTOM TRACK AND STUD SIZE, TYP. U.N.O JAMB TYPE J-1 ONE TRACK TWO STUDS #10 @ 12" O.C. TYP. U.N.O JAMB TYPE J-2 TWO TRACK THREE STUDS #10 @ 12" O.C. TYP. U.N.O HEADER MEMBERS AND TRACKS, SEE SCHEDULE STEEL STUD WALL, SEE SCHEDULE BASE TRACK, SEE SCHEDULE JAMB, SEE SCHEDULE CRIPPLE STUD 18 GA. TRACK W/ 1¼" FLANGE TO MATCH WALL THICKNESS W/ (5) #10 SCREWS EACH SIDE JAMB ANCHORAGE, SEE SCHEDULE SIMPSON SHH6/54 EACH SIDE OF HEADER W/ #10 SCREWS TO JAMB (FLANGES (8), WEB (4)) AND # 10 SCREWS TO HEADER (WEB (8), TRACK (4)) 1/8" MAX. GAP #10 SCREWS AT EACH STUD, TYP. STUD WALL, SEE PLAN AND SCHEDULE. ALIGN WITH JOISTS ABOVE BEARING WEB STIFFENER W/ (4) #10 SCREWS. MATCH WALL STUD SIZE TOP TRACK W/ 1¼" FLANGE. MATCH DEPTH AND GAUGE OF JOISTS. SPLICE BTWN STUDS WITH HORIZ WALL STUD AND (4) #10 SCREW EACH SIDE OF SPLICE. #10 SCREWS @ 8" O.C. BEARING WALL, SEE SCHEDULE. ALIGN JOISTS WITH WALL STUDS (1) #10 SCREW AT EACH JOIST INTO TOP TRACK FLOOR JOIST, ALIGN W/ WALL STUD PER DETAIL A4/S0.07 3/4" MAX. HORIZONTAL FRAMING MEMBER VERTICAL FRAMING MEMBER HORIZONTAL FRAMING MEMBER VERTICAL FRAMING MEMBER 1/8" MAX. FROM WEB OF HORIZONTAL FRAMING MEMBER TO EDGE OF VERTICAL FRAMING MEMBER STUDS AT HOLDOWN HOLDOWN FASTENERS ANCHOR BOLT CONCRETE FOUNDATION WALL. END OF WALL OR EDGE OF OPENING, SEE PLAN. NOTES: 1. ATTACH DOUBLE STUD TOGETHER WITH #10 SCREWS AT 8" O.C. STAGGERED. 2. ANCHORS MAY BE DRILLED AND EPOXIED WITH HILTI HIT-HY 200 EPOXY OR EQUIVALENT. STUDS AT HOLDOWN HOLDOWN FASTENERS ANCHOR BOLT STEEL BEAM END OF WALL OR EDGE OF OPENING, SEE PLAN. AT CONCRETE AT STEEL 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 byu idaho project # : 12006 SE-004 BEARING STUD WALL SCHEDULES Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents -B 18GA 18GA 7/16" OSB #10 SCREWS 4" O.C. 6" O.C. #10 SCREW AT 8" O.C. IN STEEL TRACK, OR 3/8"X3" TITEN HD AT 32" O.C. -A 18 GA 18GA 7/16" OSB #10 SCREWS 6" O.C. 6" O.C. #10 SCREW AT 8" O.C. IN STEEL TRACK, OR 3/8"X3" TITEN HD AT 32" O.C. MARK MIN.TRACK GAUGE MIN STUD GAUGE AT ABUTTING JOINT WOOD SHEATHING THICKNESS FASTENERS EDGE SCREW SPACING FIELD SCREW SPACING SILL ATTACHMENT NOTES CFS STEEL WALL SHEATHING SCHEDULE SW-6.2 600S162-68 @ 16" O.C. (2) STUDS UNDER JOISTS 600T125-68 600T200-68 W/ SIMP. SCW EA. STUD #12 TEK SCREWS AT 6" O.C. OR 3/8"ØX3" TITEN HD AT 32" O.C. SW-6.1 600S162-68 @ 16" O.C. 600T125-68 600T125-68 #12 TEK SCREWS AT 6" O.C. OR 3/8"ØX3" TITEN HD AT 32" O.C. SW-3.1 362S162-54 @ 16" O.C. 362T125-54 362T125-54 #12 TEK SCREWS AT 6" O.C. OR 3/8"ØX3" TITEN HD AT 32" O.C. MARK WALL STUDS AND SPACING SILL TRACK TOP TRACK SILL TRACK ATTACHMENT CFS STUD WALL SCHEDULE H-6.2 6" (2) 1600S200-97 H1 (3)600S162-68 AND (2) 600T125-97 J2 H-6.1 6" (2) 600S162-54 H1 (2) 600S162-68 AND 600T125-43 J1 H-3.2 3 5/8" (2) 600S162-68 H1 (2) 362S162-54 AND 362T125-43 J1 H-3.1 3 5/8" (2) 362S162-54 H1 (2) 362S162-54 AND 362T125-43 J1 MARK HEADER WALL WIDTH HEADER SIZE TYPE JAMB SIZE TYPE CFS STEEL HEADER SCHEDULE NO SCALESE-004 A1 TYP. BEARING WALL TOP TRACK CONNECTION NO SCALESE-004 A2 TYP. BEARING STUD WALL END CONNECTION NO SCALESE-004 A4 TYP. JOIST ALIGNMENT AT BEARING WALL STUDS S/HDU4 S/HDU4 (2) (6) #14 SCREWS - 5/8" 9" MARK HOLDOWN OR STRAP TYPE MIN. STUDS AT HOLDOWN/STRAP FASTENERS STRAP END LENGTH HOLDOWN ANCHOR BOLT DIAMETER ANCHOR BOLT EMBED LENGTH NOTES CFS HOLDOWN SCHEDULE 10/27/2020 INDICATES NOTES ARE KEYED ON PLAN. 1.SEE ARCHITECTURAL DRAWINGS FOR SLOPES AND RECESSES IN FLOOR SLABS 2.FOR CONCRETE WALL REINFORCING, SEE CONCRETE WALL SCHEDULE ON SHEET SE-002. 3.FOR CONCRETE PIER/COLUMN REINFORCING, SEE CONCRETE PIER SCHEDULE ON SHEET SE-002. 4.FOR CORNER, INTERSECTION, AND END BARS IN CONCRETE WALLS SEE DETAILS A1 AND A2/SE-501. 5.FOR CONTROL JOINTS IN SLABS ON GRADE SEE DETAIL B4/SE-501. GENERAL SHEET NOTES INDICATES NOTES ARE KEYED ON PLAN. 1 DRILL AND EPOXY TO EXISTING. 5" MINIMUM EMBEDMENT. 2 DEMOLISH SLAB TO INSTALL NEW FRENCH DRAIN, SEE SHEET M301 FOR PIPE RUNNING PARALLEL TO FRENCH DRAIN. REPAIR AS REQ'D. 3 INFILL MASONRY WALL, SEE DETAIL A1/SE-511 4 INFILL DOCK LEVELER WITH 6" REINFORCED CONCRETE WALLS AND SLAB WITH #4 AT 18"O.C. EACH WAY. FILL WITH GRAVEL. 5 DEMOLISH SLAB TO INSTALL NEW FOUNDATION FOR MEZANINE. REPLACE AS REQ'D. 6 NOT USED. 7 MODIFY FLOOR VENTS, COORDINATE WITH MECHANICAL FILL EXISTNIG VENT OPENINGS WITH 1/4" PLATE THAT EXTENDS 3" PAST OPENING AND SCREW INTO CONCRETE WITH 1/4"Ø SIMPSON CONCRETE SCREWS AT 4"O.C. CUT NEW OPENINGS WITH DRILLED HOLES AT CORNERS AND CUTTING BETWEEN HOLES. DO NOT OVERCUT CORNERS. 8 PROVIDE NEW 6" CONCRETE SLAB ON 24" FREE DRAINING GRAVEL. REINFORCE WITH #4 AT 18"O.C. EACH WAY, CENTER OF SLAB 10 NEW 8" REINFORCED MASONRY WALL ON 12"X2' FOOTING. 11 LOWER SLAB TO BE SAME ELEVATION AS MAIN BUILDING. NEW 5" SLAB ON GRADE. 12. FREEZER SLAB: REMOVE EXISTING TOP SLAB AND FOAM. FILL WITH GRAVEL AS REQUIRED. PROVIDE 5" SLAB ON GRADE REINFORCED WITH #4 AT 24"O.C. EACH WAY IN CENTER OF SLAB. 13.FOR NEW GUARDRAIL AT RETAINING WALL, SEE DETAIL D4/SE-521. 14.ALL STEEL ANGLES AND PLATES ETC. IN THE TUNNEL AREA SHALL BE GALV. AFTER FABRICATION. KEYED SHEET NOTES LEGEND INDICATES CONCRETE FILLED STEEL COLUMN, FILL WITH 4000psi SELF CONSOLIDATING CONCRETE.HSS?? CFINDICATES CONCRETE SLAB ON GRADE, SEE PLAN NOTES. INDICATES CHANGE IN SLAB ELEVATION AND DEPTH FROM F.S.E. INDICATES CONCRETE WALL, SEE SCHEDULE. INDICATES RECESSED SLAB, SEE ARCH. CW-?? INDICATES MASONRY WALL, SEE SCHEDULE. MW-?? INDICATES MASONRY BEAM, SEE SCHEDULE. MB-?? INDICATES CONCRETE PIER (CP), SEE SCHEDULES CP-? INDICATES STEEL HSS (HSS) OR STEEL WIDE FLANGE (W). COLUMN AND BASE PLATE, SEE SCHEDULESBP-?BP-?HSS??W?X??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?-?1 2 3 4 5 6 7 8 A B C D E CW-8A96' -0"F-3C3 3 3 3 3 3 3 3 2 4 7 5 3 3 3 3 8 10 11 11 7 12 100' -0"F-2C D6 SE-511 CW-14A96' -0"F-3CCW-14A 96' -0"F-3C CW-8A96' -0"F-3C11 8 100' -0"F-2C100' -0"F-2C100' -0"F-2C 100' -0"F-2C100' -0"F-2C 100' -0"F-2C OPEN ADD (4) #6 BOTTOM IN 24" WIDE STRIPHSS8X4X1/4BP-1HSS8X4X1/4BP-1CP-2CP-2F-3 CP-2F-3 100' -0"F-2C A3 SE-501 TYP. C3 SE-501 C3 SE-501 13 C2 SE-501 100' -0"F-2C 100' -0"F-2CCW-8A CW-8AT.W = 102'-0"T.W = 100'-0" T.W = 102'-0" T.W = 100'-0" T.P. = 100' - 0"T.P. = 100' - 0" 1 CW-8A93' -6"F-3CMATCH EXISTING ELEVATION C1 SE-501 C1 SE-501 OPP. MATCH EXISTING ELEVATIONL6X4X1/2(2) 5X3½X3/8 ANGLES LL BACK TO BACK D5 SE-501 C4 SE-501 C5 SE-501 D2 SE-501 D1 SE-501 D2 SE-501 D3 SE-501 REMOVE THIS AREA OF SLAB ON GRADE REMOVE THIS AREA OF TUNNEL SLAB (6" SLAB, TYP.) REPLACE WITH 6" TOTAL THICKNESS CONCRETE SLAB REINFORCED WITH #4 AT 18" O.C. BOTH WAYS, SEE SCHEDULE.L6X4X5/16D4 SE-501 C5 SE-501 SIM. D1 SE-501 SIM. L6X4X5/16 14 E1 SE-501 TYP. E1 SE-501 TYP. 2" 6-W2-20 6-W2-18 REMOVE THIS AREA OF TUNNEL SLAB (6" SLAB, TYP.) REPLACE WITH 8" TOTAL THICKNESS CONCRETE SLAB REINFORCED WITH #4 AT 18" O.C. BOTH WAYS, SEE SCHEDULE.8-W2-18 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 byu idaho project # : 12006 SE-101 FOUNDATION PLAN Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents 1/8" = 1'-0"SE-101 A1 FOOTING AND FOUNDATION PLAN 10/27/2020 INDICATES NOTES ARE KEYED ON PLAN. 1.ALL NEW MASONRY WALLS TO BE MW-8A, U.N.O. GENERAL SHEET NOTES INDICATES NOTES ARE KEYED ON PLAN.. 1.ROOF SHEATHING/DECK... 2.BOLT STAIR STRINGER TO WALL WITH 3/4" BOLTS @ 24"O.C. IN GROUTED CELLS (2 MINIMUM PER LEG). 3.NEW DOOR OPENING IN MASONRY, SEE DETAIL C6/SE-511. 4.NEW LARGE DOOR OPENING IN MASONRY, SEE DETAIL D6/SE-511, AND C3/SE-511 AND C5/SE-511 FOR LARGE GARAGE DOOR OPENINGS. 5.5¼" SUSPENDED CONCRETE SLAB OVER CURING ROOM. REINFORCE WITH #5 @ 12"O.C. EACH WAY. 6.NEW WINDOW OPENING IN MASONRY, SEE DETAIL B6/SE-511. 7.NEW DOOR OPENING IN MASONRY, SEE DETAIL A6/SE-511 8.SEE STEEL TO MASONRY CHANNEL CONNECTION SCHEDULE ON SHEET SE-003. 9.SEE STEEL TO STEEL CONNECTION SCHEDULE ON SHEET SE-002. 10.SLEEVE LANDING CONSTRUCITON AROUND EXISTING COLUMN. ALIGN DECK SIDE SEAM AT COLUMN. KEYED SHEET NOTES LEGEND INDICATES CONCRETE FILLED STEEL COLUMN, FILL WITH 4000psi SELF CONSOLIDATING CONCRETE.HSS?? CFINDICATES CHANGE IN SLAB ELEVATION AND DEPTH FROM F.S.E. OPEN INDICATES OPENING IN DECK, SEE DETAIL ______. INDICATES RECESSED SLAB, SEE ARCH. INDICATES BAR GRATING SPAN DIRECTION, SEE PLAN NOTES. INDICATES MASONRY WALL, SEE SCHEDULE. MW-?? INDICATES CONCRETE BEAM, SEE SCHEDULE. CB-?? INDICATES MASONRY BEAM, SEE SCHEDULE. MB-?? 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 DIFFERENT SLAB THICKNESS INDICATES NON-BEARING MASONRY WALL. MW-?? ?" INDICATESMASONRY PIER (MP) OR COLUMN (MC), SEE SCHEDULESM?-?INDICATES CONCRETE WALL, SEE SCHEDULE. CW-?? 1 2 3 4 5 6 7 8 A B C D E MW-8A MW-8A1 3 3 3 7 3 4 4 4 4 4 3 4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4L4X4X1/4L6X6X3/83HSS6X6X1/4HSS6X6X1/4L6X4X3/8 L6X4X3/8 L8X4X1/2 L8X4X1/2 L8X4X1/2 L8X4X1/2 L8X4X1/2L8X4X1/2L6X4X3/8 L6X4X3/8 L6X4X3/8L6X4X3/8L8X4X1/2L8X4X1/28' - 1 5/8"4' - 6" NEW MEZZANINE C12X20.7C12X20.7C12X20.7C8X11.5 5 6 6 6 6 H-6.2 H-6.2 H-6.1 H-6.1 H-6.1SW-6.2-A SW-6.1-AMW-8AMW-8AMW-8AL6X6X3/8L6X6X3/8L6X6X3/83 6 6 1600S200-97 @ 4' - 0" O.C. MAX 1½-B-20 1½-B-20 5¼-W2-20HSS5.500X0.500HSS5.500X0.500C12X20.7 C12X20.7 10' - 8"9' - 8 1/4"5' - 4 1/4"5¼-W2-20 A5 SE-521 A4 SE-521 C1 SE-521 C1 SE-521 SW-6.1-ASW-6.1-A A2 SE-521 A1 SE-521 BTWN. JOISTS A3 SE-521 B1 SE-521 W8X18 (8)W8X18 (14)W8X18 (10)W8X18 (14)W8X35 (22)W8X35 (22)C12X20.7W8X185¼-W2-20 5¼-W2-20 8 8 B2 SE-521 B2 SE-521 SIM. B3 SE-521 W12X14W12X14HSS8X4X1/4BP-1HSS8X4X1/4BP-18 8 W12X14 W12X14 W12X14 6' - 0"6' - 0"2' - 1"C3 SE-521 C3 SE-521 C3 SE-521 C4 SE-521 MB-3MB-4 MB-2MW-8AMW-8AMW-8A MW-8AMW-8AMW-8A MW-8A MW-8AH-3.2H-3.2H-3.22 10 MB8-1MB8-1L6X6X3/8L6X6X3/8HSS6X6X1/4HSS6X6X1/4MB8-1MW-8A 9 1½-B-20 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 byu idaho project # : 12006 SE-111 LOW ROOF FRAMING PLAN Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents 1/8" = 1'-0"SE-111 A1 TOP OF LOWER WALL 10/27/2020 INDICATES NOTES ARE KEYED ON PLAN. 1.SKYLIGHT, SEE ARCH. KEYED SHEET NOTES LEGEND INDICATES CONCRETE FILLED STEEL COLUMN, FILL WITH 4000psi SELF CONSOLIDATING CONCRETE.HSS?? CFOPEN INDICATES OPENING IN DECK, SEE DETAIL ______. INDICATES CONCRETE WALL, SEE SCHEDULE. INDICATES BAR GRATING SPAN DIRECTION, SEE PLAN NOTES. CW-?? INDICATES MASONRY WALL, SEE SCHEDULE. MW-?? INDICATES CONCRETE BEAM, SEE SCHEDULE. CB-?? INDICATES MASONRY BEAM, SEE SCHEDULE. MB-?? 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. ??-?? ??-??-?? 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 1 2 3 4 5 6 7 8 A B C D E 1 1 1 1 1 1 1 1111111 1 1 1 1 1 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 byu idaho project # : 12006 SE-121 HIGH ROOF FRAMING PLAN Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents 1/8" = 1'-0"SE-121 A1 HIGH ROOF FRAMING PLAN 10/27/2020 LS LSLS LSSEE CONCRETE REINFORCING LAP SPLICE SCHEDULE FOR "L" INTERSECTION CORNER LS LSLSLS CONCRETE WALL VERTICAL WALL REINFORCING 90º HOOK "U" TIE SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING LAP BARS PER REINFORCING BAR LAP SLICE SCHEDULE POUR #1 POUR #2 PLAN 36T MAX 36T MAXMAX. LENGTH OF POUR WITHOUT CONTROL JOINTS = 36T COORDINATE JOINT LOCATIONS WITH ARCH. REQUIREMENTS. MAX WIDTH OF POUR = 108T 108T MAXTYPICAL CONSTRUCTION JOINT TYPICAL CONTROL JOINT T = SLAB THICKNESS 1.25L LCONTROL JOINT MAXIMUM ASPECT RATIO CONSTRUCTION JOINT CONTROL JOINT AT EXPOSED SLAB, PROVIDE 1/4" WIDE SLOT WITH JOINT SEALER. FORMED KEY-WAY T/6 T/4TT/4 SAW CUT JOINT WITHIN FIRST 12 HOURS OF SLAB POUR, USE TOOLED JOINTS AT EXTERIOR SLABS VAPOR BARRIER, WHERE OCCURS GRANULAR FILL, SEE SOILS REPORT, 4" MIN. EXISTING UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL, SEE SOILS REPORT VAPOR BARRIER (WHERE APPLIES) 4" GRANULAR FILL EXISTING UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL CONCRETE SLAB ON GRADE, SEE PLAN CONSTRUCTION JOINT CONTROL JOINT SLAB REINFORCING TO CONTINUE THROUGH CONSTRUCTION JOINT TT/4 SLAB REINFORCING, WHERE OCCURSSAW CUT JOINT WITHIN FIRST 12 HOURS OF SLAB POUR, USE TOOLED JOINTS AT EXTERIOR SLABS VAPOR BARRIER, WHERE OCCURS GRANULAR FILL, SEE SOILS REPORT, 4" MIN. EXISTING UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL, SEE SOILS REPORTT/3NOTE: AT CONTRACTOR'S OPTION, USE SPEED DOWEL OR DIAMOND DOWEL PER MANUFACTURER'S SPECIFICATIONS 0' - 3"0' - 3"1/8" RADIUS EDGE, EACH SIDE T/32 '0'' SQUARE ISOLATION NO REINF. REQUIRED, POUR AFTER DEAD LOADS ARE IN PLACE STEEL COLUMN AND BASEPLATE (SEE PLAN AND SCHEDULE) ON 1 1/2" NON-SHRINK GROUT WITH LEVELING NUTS CONCRETE SLAB ON GRADE, SEE PLAN FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING3" MIN.5/16 STEEL COLUMN AND BASEPLATE (SEE PLAN AND SCHEDULE) ON 1 1/2" NON-SHRINK GROUT WITH LEVELING NUTS CONCRETE SLAB ON GRADE, SEE PLAN FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 3" MIN.5/16 CONCRETE PIER, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING DOWELS TO MATCH VERT. PIER REINF. A5 SE-501 A5 SE-501 2' MIN.ISOLATION JOINT COLUMN, SEE PLAN AND SCHEDULE (2) #4X4' 0" WHEN NO CONTROL JOINT OCCURS AT CORNER. 1½" TYP. EXISTING CONCRETE WALL EXISTING FOOTING CONCRETE SLAB ON GRADE, SEE PLAN EXISTING MASONRY WALL #4 AT 24" O.C. CONCRETE WALL, SEE PLAN DOWELS TO MATCH VERT. WALL REINF. FOOTING, SEE PLAN GUARDRAIL, SEE ARCH. #4 AT 24" O.C. EMBED 5" INTO EXISTING WALL FROST COVERPROVIDECONCRETE PIER, SEE PLAN AND SCHEDULE STEEL COLUMN AND BASE PLATE, SEE PLAN AND SCHEDULE EXISTING TUNNEL CONCRETE FOOTING, SEE PLAN AND SCHEDULE DOWEL INTO EXISTING TUNNEL WALL AND FOOTING WALL SYSTEM, SEE ARCH. CHAMFER, SEE ARCH. CONCRETE WALL, SEE PLAN AND SCHEDULE FOR REINFORCING. 6" METAL STUD WALL WITH SHEATHING AND 3/4"Ø TITEN HD AT 16" O.C., SEE PLAN CONCRETE SLAB ON GRADE, SEE PLAN 1' - 2" 0' - 8"3" MIN.600S162-68MIL BLOCKING WITH SIMPSON TITEN 2 SCREW AT 6" O.C. CONCRETE, SEE PLAN W2 DECK, SEE PLAN 3/4 12 1½"6X4X1/2" ANGLE WITH 5/8"X4" TITEN HD BOLTS AT 18" O.C. EXISTING 6" SLAB EXISTING MASONRY WALL, SEE PLAN EXISTING CONCRETE SLAB ON GRADE EXISTING FOUNDATION WALL L6X4X1/2 OR (2) L5X3½X3/8, SEE PLAN 8" CONCRETE SLAB ON W2 METAL DECK OR 6" CONCRETE SLAB WITH 2" TILE ON W2 METAL DECK 1/4 3/8" PLATE WITH (4) 5/8"X5" TITEN HD BOLTS (SPACE AT 8" MIN. O.C. BOTH WAYS) EXISTING MASONRY WALL, SEE PLAN EXISTING CONCRETE SLAB ON GRADE EXISTING FOUNDATION WALL1½"34X30" DOWELS AT 24" O.C., EMBED 4" IN EPOXY 2" TILE, SEE ARCH. 6" SLAB ON W2 METAL DECK, SEE PLAN L4X4X1/4 ANGLE WITH 5/8"X5" TITEN HD BOLTS AT 24" O.C. 3/4 12 2" TILE, SEE ARCH. L6X4X5/16 CONT. ANGLE WITH 1/2"X4" TITEN HD BOLTS AT 18" O.C. EXISTING CONCRETE SLAB OVER TUNNEL 6" CONC. SLAB ON W2 METAL DECK, FOR REINF. SEE PLAN 2" TILE, SEE ARCH.#4 DOWELS AT 24" O.C. 3/8"X5" CONT. PLATE WITH 5/8"X4" TITEN HD BOLTS AT 18" O.C. EXISTING FOUNDATION WALL. CUT TOP OF WALL DOWN TO ALLOW FOR NEW SLAB ON METAL DECK 1½" NEW 4" SLAB ON GRADE WITH #4 AT 24" O.C. CENTER OF SLAB 2" TILE, SEE ARCH.EXISTING SLAB ON GRADE 4" SLAB ON GRADE WITH # 4 AT 24" O.C. BOTH WAYS #4X30" DOWELS AT 24" O.C.. EMBED 4" IN EPOXY. BEND AS REQ'D 2" TILE, SEE ARCH. (2) L5X3½X3/8" ANGLES 1/8 2@8 3/4 12FTG THICKNESS SEE SCHED.MASONRY WALL, SEE PLAN AND SCHEDULE CONCRETE SLAB, SEE PLAN DOWEL TO MATCH VERT WALL REINF. ABOVE W/ STD HOOK INTO THICKENED SLAB FOOTING. (ALT HOOK DIR.) ALTERNATE BAR HOOK DIRECTIONS THICKENED SLAB FOOTING SEE PLAN AND SCHEDULE 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 byu idaho project # : 12006 SE-501 FOUNDATION DETAILS Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents NO SCALESE-501 A1 TYPICAL WALL INTERSECTION REINFORCING NO SCALESE-501 A2 TYPICAL WALL END REINFORCING NO SCALESE-501 B4 TYPICAL SLAB ON GRADE CONTROL JOINT LAYOUT NO SCALESE-501 B1 TYPICAL CONCRETE SLAB ON GRADE JOINTS NO SCALESE-501 B3 TYPICAL CONCRETE SLAB ON GRADE PROFILE NO SCALESE-501 B2 TYPICAL REINFORCED SLAB ON GRADE JOINTS NO SCALESE-501 A3 TYPICAL TUBE COLUMN CONNECTION TO FOOTING/PIER NO SCALESE-501 A5 TYPICAL TUBE COLUMN BLOCKOUT NO SCALESE-501 C2 NO SCALESE-501 C1 NO SCALESE-501 C3 NO SCALESE-501 D5 NO SCALESE-501 C4 NO SCALESE-501 C5 NO SCALESE-501 D2 NO SCALESE-501 D1 NO SCALESE-501 D3 NO SCALESE-501 D4 NO SCALESE-501 E1 10/27/2020 EXISTING WALL AREA TO BE REMOVED L4X4X1/4 EACH SIDE WITH 5/8"Ø THRU BOLT AT 16" O.C. EXTEND/BEAR 4" ONTO EXISTING MASONRY EXISTING WALL AREA TO BE REMOVED C12X30 EACH SIDE WITH (2) ROWS OF 5/8"Ø THRU BOLTS AT 16" O.C. STAGGERED 1/4"X8"XCONT. PLATE 3/16 2@12 3/16 2@12 NEW OPENING C6 SE-511 B5 SE-511 NEW OPENING C5 SE-511 SEE DETAIL A3/SE-511 FOR OPENING REINFORCING EXISTING WALL OUTSIDE HSS6X6X1/4 INSIDE L4X4X1/4 BY 4" WITH (1) 3/4"Ø BOLT. DRILL AND EPOXY AT BOND BEAMS 48" O.C. EXISTING WALL OUTSIDE HSS6X6X1/4 INSIDE L4X4X1/4 BY 4" WITH (1) 3/4"Ø BOLT. DRILL AND EPOXY AT BOND BEAMS 48" O.C. ABOVE OPENING AT OPENING 1/2"X1" PLATE INFILL W/ 8" CMU W/ #5 @ 24' O.C. VERTICAL AND (2) #4 @ 48" O.C. HORIZONTAL EXISTING MASONRY WALL 40 BAR DIAMETER LAPS, TYP. EMBED 6" IN EPOXY TYPICAL. TOP AND SIDES EMBED DOWELS IN EPOXY 3" IN EXISTING SLAB, 8" IN EXISTING FOUNDATION WALLS OR GRADE BEAMS EXISTING FLOOR SLAB, GRADE BEAM, OR FOUNDATION WALL NOTE: WHERE WALL IS 8" BLOCK AND 4" CERAMIC TILE, DETAIL SHOWS 8" BLOCK CONSTRUCTION -CERAMIC TILE SHALL BE INSTALLED AS VENEER W/ (3) WIRE LADDER TYPE JOINT REINFORCING. EXISTING STEEL ANGLES MAY BE FRAMING OPENING. DRILL THROUGH AS REQUIRED TO EPOXY REINFORCING. DOWEL TO MATCH VERTICAL WALL REINFORCING. 5" EMBED INTO SLAB ON GRADE MASONRY WALL, SEE PLAN AND SCHEDULE EXISTING 6" SLAB ON GRADE GROUT BED AS REQUIRED MATCH COURSING 0' - 2 3/4" EXISTING ROOF JOISTEXISTING ROOF JOIST EXISTING ROOF 0' - 2 3/4" 4X6 W/ (2) 1/4"X4" SIMPSON SDS SCREWS MASONRY WALL, SEE PLAN AND SCHEDULE AT ROOF OPTION 0' - 2 3/4" AT CHORD OPTION EXISTING ROOF JOIST TOP CHORD EXISTING ROOF 0' - 2 3/4" 4X6 W/ (2) 1/4"X4" SIMPSON SDS SCREWS MASONRY WALL, SEE PLAN AND SCHEDULE SEE TABLE ABOVE FOR SIZE. 5/8"Ø RODS AT 16"O.C. THROUGH WALL (2) 4X4X1/4 ANGLES WITH 5/8"Ø RODS AT 16"O.C. VERTICALLY ELEVATION B5 SE-511 OPENING HEIGHT, SEE ARCHREMOVE THIS END SHELL AND DRY PATCH SOLID 7/8" PLUG WELD AND GRIND SMOOTH, TYP. ALTERNATE REMOVE THIS WEB AND DRY PACK MIN. OF 8" (BOTH CELLS FULL) 7/8" PLUG WELD AND GRIND SMOOTH, TYP. 2@12 2@12 12" MIN0' - 8" SEE ARCH. DRAWINGS FOR NUMBER AND SIZE OF TREADS AND RISERS. #3 NOSING BARS (TYP.) 1" CLEAR ALL ROUND. USE EPOXY COATED AT EXTERIOR CONDITIONS #4 DOWELS @ 12" O.C. #4 @ 12" O.C. EACH WAY (2) #46" MINCONCRETE SLAB ON GRADE, SEE PLAN. SEE TABLE ABOVE FOR SIZE ON ALL 4 SIDES OF WINDOW. 1/4"Ø TITEN 2 MASONRY SCREWS AT 4"O.C. EMBED 1.25". ELEVATION A6 SE-5110' - 2"EXISTING WALL -EXTERIOR SIDE AREA TO BE REMOVED WINDOW FRAME ANGLE SEE TABLE. MITER AT CORNERS AND WELD TOGETHER. 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 byu idaho project # : 12006 SE-511 FRAMING DETAILS Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents NO SCALESE-511 A5 STANDARD INTERIOR DOOR OPENING NO SCALESE-511 D3 NO SCALESE-511 A3 NEW GARAGE OPENING NO SCALESE-511 C3 JAMB REINFORCING NO SCALESE-511 C5 TYPICAL STIFF BACK DETAIL NO SCALESE-511 A1 EXISTING DOOR INFILL IN MASONRY WALLS NO SCALESE-511 D2 NO SCALESE-511 C1 MASONRY WALL WITH JOIST PARALLEL NO SCALESE-511 D1 MASONRY WALL WITH JOISTS PERPENDICULAR NO SCALESE-511 C6 NO SCALESE-511 B5 NO SCALESE-511 D6 TYPICAL CONCRETE STAIR ON GRADE LL-4A LL4X4X5/16 LL-6A LL6X4X3/8 LL-8A LL8X4X1/2 MARK SIZE (INCHES) NOTES LINTEL - DOUBLE ANGLE L-6A L6X6X3/8 L-8A L8X8X1/2 MARK SIZE (INCHES) NOTES LINTEL - SINGLE ANGLE NO SCALESE-511 B6 TYPICAL FRAMING - WINDOWS NO SCALESE-511 A6 STANDARD WINDOW 10/27/2020 0' - 6"1½"Ø STANDARD PIPE - GUARDRAIL. 2"Ø STANDARD PIPE - SLEEVE WITH 3/8" AT BOTTOM. CONCRETE ON METAL DECK, SEE PLAN. BEAM, SEE PLAN, 3 SIDES 3/16 L5X5X3/8 1/40' - 6"1½"Ø STANDARD PIPE - GUARDRAIL. 2"Ø STANDARD PIPE - SLEEVE WITH 3/8" AT BOTTOM. CONCRETE ON METAL DECK, SEE PLAN. BEAM, SEE PLAN, WITH 1/4" STIFFENER PLATE EACH SIDE AT COLUMNS. COLUMN, SEE PLAN, WITH 3/4"X8"X11" CAP PLATE WITH (4) 3/4"Ø BOLTS. 3/8 3 SIDES 3/16 L5X5X3/8 1/4 CONCRETE ON METAL DECK, SEE PLAN. L5X5X3/8 WITH 3/4"Ø TITEN HD, EMBED 5", AT 16"O.C. INTO FULLY GROUTED CELLS. MASONRY WALL, SEE PLAN. 1/2" MAXBENT PLATE 2"X3" 68MIL THICKNESS (8) #10 SCREWS STUD WALL, SEE PLAN ROOF JOIST, SEE PLAN ROOF DECK, SEE PLAN DOUBLE STUD UNDER JOIST. (1) STUD CONT. TO FORM PARAPET. STUD WALL BLOCKING WITH #10 SCREWS SHEATHING, SEE PLAN BENT PLATE 2"X3" 68MIL THICKNESS STUD WALL, SEE PLAN ROOF DECK, SEE PLAN STUD WALL BLOCKING WITH #10 SCREWS SHEATHING, SEE PLAN STUD WALL, SEE PLAN STUD WALL BLOCKING WITH #10 SCREWS SHEATHING, SEE PLAN L3X3X1/4" ANGLE ROOF DECK, SEE PLAN EXISTING MASONRY WALL, SEE PLAN ROOF JOIST, SEE PLAN ROOF DECK, SEE PLAN L4X4X1/4 ANGLE AT EACH JOIST WITH (2) 3/4"ØX6" TITEN HD INTO GROUTED CELLS (8) #10 SCREWS BENT PLATE 2"X3" 68MIL THICKNESS WITH TITEN 2 AT 8" O.C. FLOOR DECK, SEE PLAN SLAB, SEE PLAN MASONRY WALL, SEE PLAN L6X6X5/16 ANGLE WITH 3/4"ØX6" TITEN HD IN GROUTED CELLS 2" MIN. GAP CONCRETE ON METAL DECK, SEE PLAN AND SCHEDULE (2) #4 CONT. NON-BEARING MASONRY WALL, SEE PLAN. REINFORCE PER GENERAL NOTES L4X3X1/4 X1' -4" LLV EACH SIDE OF WALL WITH (2) 3/8" X 4" TITEN HD EACH SIDE OF ANGLE CONCRETE ON METAL DECK, SEE PLAN AND SCHEDULE (2) #4 CONT. MASONRY WALL, SEE PLAN L4X3X1/4 X 8" LLV EACH SIDE OF WALL MASONRY WALL REINFORCING PER GENERAL NOTES 2" MIN. GAP TYP. 1/4 CONCRETE ON METAL DECK, SEE PLAN AND SCHEDULE (2) #4 CONT. MASONRY WALL, SEE PLAN L6X4X5/16 X 8" LLV CONT. EACH SIDE OF WALL AT 8' -0" O.C. TYP. 1/4 1/4 2" MIN. GAP 3/8"X8"X26" PLATE AT 8' -0" O.C. WITH 3/8" TITEN HD EACH SIDE WALL BELOW STEEL BEAMDECK PARALLEL TO WALLDECK PERPINDICULAR TO WALL KICKER PER DETAIL B5 S5.11 600S162-43MIL AT 16" O.C. WITH #10 SCREWS EACH SIDE OF STUD AS SHOWN. 600S162-43MIL AT 16" O.C. WITH #10 SCREWS EACH SIDE OF STUD AS SHOWN. BEAM, SEE PLAN BEAM, SEE PLAN SEE SCHEDULE FOR CAP PLATE, BOLTS, AND BEAM STIFFENER. 4"Ø HOLE FOR DRAIN PIPE, COORDINATE INSTALLATION OF DRAIN. SECOND HOLE NEAR BOTTOM OF COLUMN, COORDINATE WITH MECH.6" MIN.COLUMN, SEE PLAN HSS1½"X1½"X3/16 GUARDRAIL AT 4" O.C. MAX SPACING 1/2"X4"X8" WITH (2) 1/2"Ø HILTI KWIK BOLTS, EMBED 3¼" EXISTING CONCRETE WALL 3/16 0' - 4"0' - 8"GUARDRAIL 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 byu idaho project # : 12006 SE-521 FRAMING DETAILS Oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% Construction Documents 3/4" = 1'-0"SE-521 A5 3/4" = 1'-0"SE-521 A4 3/4" = 1'-0"SE-521 C1 NO SCALESE-521 A1 NO SCALESE-521 A2 NO SCALESE-521 A3 BETWEEN JOISTS NO SCALESE-521 B1 NO SCALESE-521 B2 NO SCALESE-521 B3 NO SCALESE-521 C3 NO SCALESE-521 C4 NO SCALESE-521 C2 10/27/2020 A12345678BCDE1M2012M201OFFICE120OFFICE121OFFICE122OFFICE123OFFICE124CORRIDOR118OFFICE125SEATING126OFFICE119CORRIDOR131OFFICE127OFFICE128OFFICE129BREAK ROOM130VESTIBULE101MEN'S115JANITOR116WOMEN'S117CONFRENCE ROOM(N.I.C.)114OFFICE112OFFICE110OPEN OFFICE111CORRIDOR103RECEPTION102OFFICE104OFFICE (N.I.C.)105OFFICE (N.I.C.)106OFFICE (N.I.C.)107OFFICE (N.I.C.)108OFFICE (N.I.C.)109FIRE RISER132BCM / CE LAB132CM/CE TOOL ROOM132AOFFICE134I.T.135OFFICE133CORRIDOR139STUDENTCOLLABORATION136CURING CLOSET137BHIGH BAY SHOP137AUTOMOTIVE SHOP138AUTO TOOL ROOM138BCE STORAGE140MECH141AUTO STORAGE142ENGINES LAB143CORRIDOR139CORRIDOR131773333333312211S41115111214SS16FC-1FC-2FC-3FC-5FC-62231512S433S4200 CFM22CD-1200CD-1200CD-1200CD-1200666CD-12006S4FC-8FC-7CD-12007FG-1FG-1FG-1FG-26666CD-1250CD-1250FG-2FG-2FG-1FG-1FG-17777FC-9S5100CFM62CD-125022CD-2150CD-2150S4CD-2150CD-2150CD-21506662FG-2FG-26"ø EA8"ø EA6"ø EA8"ø EA6"ø EA6"ø EA8"ø EA6"ø EA6"ø EA10101313132221313HDHDHDHDHD HDHDHDHDHDHDHDHDHD101HD1077EF119ER-1400ER-1400EF22011200CFM11200CFM11200CFM11200CFM11200CFM11200CFM222RT811RG-29RG-1RG-18RT616RT716RT-8S4FC-4S4RT416RT516RT216RT316RT1161018181818181818181818181818181818181818181818181818EF417ON ROOFON ROOFSS4CONCRETETOOLS137A4S4S4S4AH121FC1A23FC1B23ON ROOFC24SR-150022SR-150022SR-150022SR-1150SR-120014"ø SA18"x16" SA12"ø SA12"ø SA2222S4S4S4SAH-14KEEP DUCTWORK UP AS TIGHT TO STRUCTURE AS POSSIBLE.KEEP DUCTWORK UP AS TIGHT TO STRUCTURE AS POSSIBLE.18RG-310"ø SACD-33008"ø SA6CD-33008"ø SACD-4100668"ø SA10"ø SA8"ø SA8"ø SA6610"ø SA10"ø SA10"ø SA10"ø SA10"ø SA10"ø SA410"ø SA8"ø SA8"ø SA8"ø SABREAK ROOM111B2225252525252525251313136622EXISTING 36x30 SAPROVIDE METAL COVERS4PROVIDE METAL COVER131313131313121212121515SEE SHEET M102151515151514141414141415SEE MEZZANINE FLOOR PLAN ON SHEET M102 FOR PIPING AND EQUIPMENT ABOVE.8"ø EA6"ø EA8"ø EA8"ø EA6"ø EASEE LARGE SCALE MEZZANINE PLAN ON SHEET M102 FOR PIPING AND EQUIPMENT ABOVE.3M2014M201OFFICE (N.I.C.)113EF517ON ROOFEF617ON ROOFEF717ON ROOFFG-27SNOW MELT AREA 537 SQ. FT.,80,550 BTU WITH 4 LOOPS AT200 FT LENGTH EACH. (8 GPM)EXTEND SNOW MELT PIPING 4'-0" BEYOND STAIRS.EF834EF3ON ROOF28FC2A23FC3A23CCUH126UH2261 1/4" STEAM1" CR1 1/4" STEAM1 1/2" CR1 1/2" CR1 1/4" CR2" STEAM2" STEAMSOILS STORAGEAND COMPACTION144SPROVIDE METAL COVERPROVIDE METAL COVER4FC2B23ON ROOFFC3B23ON ROOF8"ø EA200 CFM200 CFM200 CFM200 CFM200 CFM200 CFM450 CFM450 CFM450 CFM300 CFM200 CFM200 CFM200 CFMCD-1300HDFG-2729HDER-227200 CFM200 CFM10"x8" EA10"x8" EAEXISTING RTU TO REMAIN12PROVIDE METAL COVERPROVIDE METAL COVERPROVIDE METAL COVERTYPICAL 6" Dia.TYPICAL 6" Dia.TYPICAL 6" Dia.TYPICAL 6" Dia.2" STEAM1 1/4" CR14"ø EA14"ø EA14"ø EA14"ø EACONNECT TO EXISTING 4" STEAM AND EXISTING 2-1/2" CR LINES.UH3261" CR1 1/2" STEAMRT931H1333 1/2" STEAM2" CR3 1/2" STEAM1 1/4" CR3" STEAM3" STEAM2" STEAM1 1/4" CRER-227EF92 1/2" STEAM1 1/2" CR121 1/2" CR2" STEAM1 1/4" STEAM1" CR1" CR1 1/2" HWR1 1/2" HWS1 1/2" HWS1 1/2" HWR1 1/2" HWS1 1/2" HWR1 1/2" CRRUN PIPING THRU JOIST SPACERUN PIPING THRU JOIST SPACE1 1/2" CRCP21 1/2" CR30SEE SHET M201 FOR CONTINUATION.PH-1ON ROOF18ON ROOFSR-110022RG-4RG-4RG-5RG-514"x10" RAREFER TO FOUNDATION PLAN ON SHEET P100 FOR DUCTWORK BELOW FLOOR AND TO LARGE SCALE PLAN 5/M201 FOR BASEMENT MECHANICAL ROOMEF10ON ROOFER-227RISE 10" ROUND DUCT UP THRU ROOF WITH WEATHER CAP FOR OUTSIDE AIR. PROVIDE MANUAL DAMPER AND MOTORIZED DAMPER IN DUCT. BALANCE TO 400 CFM MAXIMUM FLOW.CU1ON ROOFPROVIDE STEAM PRE-HEAT COIL IN DUCT WITH FACE AND BYPASS DAMPER. REFER TO DETAIL O/M301 FOR TYPICAL INSTALLATION1 1/4" STEAM1" CR10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005M101MECHANICALFLOOR PLAN20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocumentsPLAN NOTES:1EXISTING DIFFUSER OR RETURN GRILLE AND ASSOCIATED BRANCH DUCT TO REMAIN. PROTECT DURING CONSTRUCTION AND MAINTAIN CONNECT TO EXISTING DUCTWORK AND EXISTING FAN COIL UNIT LOCATED IN MEZZANINE MECHANICAL ROOM. RE-BALANCE EXISTING DIFFUSER TO MAXIMUM CFM WHERE INDICATED.EXISTING MAIN SUPPLY AIR TRUNK DUCTWORK IN CEILING SPACE TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATION OF EXISTING DUCTWORK. CONNECT NEW DUCTWORK TO EXISTING WHERE INDICATED. PROVIDE TRANSITION AS REQUIRED FOR NEW CONNECTIONS.EXISTING FLOOR GRILLE AND BOOT TO REMAIN. PROTECT DURING CONSTRUCTION. KEEP GRILLE AND BOOT CLEAN OF ANY DEBRIS.PROVIDE AND INSTALL NEW WALL MOUNTED ROOM SENSOR AS SPECIFIED. SENSOR TO BE COMPATIBLE WITH JCI MEDISYS, VERSION 10. CONNECT NEW SENSOR TO EXISTING CORRESPONDING FAN COIL IN MEZZANINE MECHANICAL ROOM OR ROOF MOUNTED EQUIPMENT AS INDICATED, AND TO BUILDING (CAMPUS) CONTROL SYSTEM.RELOCATE EXISTING CEILING DIFFUSER TO NEW CIELING GRID AS REQUIRED. PROVIDE NEW BRANCH DUCT AS REQUIRED TO CONNECT TO EXISTING MAIN TRUNK DUCT. BALANCE EXISTING DIFFUSER TO CFM AS INDICATED.PROVIDE AND INSTALL NEW CEILING DIFFUSER OR EXHAUST GRILLE AS SPECIFIED. PROVIDE NEW BRANCH DUCT AS REQUIRED TO CONNECT TO EXISTING MAIN TRUNK DUCT AS SHOWN. FIELD VERIFY EXACT LOCATIONS OF EXISTING DUCTWORK.PROVIDE AND INSTALL NEW FLOOR GRILLE AS SPECIFIED. COORDIANTE CUTTING AND PATCHING OF EXISTING CONCRETE FLOOR WITH GENERAL CONTRACTOR. (REFER TO ARCHITECTURAL SHEETS.) LOCATE NEW FLOOR GRILLES OVER EXISTING AIR TUNNEL BELOW FLOOR. SEE DETAIL G/M301 FOR TYPICL INSTALLATION. (SEE FOUNDATION PLAN ON SHEET P100.)PROVIDE AND INSTALL WALL MOUNTED RETURN GRILLE AT 6" ABOVE FLOOR. DROP12x3 RETURN DUCT DOWN IN WALL TO BELOW FLOOR AND CONNECT TO EXISTING ROUND RETURN DUCT. REFER TO PLUMBING FOUNDATION PLAN ON SHEET PD100 FOR EXISTING DUCT LOCATION AND TO DETAIL H/M3O1 FOR DUCT CONNECTION.INSTALL RETURN GRILLE AT 12" ABOVE FLOOR AND EXTEND DUCTWORK THRU CHASE WALL AS SHOWN AND TURN UP WITH 90 DEGREE ELBOW.REFER TO MEZZANINE PLAN ON SHEET M102 FOR CONTINUATION OF DUCTWORK AND PIPING.PROVIDE NEW SECTION(S) OF DUCTWORK AS REQUIRED WHERE HUMIDIFIER COILS WERE REMOVED. (SEE SHEET MD100 AND PD100). NEW DUCTWORK TO MATCH EXISTING SIZE, SHAPE AND ELEVATION. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.EXISTING STEAM UNIT HEATER OR STEAM DUCT COIL TO REMAIN. ALL ASSOCIATED STEAM AND CONDENSATE RETURN PIPING TO REMAIN. CONNECT EXISTING UNIT HEATER OR DUCT COIL TO NEW WALL MOUNTED CONTROL AS SHOWN.EXISTING STEAM AND CONDENSATE RETURN PIPING RISING UP FROM BELOW FLOOR AND PIPING NEAR ROOF TO REMAIN. FIELD VERIFY EXACT SIZES AND LOCATIONS OF PIPING AND PROTECT DURING CONSTRUCTION. PROVIDE NEW FITTINGS AS REQUIRED IN EXISTING PIPING FOR RELOCATED UNIT HEATERS.EXISTING UNIT HEATER TO BE RELOCATED. (REFER TO SHEET MD100 FOR ORIGINAL LOCATIONS OF EXISTING UNIT HEATERS.) CONNECT NEW STEAM AND CONDENSATE LINES TO EXISTING UNIT AS SHOWN AND CONNECT TO EXISTING AND/OR NEW MAIN STEAM AND CONDENSATE RETURN LINES. PROVIDE NEW SHUT-OFF VALVE ON STEAM LINE AND NEW F&T TRAP ON CONDENSATE RETURN LINES. KEEP ALL PIPING AS HIGH AS POSSIBLE. VALVE AND TRAP TO MATCH SIZE OF EXISTING EQUIPMENT PIPE CONNECTIONS. (FIELD VERIFY)CONNECT NEW STEAM SUPPLY AND CONDENSATE RETURN PIPING TO EXISTING MAIN LINES. EXTEND NEW PIPING THRU NEW AUTOMOTIVE SHOP AS SHOWN AND CONNECT TO RELOCATED UNIT HEATERS. KEEP ALL PIPING AS HIGH AS POSSIBLE AND SUPPORT FROM ROOF STRUCTURE.EXISTING ROOF TOP COOLING UNIT AND ROOF CURB TO REMAIN. EXISTING DUCT THRU ROOF AND CONCENTRIC DIFFUSER TO REMAIN. PROTECT EQUIPMENT AND DUCTWORK DURING PROJECT.PROVIDE AND INSTALL NEW ROOF MOUNTED (VENT SET) EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB AND DROP 14" ROUND DUCT DOWN THRU ROOF. CONNECT (2) 8" ROUND DUCTS FROM CAR EXHAUST SYSTEM TO 14" ROUND DUCT. PROVIDE VFD ON EXHAUST FAN MOTOR AND CONTROL WITH MANUAL OVER-RIDE SWITCH ON WALL AND WITH AIR FLOW SENSOR IN DUCT. SEE SECTION 1/M201PROVIDE AND INSTALL SPRING LOADED VEHICLE EXHAUST HOSE REEL WITH 25'-0" x 4" DIA HOSE COMPLETE WITH EXHAUST ADAPTER, HOSE STOP, AND PULL KIT WITH CLAMP. REFER TO DETAIL L/M301.PROVIDE AND INSTALL NEW CEILING MOUNTED EXHAUST FAN AS SPECIFIED. RISE 6" ROUND DUCT UP THRU EXISTING ROOF WITH ROOF CAP. REFER TO DETAIL A/M301 FOR TYPICAL FAN INSTALLATION.PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB AND DROP 14x14 DUCT DOWN THRU ROOF AND CONNECT TO (2) 10x8 DUCTS AS SHOWN. REFER TO DETAIL B/M301 FOR TYPICAL FAN INSTALLATION.PROVIDE AND INSTALL NEW HVAC UNIT WITH HOT WATER COIL AS SPECIFIED. SUPPORT NEW UNIT FROM ROOF STRUCTURE. DROP 18x18 SUPPLY AND RETURN DUCTS DOWN AND EXTEND THRU WALL BELOW LOWER ROOF LEVEL.PROVIDE AND INSTALL NEW ROOF MOUNTED HVAC UNIT AS SPECIFIED. EXTEND 18" ROUND SUPPLY DUCT AS SHOWN WITH SUPPLY GRILLES MOUNTED IN SIDE OF DUCT AT 45 DEGREED DOWN FROM HORIZONTAL. REFER TO DETAIL F/M301 FOR TYPICAL GRILLE INSTALLTION.PROVIDE AND INSTALL NEW MINI-SPLIT SYSTEM AS SPECIFIED. MOUNT INDOOR UNIT ON WALL AS HIGH AS POSSIBLE. LOCATE CONTROLLER ON WALL NEAR DOORWAY. EXTEND REFRIGERANT PIPING THRU EXISTING WALL AND RISE UP IN CE/CM TOOL ROOM TO ROOF LEVEL. MOUNT OUTDOOR UNIT ON ROOF WITH PYRAMID TYPE SUPPORTS. KEEP UNIT AT LEAST 6" ABOVE ROOF LEVEL. CONNECT REFRIGERANT LINES TO OUTDOORS UNIT. REFER TO PIPING DIAGRAM K/M301 FOR TYPICAL CONNECTIONS.RISE REFRIGERANT PIPING UP THRU ROOF WITH 4" DIAMETER GOOSENECK PIPE. CONNECT REFRIGERANT LINES TO OUTDOOR UNIT OF MINI-SPLIT SYSTEM. REFER TO DETAIL N/M301 FOR TYPICAL REFRIGERANT PIPE PENETRATION THRU ROOF. RUN 3/4" DRAIN LINE THRU WALL AND DROP DOWN TO EXISTING FLOOR DRAIN.EXISTING FINTUBE HEATERS TO REMAIN. LEAVE ZONE PIPING SHUT-OFF. NO WORK REQUIRED.PROVIDE AND INSTALL NEW STEAM FIRED UNIT HEATER. MOUNT AS HIGH AS POSSIBLE AND CONNECT TO NEW STEAM SYSTEM PIPING. REFER TO DETAIL D/M301 FOR TYPICAL STEAM AND CONDENSATE PIPING CONNECTIONS.DROP 14x14 EXHAUST AIR DUCT THRU ROOF AND TRANSITION AS REQUIRED TO CONNECT TO 18x18 GRILLE. MOUNT GRILLE AT 6" BELOW ROOF DECK.PROVIDE 24" x 24" x 24" CONCRETE VAULT IN GROUND FOR SNOWMELT MANIFOLDS AND/OR ZONE VALVES. REFER TO DETAILS ON SHEET M302 FOR TYPICAL MANIFOLD PIPING AND VALVES.EXTEND EXISTING 12x6 SUPPLY AIR DUCT THRU WALL AS HIGH AS POSSBILE. CONNECT TO EXISTING DIFFUSERS AS SHOWN. REFER TO ARCHITECTURAL PLANS FOR CUTTING AND PATCHING EXISTING WALLS.PROVIDE AND INSTALL NEW CONDENSATE RETURN PUMP AS SPECIFIED. RISE DISCHARGE LINE UP INTO JOIST SPACE OF AUTO SHOP AND RUN BACK TO MEZZANINE MECHANICAL ROOM AS SHOWN. REFER TO DETAIL G/M302 FOR TYPICAL CONDENSATE PUMP PIPING.PROVIDE AND INSTALL NEW ROOF MOUNTED COOLING UNIT. MOUNT ON NEW ROOF CURB. UNIT TO BE COMPLETE WITH ECONOMIZER INLET HOOD AND STEP-DOWN CONCENTRIC DIFFUSER BELOW CEILING. CONNECT DIFFUSER WITH 18" DIAMETER SUPPLY AND RETURN DUCTS AS RECOMMENDED BY MANUFACTURER.PROVIDE AND INSTALL 36"x60"x30-1/2" PENTHOUSE ON ROOF. MOUNT ON NEW ROOF CURB. PROVIDE MOTORIZED DAMPER IN DUCT AT BOTTOM OF ROOF AND INTERLOCK WITH EF-4, EF-5, EF-6, AND EF-7 TO OPEN WHEN ANY FAN IS IN OPERATION.PROVIDE AND INSTALL NEW HUMIDIFIER ON WALL COMPLETE WITH MIST SPRAY HEADS. SYSTEM TO MAINTAIN 95% HUMIDITY IN ROOM.FUME HOOD PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. MECHANICAL CONTRACTOR CONNECT 10" ROUND DUCT TO HOOD AND RISE UP TO CONNECT TO ROOF MOUNTED EXHAUST FAN.23456789101112131415171819202122232416252627282930313233341M101MECHANICAL FLOOR PLAN1/16" = 1'-0" 12345CD3337315331361213191498REMOVE ALL DOWNSTREAM WATER AND STEAM PIPING.299EXISTING 4" OVERFLOWREMOVE EXISTING DOMESTIC WATER LINES. (SEE SHEET PD100.)233101234943443443ABOVEBELOW3911523TS43323129444924256981REMOVE ALL DOWNSTREAM WATER AND STEAM PIPING.362222282824REFER TO SHEET PD100 FOR CONTINUIATION.3112121SEE SHEET MD100 FOR CONTINUATION.SEE SHEET MD100 FOR CONTINUATION.REROUTE EXISTING 5" STEAM LINE AROUND NEW SKY LITE. SEE UPPER LEVEL MECHANICAL PLAN (THIS SHEET).1622356CD1112441942120202020202030202121212220201114444444444999993/4" HW3/4" HW997TYPICAL SKYLITE442" STEAM1 1/4" CR1" CW1 1/4" AAC-121111WB-1211 1/4" A1 1/2" CW3/4" HW2" CR3 1/2" STEAM2" V11111121HB-1WB-1ES-12221AC-1HB-1AC-1272727272" STEAM1/2" A1 1/4" CW1 1/4" A1" CW3/4" HW1 1/4" CR3 1/2" STEAM2" V1" A262AC-1FC1ABELOW1719171621DISCONNECT AND REMOVE EXISTING HUMIDIFIER AND ASSOCIATED PIPING.DISCONNECT AND REMOVE EXISTING HUMIDIFIER AND ASSOCIATED PIPING.22EXISTING ELECTRICAL EQUIPMENT, VFD DRIVES, AND CONTROL PANELS TO REMAIN UNLESS NOTED OTHERWISE.EXISTING ELECTRICAL EQUIPMENT AND PANELS. REFER TO ELECTRICAL DRAWINGS.MECH202CE/CM STORAGEMEZZANINE2032121SR-2200SR-2200SR-2200SR-2200HDHD2929292914"ø SA10"ø SA10"ø SA10"ø SAHD1717FC2ABELOW17FC3ABELOW17RE-ROUTE EXISTING 5" STEAM LINE AS SHOWN FOR NEW SKYLITE.NEW 5" SS11NEW DUCTWORK AS HIGH AS POSSIBLENEW DUCTWORK AS HIGH AS POSSIBLE2322323191919181 1/2" HWS1 1/2" HWRSEE SHEET M101 FOR CONTINUATION OF HOT WATER LINES AND PUMPED CONDENSATE PIPING THRU ROOF JOISTS.CONNECT PUMPED LINE TO GRAVITY CONDENSATE RETURN LINE.1 1/4" A31CP310/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005M102MEZZANINEMECHANICALFLOOR PLAN20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments1/8" = 1'-0"M1021UPPER LEVEL MECH DEMOLITION PLAN1/4" = 1'-0"M1022UPPER LEVEL MECH PLANPLAN NOTES:1REFER TO SHEET M101 FOR CONTINUATION OF EXISTING DUCTWORK AND/OR STEAM PIPING.REFER TO SHEET P101 FOR CONTINUATION OF EXISTING AND/OR NEW WATER AND VENT PIPING.DISCONNECT AND REMOVE EXISTING DUCTWORK AS INDICATED. SEAL ENDS OF DUCTWORK TO REMAIN. REFER TO SHEET M101 FOR NEW DUCTWORK TO BE INSTALLED AND CONNECTED TO EXISTING DUCTWORK AND/OR EXISTING FAN COIL UNITS IN MEZZANINE MECHANICAL ROOM.EXISTING MAIN SUPPLY AIR TRUNK DUCTWORK IN CEILING SPACE TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATION OF EXISTING DUCTWORK. REFER TO SHEET M101 FOR NEW BRANCH DUCTS TO BE CONNECTED TO EXISTING TRUNK DUCTS.REMOVE EXISTING WALL MOUNTED THERMOSTAT OR SENSOR. REMOVE EXISTING CONTROL WIRING AND CONDUIT BACK TO EXISTING CONTROL PANEL.DISCONNECT AND RETAIN EXISTING STEAM UNIT HEATER. REMOVE ALL EXISTING PIPING AS SHOWN. REFER TO SHEET M101 FOR NEW LOCATIONS AND PIPING TO RELOCATED UNIT HEATERS.DISCONNECT AND REMOVE EXISTING STEAM UNIT HEATER, FINTUBE HEATER AND/OR STEAM COIL IN DUCT AND ALL ASSOCIATED PIPING, AND SUPPORTS. FIELD VERIFY EXACT LOCATIONS, SIZES AND PIPING CONFIGURATIONS. CAP EXISTING PIPING AT MAIN LINES.DISCONNECT AND REMOVE EXISTING STEAM AND CONDENSATE RETURN LINES TO EXISTING EQUIPMENT AT THIS POINT. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING STEAM SYSTEM PIPING. REFER TO SHEET MD100 FOR REMOVAL OF ALL DOWNSTREAM STEAM SYSTEM PIPING.EXISTING STEAM AND CONDENSATE RETURN PIPING NEAR ROOF TO REMAIN UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATION OF PIPING AND PROTECT DURING CONSTRUCTION.EXISTING STEAM AND CONDENSATE RETURN LINES RISING UP FROM BELOW FLOOR ARE TO REMAIN. PROTECT EXISTING PIPING DURING CONSTRUCTION. EXISTING STEAM VENT THRU ROOF TO REMAIN. EXISTING STEAM AND CONDENSATE RETURN PIPING NEAR ROOF TO REMAIN UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATION OF PIPING AND PROTECT DURING CONSTRUCTION.CONNECT NEW STEAM SUPPLY AND CONDENSATE RETURN PIPING TO EXISTING MAIN LINES. EXTEND NEW PIPING THRU NEW AUTOMOTIVE SHOP AS SHOWN AND CONNECT TO RELOCATED UNIT HEATERS. (REFER TO SHEET M101.) KEEP ALL PIPING AS HIGH AS POSSIBLE AND SUPPORT FROM ROOF STRUCTURE.ALL EXISTING EXPOSED SNOW MELT SYSTEM PIPING INSIDE BUILDING IN WAREHOUSE AND ON MEZZANINE TO BE REMOVED. FILED VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING.DISCONNECT AND REMOVE EXISTING SNOW MELT CIRCULATION PUMP, AIR SEPRATOR, COMPRESSION TANK, CONTROLS, ETC. ON MEZZANINE LEVEL. ALL SNOW MELT PIPING TO BE REMOVED. ALL STEAM PIPING ASSOCIATED WITH SNOW MELT SYSTEM TO BE REMOVED AND CAPPED AT MAIN LINES. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND PROVIDE PIPE FITTINGS AS REQUIRED.DISCONNECT AND RETAIN EXISTING SHELL AND TUBE HEAT EXCHANGER AND TANK STAND. HEAT EXCHANGER AND STAND TO BE RELOCATED TO BASEMENT LEVEL. REFER TO FOUNDATION PLAN (SHEET P100) AND TO LARGE SCALE BASEMENT PLAN (SHEET M201) FOR NEW LOCATION OF EXISTING EQUIPMENT.DISCONNECT AND RETAIN EXISTING GLYCOL TANK AND PUMP, AND (2) EXPANSION TANKS. GLYCOL TANK AND PUMP AND EXPANSION TANKS TO BE RELOCATED TO BASEMENT LEVEL. REFER TO FOUNDATION PLAN (SHEET P100) AND TO LARGE SCALE BASEMENT PLAN (SHEET M201) FOR NEW LOCATION OF EXISTING EQUIPMENT.DISCONNECT AND REMOVE EXISTING 8" ROUND DUCT THRU ROOF. EXISTING HOLE THRU ROOF MAY BE UTILIZED FOR NEW REFRIGERANT PIPING. REFER TO SHEET M101 FOR NEW SPLIT SYSTEM AND REFRIGERANT PIPING BEING INSTALLED AND TO DETAIL N/M301 FOR TYPICAL PIPING THRU ROOF.PROVIDE AND INSTALL NEW MINI-SPLIT SYSTEM AS SPECIFIED. MOUNT INDOOR UNIT ON WALL AS HIGH AS POSSIBLE IN ROOM ON MAIN LEVEL. LOCATE CONTROLLER ON WALL NEAR DOORWAY. EXTEND REFRIGERANT PIPING THRU EXISTING MEZZANINE FLOOR AND RUN JUST ABOVE FLOOR TO ROOF PENETRATION. MOUNT OUTDOOR UNIT ON ROOF WITH PYRAMID TYPE SUPPORTS. KEEP UNIT AT LEAST 6" ABOVE ROOF LEVEL. CONNECT REFRIGERANT LINES TO OUTDOORS UNIT. REFER TO PIPING DIAGRAM K/M301 FOR TYPICAL CONNECTIONS.RISE REFRIGERANT PIPING UP THRU ROOF WITH 4" DIAMETER GOOSENECK PIPE. CONNECT REFRIGERANT LINES TO OUTDOOR UNIT OF MINI-SPLIT SYSTEM. REFER TO DETAIL N.M301 FOR TYPICAL REFRIGERANT PIPE PENETRATION THRU ROOF. RUN 3/4" DRAIN LINE THRU WALL AND DROP DOWN TO EXISTING FLOOR DRAIN.MINI SPLIT FAN COIL SYSTEM SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR. PLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT 3/4" CONDENSATE DRAIN LINE TO INDOOR UNIT AND RUN TO NEAREST FLOOR DRAIN. COORDINATE DRAIN PIPING WITH OTHER PIPING AND SECURE TO EXISTING WALL. PIPING NOT TO INTERFER WITH MEZZANINE ACCESS DOORS.DISCONNECT EXISTING FAN COIL UNITS FROM DUCTWORK AND PIPING AS REQUIRED TO TEMPORARILY REMOVE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED. RE-INSTALL ALL EXISTING UNITS AND RECONNECT TO EXISTING DUCTWORK AND PIPING AFTER FLOOR SEALANT HAS BEEN INSTALLED.ALL EXISTING PIPING, EQUIPMENT, AND DUCTWORK ON FLOOR OF MEZZANINE MECHANICAL ROOM TO BE REMOVED FOR NEW FLOOR SEALANT AND THEN RE-INSTALLED. THIS TO INCLUDE (BUT NOT LIMITED TO) ALL FAN COIL UNITS, HEAT EXCHANGER AND PUMPS, WATER HEATERS AND STORAGE TANKS, STEAM SYSTEM PIPING, DOMESTIC WATER PIPING SYSTEM, WATER SOFTENERS, ETC. CONTRACTOR TO FIELD VERY EXISTING CONDITIONS AND THE EXTEND OF WORK REQUIRED.EXISTING ROOF DRAIN AND PIPING DOWN WALL TO REMAIN. PIPING TO BE PROTECTED DURING CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR ANY CHASE WALLS AROUND PIPING. PROVIDE CLEANOUT EXTENSION AS REQUIRED FOR ANY NEW WALLS AROUND EXISTING PIPING.EXISTING WATER LINE(S) TO REMAIN. PROTECT PIPING DURING CONSTRUCTION AND MAINTAIN CONNECT TO EXISTING PRESSURE REGULATOR LOCATED IN MEZZANINE MECHANICAL ROOM. REFER TO SHEET P101 FOR NEW FIXTURES TO BE CONNECTED TO EXISTING COLD WATER PIPING.EXISTING COMPRESSED AIR PIPING NEAR ROOF AND DOWN WALLS TO BE REMOVED. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. REFER TO SHEET PD100.EXISTING AIR COMPRESSOR BELOW STAIRS TO BE DISCONNECTED AND RELOCATED TO NEW COMPRESSOR ROOM. SEE SHEET P101.EXISTING COMPRESSED AIR PIPING NEAR ROOF TO REMAIN. PROTECT EXISTING PIPING DURING CONSTRUCTION.RUN WATER AND AIR PIPING ALONG WALL IN AUTOMOTIVE SHOP. REFER TO SHEET P101 FOR PLACEMENT OF PIPING AND FOR FIXTURES TO BE INSTALLED.DISCONNECT AND REMOVE EXISTING EXTERIOR HOSE BIBB AND PIPING IN WALL AND IN MEZZANINE MECHANICAL ROOM.MOUNT REGISTER IN BOTTOM OF DUCT. BALANCE EXTRACTION DAMPER TO CFM AS INDICATED. REFER TO DETAIL F/M301 FOR TYPICAL 'IN-DUCT' GRILLE INSTALLATION.DISCONNECT EXISTING FAN COIL UNITS FROM DUCTWORK AND PIPING AS REQUIRED TO TEMPORARILY REMOVE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED. RE-INSTALL EXISTING UNIT AND SECURE TO FLOOR. UNIT TO REMAIN DISCONNECTED FROM DUCTWORK AND PIPING FOR FUTURE USE.RUN 1-1/2" HWS AND HWR LINE FROM AIR HANDLER IN AUTOMOTVIE SHOP BACK TO MEZZANINE MECHANICAL ROOM. CONNECT NEW 1-1/2" PIPING TO EXISTING HOT WATER SUPPLY AND RETURN LINE RESPECTIVELY WHICH ARE FEEDING THE EXISTING FAN COIL UNITS. EACH NEW PIPING CONNECTION TO HAVE SHUT-OFF VALVE AND UNION FITTING. FIELD VERIFY ACTUAL PIPING SIZE NEAR EXISTING HEAT EXCHANGER AND CONNECT NEW PIPING TO EXISTING PIPING OF EQUAL OR LARGER PIPE SIZE. REFER TO PIPING DIAGRAM H/M302 FOR NEW IN-LINE PUMP AND TYPICAL CONNECTIONS TO HEAT COIL LOCATED IN AIR HANDLING UNIT.2345678910111213141516171819202122232425262728293031 BAUTO SHOP FLOOR25'-0" x 4" DIAMETER VEHICLE EXHAUST HOSE COMPLETE WITH EXHAUST ADAPTOR ON END. REFER TO DETAIL L/M301EF5PROVIDE VFD ON EXHAUST FAN MOTOR AND CONTROL WITH MANUAL OVER-RIDE SWITCH ON WALL AND WITH AIR FLOW SENSOR IN DUCT.PROVIDE AND INSTALL SPRING LOADED VEHICLE EXHAUST HOSE REEL WITH 25'-0" x 4" DIA HOSE, HOSE STOP, AND PULL KIT WITH CLAMP. REFER TO DETAIL L/M301.DROP 14" ROUND DUCT DOWN THRU ROOF. CONNECT (2) 8" ROUND DUCTS FROM CAR EXHAUST SYSTEM TO 14" DUCT.PROVIDE AND INSTALL NEW ROOF MOUNTED (VENT SET) EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB.(ALL CAR EXHAUST SYSTEMS SIMILAR)ROOFSKYLITE8" ROUND DUCT TO ADDITIONAL HOSE REELS. (TYPICAL OF BOTH SIDE.) REFER TO FLOOR PLAN ON SHEET M101.6"ø EAAUTOMOTIVE SHOP13873M201AUTOMOTIVE SHOP138AH1RG-3EXISTING ROOF DRAIN PIPING IN JOIST SPACE TO REMAINROOF18"x16" RA16"x18" SAIN WALL BEYOND1-1/4" COMPRESSED AIR LINE AND 1/2" COLD WATER LINE ALONG WALL AT 8'-0" ABOVE FLOOR. SEE SHEET P101AC-1HB-11/2" A3/4" CWPLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT 1" DRAIN LINE TO DX COOLING COIL AND DRAIN PAN BELOW UNIT. RUN 1" DRAIN LINE THRU EXTERIOR WALL AND TERMINATE WITH 45 DEGREE ELBOW. DRAIN LINE TO BE LOCATED ABOVE LOWER ROOF AND BE AT LEAST 4" AWAY FROM WALL.DROP 3/4" COLD WATER LINE DOWN WALL AND CONNECT TO HOSE BIBB. INTERIOR HOSE BIBBS TO BE AT 36" ABOVE FLOOR. REFER TO DETAIL F/P301 FOR TYPICAL INSTALLATION.RUN NEW COMPRESSED AIR AND COLD WATER PIPING AT 8'-0" ABOVE FLOOR. COORDINATE PIPING WITH OTHER PIPING, ELECTRICAL CONDUITS AND BUILDING STRUCTURE.PROVIDE NEW HOSE REEL AS SPECIFIED. MOUNT TO WALL AT 48" ABOVE FLOOR. CONNECT TO MAIN AIR PIPING WITH NEW SHUT-OFF VALVE. REFER TO DETAIL F/P301 FOR TYPICAL PIPING CONNECTIONS.3/4" A3/4" COMPRESSED AIR LINE TO ENGINES LAB. REFER TO SHEET P101.INDOOR AIR HANDLER SUPPLIED AND INSTALLED BY MECHAINCAL CONTRACTOR. SUPPORT NEW UNIT FROM ROOF STRUCTURE. DROP 18x16 SUPPLY AND RETURN DUCTS DOWN AND EXTEND THRU WALL BELOW LOWER ROOF LEVEL. PROVIDE SHEET METAL DRAIN PAN BELOW UNIT.10" ROUND OUTSIDE AIR DUCT UP THRU ROOF. PROVIDE WEATHER CAP.PROVIDE MOTORIZED DAMPER AND MANUAL BALANCING DAMPER IN DUCT. BALANCE TO 400 MAXIMUM CFM FLOW.CU1A2M2014" ROOF DRAIN PIPING AS HIGH AS POSSIBLE.4" OVERFLOW DRAIN PIPING AS HIGH AS POSSIBLE.AC-3AC-33/4" A1/2" A1/2" ARD-1OF-1&PROVIDE NEW HOSE REEL AS SPECIFIED. MOUNT TO ROOF STRUCTURE ABOVE NEW WORK STATION. REFER TO DETAIL F/P301 FOR TYPICAL PIPING CONNECTIONS.PROVIDE NEW AIR HOSE REEL ON WALL AT 48" ABOVE FLOOR. RISE 1/2" AIR LINE UP AND CONNECT TO MAIN LINE WITH SHUT-OFF VALVE. REFER TO DETAIL F/P301 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.RUN NEW COMPRESSED AIR AND COLD WATER PIPING AT 8'-0" ABOVE FLOOR. COORDINATE PIPING WITH OTHER PIPING, ELECTRICAL CONDUITS AND BUILDING STRUCTURE.FLOORPLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT 1" DRAIN LINE TO DX COOLING COIL AND DRAIN PAN BELOW UNIT. RUN 1" DRAIN LINE THRU EXTERIOR WALL AND TERMINATE WITH 45 DEGREE ELBOW. DRAIN LINE TO BE LOCATED ABOVE LOWER ROOF AND BE AT LEAST 4" AWAY FROM WALL.INDOOR AIR HANDLER SUPPLIED AND INSTALLED BY MECHAINCAL CONTRACTOR. SUPPORT NEW UNIT FROM ROOF STRUCTURE. DROP 18x16 SUPPLY AND RETURN DUCTS DOWN AND EXTEND THRU WALL BELOW LOWER ROOF LEVEL. PROVIDE SHEET METAL DRAIN PAN BELOW UNIT.RG-31 1/2" CR2" STEAMROOFROOF16"x18" RAEF10ER-210" ROUND OUTSIDE AIR DUCT UP THRU ROOF. PROVIDE WEATHER CAP.PROVIDE MOTORIZED DAMPER AND MANUAL BALANCING DAMPER IN DUCT. BALANCE TO 400 MAXIMUM CFM FLOW.CU1MOUNT ON ROOF CURB. DROP REFRIGERANT PIPING DOWN THRU ROOF IN 4" DIAMETER PIPE WITH GOOSENECK. REFER TO DETAIL N/M301 FOR TYPICAL PIPING PENETRATION THRU ROOF.AC-3WB-13/4" HW IN WALL3/4" CW IN WALL2" VENT IN WALLFLOORDO NOT INSTALL PIPING IN FRONT OF WINDOWS.3/4" CW3/4" HW2 1/2" CR3 1/2" STEAM3/4" HW1 1/4" A1" CW3/4" HW1 1/4" CRRELOCATED (EXISTING) STEAM FIRED UNIT HEATER. MOUNT AS HIGH AS POSSIBLE. CONNECT TO NEW STEAM SUPPLY LINE WITH AUTOMATIC VALVE AND STRAINER. CONNECT TO NEW CONDENSATE RETURN LINE WITH NEW SHUT-OFF VALVE, F&T TRAP. SEE DETAIL D/M301 FOR TYPICAL PIPING CONNECTIONS.2" STEAM1/2" AROOFMOUNT COMPRESSED AIR HOSE REEL OVER WORK BENCH AT 10'-0" ABOVE FLOOR. SUPPORT FROM ROOF STRUCTURE.AUTOMOTIVE SHOP1381DEXISTING CONDENSATE RETURN PUMP AND TANK TO REMAIN. PROTIECT DURING CONSTRUCTION AND MAINTAIN EXISTING PIPING CONNECTIONS.RUN NEW 1-1/4" CONDENSATE RETURN LINE FROM RELOCATED HEAT EXCHANGE AND CONNECT TO EXISTING CONDENSATE PUMP.EXISTING PANELS TO REMAIN. MAINTAIN CLEARANCE IN FRONT OF PANEL AS REQUIRED BY CODE.EXISTING 2-1/2" PUMPED CONDENSATE RETURN LINEEXISTING 3" CONDENSATE RETURN LINE FROM SYSTEM.ALL EXISTING PIPING IN TUNNEL TO REMAIN. COORDIANTE WITH NEW PIPING.RUN NEW 2" STEAM LINE THRU EXISTING TUNNEL AND CONNECT TO NEAREST EXISTING STEAM PIPING OF EQUAL OR LARGE SIZE. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATION OF EXISTING PIPING.RELOCATE EXISTING GLYCOL FEED TANK AND PUMP FROM MEZZANINE. RECONNECT TO RELOCATED HEAT EXCHANGER.EXISTING PANELS TO REMAIN. MAINTAIN CLEARANCE IN FRONT OF PANEL AS REQUIRED BY CODE.RUN NEW 1-1/4" SNOW MELT PIPING THRU EXISTING TUNNEL. REFER TO FOUNDATION PLAN - SHEET P100 FOR CONTINUATION.1-1/4" F&T TRAP ON CONDENSATE LINE BELOW EXCHANGERMAINTAIN ACCESS BELOW RELOCATED HEAT EXCHANGER TO FIBER OPTIC CABLING THRU FLOOR.CP1EXISTING SHELL AND TUBE HEAT EXCHANGER AND METAL STAND RELOCATED FROM MEZZANINE. (SEE SHEET M102.) INTALL IN BASEMENT MECHANICAL ROOM AND CONNECT TO STEAM SYSTEM PIPING AND TO NEW SNOW MELT PIPING SYSTEM. REFER TO DETAILS D/M302 AND F/M302 FOR TYPICAL PIPING CONNECTIONS.EXISTING (DISCONNECTED) EXHAUST FAN TO REMAIN.2" W3/4" CWPROVIDE BACK-FLOW PREVENTION DEVICE ON 3/4" COLD WATER LINE. CONNECT TO RELOCATED GLYCOL FEEN SYSTEM AND RELOCATED EXPANSION TANKS. REFER TO PIPING DIAGRAM F/M302.EXISTING EXPANSION TANK RELOCATED FROM MEZZANINE. (SEE SHEET M102.). MOUNT ON BASEMENT FLOOR AND CONNECT TO NEW SNOW MELT SYSTEM AS SHOWN IN PIPING DIAGRAM F/M302.10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005M201MECHANICALSECTIONS20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments1/4" = 1'-0"M2011MECHANICAL SECTION 11/4" = 1'-0"M2012MECHANICAL SECTION 21/4" = 1'-0"M2013MECHANICAL SECTION 31/4" = 1'-0"M2014MECHANICAL SECTION 41/2" = 1'-0"M2015BASEMENT MECHANICAL ROOM REFRIGERANT PIPINGTO DX COOLING COILREFRIGERANT PIPINGTO CONDENSING UNITSCHEDULE 40 CPVCVENT THRU ROOF WITHGOOSENECK.ROUTE EXISTINGPIPING UP THRUEXISTING ROOFMOUNT UNIT ONPYRAMID SUPPORTSPRE-CHARGE LINE SETS AREAVAILABLE IN LENGTHS OF 16, 20, 32AND 49 FEET. LENGTHS ARE TO BEKEPT AS SHORT AS POSSIBLE. COILINGOF LINES THAT ARE TOO LONG WILLNOT BE ACCEPTABLE AND WILL BEREPLACED AT CONTRACTOR'SEXPENSE.GRILLESUPPLYFLOOR6"CUT EXISTING CONCRETE FLOOR ASREQUIRED TO LOCATE EXISTINGDUCT AND INSTALL NEW BOOT.EXISTING DUCT BELOW FLOORANGLE NEW BOOT AS REQUIREDTO CONNECT TO EXISTING DUCT.SEAL DUCT CONNECTIONWATER TIGHT AND FASTENWITH SHEET METAL SCREW.DUCT IN WALL CAVITYTO BE UN-LINEDNEW WALL14"26"27"33-1/2"33"6" D4" D FLEXIBLE HOSE FURNISHED ANDINSTALLED BY MECHANICAL CONTRACTOR.SPECIFICATIONS:MODEL: HRA400L WITH 35' HOSE CAPACITY.DRUM: REINFORCED 14 GA. GALVANIZED STEEL.DRUM SIDE PLATE: REINFORCED 16 GA. GALVANIZED STEEL.FRAME BRACKETS: POWDER COATED 12 GA. GALVANIZED ANGULAR STEEL.FRAME SIDE PLATE: DOUBLE REINFORCES 12 GA. GALVANIZED STEEL.BEARINGS: SLEEVE BEARINGS.SPRING ASSEMBLY: TWO FULLY ENCLOSED HEAVY DUTY CARBON SPRING. LOCKING LATCH MECHANISM.FOUR 1/2" DIAMETER MOUNTING HOLES, 14" x 40-1/4" RECTANGULAR PATTERN.42-1/2"40-1/4"HOSE STOP BARHOSE GUIDESPRING PACK4" D INLET20"18"RUN 3/4" CONDENSATEDRAIN LINE TO NEARESTFLOOR SINK. SEE FLOORPLANSMOUNT CONDENSINGUNIT ON ROOFMCEILING DIFFUSER INSTALLATION DETAILMREGRIGERANT PIPING THRU CEILING DETAILNMAKE-UP AIR PENTHOUSE WITH BY-PASS DAMPER DETAILODUCT CONSTRUCTION AND HANGER DETAILSJREFRIGERANT PIPING DIAGRAMKCAR EXHAUST HOSE REEL DETAILLFLEXIBLE DUCT SUPPORT DETAILEIN-DUCT REGISTER DETAILFWALL MOUNTED RETURN AIR GIRLLEHCEILING EXHAUST FAN DETAILAROOF MOUNTED EXHAUST FAN DETAILBSTEAM UNIT HEATER AND TRAP DETAILDFLOOR GRILLE INSTALLATION DETAILGREFRIGERANT PIPING DIAGRAMCNO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALEEXHAUST DUCT(SEE PLAN FOR SIZE)CEILING GRILLECEILINGEXHAUST FANFAN ASSEMBLYCABINETINSULATEDROOFINSTALL UNDER ROOFMEMBRANE AND SEALWATERTIGHTBACK-DRAFTDAMPERROOF CAP(FLAT ROOF)ROOF CURB WHERE REQUIREDBY ROOF MANUFACTURER2' - 0" M AXIM UM FOOT OF SUPPORTSPACING.MAX. SAG 1/2" PERBAND CLAMP1"x18 GAGEPOWER EXHAUSTERBIRD SCREENSECURE & CAULKTO CURBROOFINGBACKDRAFT DAMPEREXHAUST DUCT UP FROMBELOW, SIZE AS SHOWNON PLANSFACTORY CURB TOMATCH ROOF SLOPEWIDTH OF REGISTERCLREINFORCINGMENDEDGAGE2426DRIVERECOM-SLIP19 - 3013 - 18UP THRU 12LONGESTINCHESSIDE,DIMENSIONNONE REQUIRED26NONE REQUIRED1"x1"x1/8" @ 60 IN2424(ALLFOURSIDES)OFGAGEMETALSHEETBETWEENINTERMEDIATEREINFORCINGJOINTS &/ORTRANSVERSEANGLE SIZESPACINGLONGITUDINALAND MAXIMUM2"2"26MAX.12" OC2424-S SLIPRECOM-MENDEDGAGEHEMMED1"TRANSVERSE REINFORCING (1)MINIMUM AT JOINTS(1) TRANSVERSE REINFORCING SIZE IS DETERMINED BYDIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.GRIP NAILS SHALL BE INSTALLEDBY GRIPNAIL AIR HAMMER OR BYAUTOMATIC FASTENER EQUIP.METAL FASTENERS - OMARK INSULPINS,DURO DYNE FASTENERS OR GRIPNAILS.STRAPS TO BETIGHT AGAINSTDUCTWORKHANG DUCTS UP TO 30"WIDTH WITH 1" x 18 GAGESTRAPS AT 10'-0"MAXIMUM SPACING.SELF-TAPPING CADMIUMPLATED HEX HEAD SHEETMETAL SCREWNO POP RIVETS ALLOWEDHANGER STRAPSSHEET METAL DUCTNOT MORE THAN 2"FROM EDGE OF LINERALL ENDS OF LINER TO BECOATED WITH ADHESIVE.SEE SPECIFICATIONS.1" THICK DUCTLINERTOP AND BOTTOMSECTION OF LINERSHALL OVERLAPTHE SIDESENDS OF LINER SHALL BEBUTTED FIRMLY TOGETHERLINER TO BE ADHERED TODUCT W/100% ADHESIVESEE SPECIFICATIONS.DUCTSUPPORT1" ACOUSTICAL DUCTLINER ON INTERIOROF DUCT.24" MAX TOFIRST SUPPORTRIGID SPIN-IN FITTINGHAND DAMPERHANDLEROUND RIGID DUCT.WING NUTRECTANGULARSUPPLY DUCTGLUE FLEX DUCT TO FITTING,CLAMP DOWN WITH STRAP ANDSCREW SOLID TO RIGID FITTINGATTACH TO RIGID DUCTWITH DRAW BANDOPPOSED BLADEDAMPER WHERESPECIFIEDLAY-IN DIFFUSERLAY-IN CEILINGROUND TOSQUARETRANSITIONGLUE FLEX DUCT TOADAPTER & CLAMPDOWN WITH STRAP.ROUND FLEXIBLE SUPPLYDUCT TO CEILING DIFFUSER8'-0" MAX. LENGTH24" MAX TOFIRST SUPPORTDUCT SUPPORTEXTERNAL DUCT INSULATIONON ALL ROUND RIGIDDUCT- WORK AND FITTINGS.FC1AFC1BNOTE:ROOFTYP. ROOF JOISTPROVIDE CONDENSATEPUMP WITH UNIT AND PIPEDRAIN LINE UP THRU ROOF.CAULKNON-HARDENINGCOLLARSTORMFLASHING4" MIN.2'-0"AND SEAL WATERTIGHTFLASH ONTO ROOFAIRRETURNFLOOR4"SECURE TOSTRUCTURE.DOUBLE DEFLECTION COREWITH ADJUSTABLE BLADESSPIRAL WOUNDDUCTWORK.SECURE SUPPLY REGISTERTO ROUND DUCTWORK WITHSHEET METAL SCREWSSPIRAL DUCT REGISTERSIMILAR TO PRICE SDGEAIR SCOOPBALANCINGDAMPERBALANCING RODSUPPORT DUCT 4' O.C.FROM STRUCTURE12" MIN.WALL MOUNT DIGITALCONTROLLERCONCEAL CONTROLWIRING IN WALL.PROVIDE SUPPORT ATROOF PENETRATIONSEAL ROOFPENETRATIONWEATHER TIGHT.MOUNT OUTDOOR UNIT ONPYRAMID SUPPORTSRISE REFRIGERANT ANDCONDENSATE PIPING UP THRUROOF. REFER TO SPLIT A/C UNITSCHEDULE FOR LINE SIZES.3/8" DIA. RODSATTACH TO OVERHEADCONSTRUCTIONHORIZONTALUNIT HEATERBALL VALVEDIRT LEGCONDENSATE RETURN LINEBALL VALVESTRAINERMOTORIZED VALVEUNIONVACUUM BREAKERLINESUPPLYSTEAMUNIONF&T TRAPF & T TRAPDIRT LEGRETURNBALL VALVESTEAM MAINSTRAINERUNIONBYPASS DAMPERSOUTSIDE AIRFACE DAMPERSMOUNT COIL BELOW ROOF JOISTS.PROVIDE DUCT TRANSITION AS REQUIREDTO CONNECT TO FACE AND BYPASSDAMPER.PRE-HEAT STEAMCOIL AS SPECIFIED.ROOFROOFINGSTORM-PROOFLOUVER BLADESBIRDSCREENLOUVEREDPENTHOUSE WITHBIRDSCREEN ANDWEATHER SHIELD.FACTORY CURB TOMATCH ROOF SLOPELEAVE DUCTOPEN TO SHOPEXPANSION VALVESEE DETAIL N/M301ROOF PENETRATIONSIGHT GLASSFILTER DRYERPIPE SUPPORT AT RISE3/4" CD TO NEAREST FLOOR SINKAIR HANDLERDX COIL10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005M301MECHANICALDETAILS20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments MM60325025012010080400°C20010015060325025012010080400°C200100150NO SCALERISE PIPING UP TO MANIFOLD REFERTO MANIFOLD DETAILTYPICAL LAYOUT OF PIPING. INSTALL AS PERMANUFACTURER'S RECOMMENDATIONS.9"9"9"9" 9" 9" 9"4-1/2"8"NOTE:REFER TO MANIFOLD SCHEDULE FORNUMBER OF LOOPS AND MAXIMUM LENGTHSFOR EACH ZONEMAXIMUM ZONE LENGTH = 300' USING 5/8" I.D.PEX-PIPING. PROVIDE NUMBER OF LOOPS ANDMANIFOLDS FOR COVERAGE IN AREAS SHOWN.CONCRETE SLAB"PEX" PIPE2" INSULATIONUNLESS NEXTTO BUILDINGSECURE PIPING TO RE-BARWITH TIE WIRE2" THICK RIGID INSULATIONBASE GRADE2" INSULATION UNLESS NEXT TOBUILDING. HOLD TOP OF INSULATIONDOWN 2" BELOW GRADE FORLANDSCAPING.RETURNSUPPLY6" SPACING ONSTAIRS FOR STAIRRAILNO SCALENO SCALENO SCALEEND CAP W/VENT GASKET3 LOOP VALVED MANIFOLD2 LOOP VALVED MANIFOLDEND CAP WITH VENT3 LOOP VALVE LESS MANIFOLDADAPTER ASSEMBLY WITH THERMOMETER PROPEX FITTING ASSEMBLY (5/8" )2 LOOP VALVE LESS MANIFOLD8-PROPEX RING9-3-5-7-6-4-2-1-89526217724321120V1-1/2"1-1/2"SYSTEMTYP. AIR VENTFLOW SWITCHCONTROLTO DDCTEMP.FLOORSENSORCIRCULATING PUMP1CPFLOOR SINK1-1/2"CONCRETE WALKWAYNOTE:SNOW MELTING SYSTEMTO BE FILLED WITH 50%ANTIFREEZE SOLUTION.USE ONLY ANTIFREEZERADIANT SNOWMELT SYSTEMMANIFOLDS5/8" PEX PIPINGTO SIDEWALK RADIANTSNOW MELT LOOPSMINIMUM BURY IS 18"BELOW FINISHED GRADEUNDERGROUND PIPING SHALL BE UPONOR PRE-INSULATEDPEX-A-PIPE SYSTEM WITH ASTM F-190 FITTINGS. AVOIDCOUPLINGS IN PIPING. PROVIDE TEE FITTINGS ONLY WHERENECESSARYRUN PIPING THRUTUNNELS TOBASEMENTMECHANICAL ROOMDIELECTRIC UNIONIF CONNECTINGDISSIMILARMETALSSNYDER POWERLOGIC CONTROLPANEL BY DIV. 26NOTE:SEE ELECTRICAL DRAWINGS FORINSTALLATION OF ELECTRICAL EQUIPMENT.NOTE:1-1/2"1-1/2"PROVIDE ELECTRICAL VAULTIN GROUND WITH METALTRAFFIC RATED COVER3 WAY MIXING VALVESNOWMELTMANIFOLDSEE E/M302TYPICALTHERMOMETER0-100 PSI PRESSUREGAUGE3/4" COLD WATER FILL LINE WITH RPVALVE. SEE DETAIL A/P301SPIROTHERM1-1/2" IN-LINEAIR SEPARATOREXISTING RELOCATEDEXTROL EXPANSION TANKALL DISTRIBUTION PIPING TOMANIFOLDS TO BE INSULATED(ABOVE OR BELOW GROUND)SEE SPECIFICATIONS.TYPICAL LOOPS. REFER SHEETM1.1 FOR MAXIMUM LENGTHSAND LOOPS FOR EACH ZONE5/8" "PEX"PIPE (TYP)EXISTINGRELOCATED GLYCOLFILL STATION WITHEXISTING PUMPNO SCALENO SCALE1 1/2"SNYDER POWER LOGICCONTROL PANEL BY DIV. 26EXISTING CONDENSATERETURN PUMPS AND RECEIVER.SYM.G.P.M.TYPEHEADH.P.CHARRPMREMARKSMANUFACTURER & MODEL NO.IN-LINE 8 15' 1/4 120/60/1 1750 SNOW MELT SYSTEMGRUNDFOS MAGNA3 32-60 FCP1EXISTING RELOCATEDSHELL AND TUBE HEATEXCHANGER. SEE DETAILD/M302 FOR TYPICALPIPING.UH2UH1UH3COND. RETURN PUMP 18 20' (2) 1/2 120/60/1 3500 CONDENSATE RETURN PUMPSHIPCO 150 LPD-30 WITH 21 GALLON RECEIVINGTANK AND DUPLEX CONTROL PANEL.CP2EXISTING 2-1/2"PUMPED CREXISTING 3" CRNO SCALETO EXISTING HEATEXCHANGER IN MEZZANINEMECHANICAL ROOMRISE TO CEILINGNO SCALETYP. AIR VENTTYPICALTHERMOMETER0-100 PSI PRESSURE GAUGE1 1/2" HWS1 1/2" HWREXISTING SHELL ANDTUBE HEAT EXCHANGERIN MEZZANINEMECHANICAL ROOMEXISTING HWRPIPING FROM FANCOIL LOOPEXISTING HWSPIPING TO FAN COILLOOPIN-LINE 4 15' 1/4 120/60/1 1750 AIR HANDLER HOT WATER COILGRUNDFOS MAGNA3 32-60 FCP3CIRCULATING PUMP3CP1 1/2"FEB SNOW MELT PIPING DETAILSD STEAM HEAT EXCHANGER & CONDENSATE PUMPATYPICAL SNOW MELT PIPING LAY-OUTCSNOW MELT MANIFOLD BOX DETAILSNOW MELT MANIFOLD DETAILSNOW MELT SYSTEM PIPING DIAGRAMCIRCULATING PUMP SCHEDULESPLIT SYSTEM A/C UNIT SCHEDULEUNIT HEATER SCHEDULEAIR HANDLING UNIT SCHEDULEGCONDENSATE RETURN PUMP PIPING DIAGRAMHHOT WATER COIL PIPING CONNECTIONSCONDENSING UNIT SCHEDULEHUMIDIFIER SCHEDULEPRICE MODEL SMD IN 24x24 LAY-IN MODULEPRICE MODEL SMD IN 24x24 LAY-IN MODULEPRICE MODEL SMD WITH BEVELED FRAMEPRICE MODEL 535PRICE MODEL LBPH25C WITH 750 FLANGED BORDERPRICE MODEL LBPH25C WITH 750 FLANGED BORDERPRICE MODEL 535L - MOUNT AT 6" ABOVE FLOORPRICE MODEL 535S - MOUNT AT 12" ABOVE FLOOREXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.EXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.EXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.EXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.EXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.EXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.EXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.EXISTING COOLING ONLY ROOF TOP UNIT TO REMAIN.FC1A600-7001208/60/1MITSUBISHI MODEL PKA-A30KA WITH WALLMOUNTED CONTROLLER AND COND. PUMP30,000REFRIG. LINESLIQUIDSUCTIONFC1B30,000 16CHARSEERBTUSYM.MCABTUCFMSYM.OUTDOOR UNITINDOOR UNIT208/60/1CHARMITSUBISHI MODEL PUY-A30NHA3WITH LOW AMBIENT 'HARD-START' KITMANUFACTURER3/8" 5/8"25MCAFC2A600-7001208/60/1MITSUBISHI MODEL PKA-A30KA WITH WALLMOUNTED CONTROLLER AND COND. PUMP30,000FC2B30,000 16208/60/1MITSUBISHI MODEL PUY-A30NHA3WITH LOW AMBIENT 'HARD-START' KIT3/8" 5/8"25FC3A600-7001208/60/1MITSUBISHI MODEL PKA-A30KA WITH WALLMOUNTED CONTROLLER AND COND. PUMP30,000FC3B30,000 16208/60/1MITSUBISHI MODEL PUY-A30NHA3WITH LOW AMBIENT 'HARD-START' KIT3/8" 5/8"25CARRIER MODEL 48FC-A04. MOUNT ON ROOFCURB. NO HEAT REQUIRED. (14.0 SEER)PRICE MODEL LG100-A-STL-B12PRICE MODEL SDGE IN 10" ROUND DUCT WITH EXTRACTION DAMPERPRICE MODEL SDGE IN 10" ROUND DUCT WITH EXTRACTION DAMPERPRICE MODEL SMD IN 24x24 LAY-IN MODULEPRICE MODEL 535S - MOUNT AT 11'-0" ABOVE FLOORPRICE MODEL 535LPENNBARRY MODEL PH WITH MOTORIZEDDAMPER. INTERLOCK WITH EF-4, EF-5, EF-6 ANDEF-7.WALL MTDHUMIDISTATEXHAUST FAN SCHEDULEGRILLE AND REGISTER SCHEDULEROOF TOP HEATING & AIR CONDITIONING UNIT SCHEDULES.P.E.1EFSYM.TYPEROOF MOUNTEDC.F.M.CONTROLCHAR.WATTSR.P.M.WALL SWITCHREMARKSTHROWCD-1SYM.12 x 12SIZEBRANCHCONSTR.200-400CFMSTEELFINISHWHITE 10" Dia.DUCTNOF.D.NOO.B.REMARKSWEIGHTRT1800#SYM.EAT75°FCOOLINGMCA28.0H.P.---BLOWEREXISTINGCHARHEATINGBTU OUTBTU IN--- ---LAT MBHEAT--- --- 60LAT55°FREMARKSCFM1940GASCONN---SP---E2EF3EF4EF5EF6EFCD-2CD-3CD-4RG-1RG-2FG-1FG-2ER-1RT2RT3RT4RT5RT6RT7RT89 x 9 50-199 STEEL WHITE 8" Dia. NO NO12 x 12STEEL WHITE NO NO9 x 9 50-199 STEEL WHITE 8" Dia. NO NO12 x 12 50-400 STEEL WHITE 12 x 8 NO NO---12 x 6 50-200 ALUM ANODIZED 12 x 6 BOOT NO NO---18 x 6 201-300 ALUM ANODIZED 18 x 6 BOOT NO NO---12 x 6 50-150 STEEL WHITE 12 x 3 NO NO---ROOF MOUNTED800 1/4 HP.25" 120/60/1 900 TIME CLOCKTWIN CITY MODEL 100C BCRD WITH BACK-DRAFTDAMPER. MOUNT ON ROOF CURBROOF MOUNTED800 1/4 HP.25" 120/60/1 900 WALL SWITCHTWIN CITY MODEL 100C BCRD WITH BACK-DRAFTDAMPER. MOUNT ON ROOF CURB18 x 20 800 STEEL WHITE 18 x 20 NO NO---800#75°F28.0--- EXISTING--- --- --- --- 60 55°F1940------800#75°F28.0--- EXISTING--- --- --- --- 60 55°F1940------800#75°F28.0--- EXISTING--- --- --- --- 60 55°F1940------800#75°F28.0--- EXISTING--- --- --- --- 60 55°F1940------800#75°F28.0--- EXISTING--- --- --- --- 60 55°F1940------500#75°F20.0--- EXISTING--- --- --- --- 36 55°F1200------2200#75°F99.0--- EXISTING--- --- --- --- 210 55°F7200------VENT SET2100 3 HP4.0" 208/60/3 1725 WALL SWITCHMONOXIVENT 135-BI WITH BACK-DRAFT DAMPER. PROVIDE FANWITH VFD. MOUNT ON ROOF CURB. INTERLOCK WITH PH-1.VENT SET2100 4.0" 208/60/3 1725 WALL SWITCH7EFVENT SETVENT SET1800 2 HP4.0" 208/60/3 3450 WALL SWITCHMONOXIVENT 120-BI WITH BACK-DRAFT DAMPER. PROVIDEFAN WITH VFD. MOUNT ON ROOF CURB. INTERLOCK WITH PH-1.1800 4.0" 208/60/3 3450 WALL SWITCH3 HP2 HP8EF10EFCEILING MOUNTED100 87.25" 120/60/1 640 WALL SWITCHTWIN CITY MODEL T100 WITH BACK-DRAFTDAMPER AND 6" ROUND DUCT TO ROOF CAPROOF MOUNTED UP-BLAST1000 1/4 HP.50" 120/60/1 1375 SWITCH ON HOODTWIN CITY MODEL 110-BCRU WITH BACK-DRAFTDAMPER. MOUNT ON ROOF CURBTYPESYM.TRAPCFMH.P.CHAR.PRESSSUP.EAT RET.STEAMREMARKSWEIGHTPROPELLER1" F&T1400 1/20 120/60/1 96,000 65°F 1-1/2" 1"15 psi100#TRANE UHSB096 HORIZONTAL UNITPROPELLER1" F&T1400 1/20 120/60/1 96,000 65°F 1-1/2" 1"15 psi100#BTUVALVEAUTO 2POSITIONTRANE UHSB096 HORIZONTAL UNITRT9500#23.0 MCA1/2 208/60/31200 .40"--- --- --- ------75°F36 55°F30 MCOP800 1/4 HP.25" 120/60/1 900TWIN CITY MODEL 100C BCRD WITH BACK-DRAFTDAMPER. MOUNT ON ROOF CURBPROPELLER3/4" F&T480 1/20 120/60/1 36,000 65°F 1-1/4" 3/4"15 psi100#TRANE UHSB036 HORIZONTAL UNITAUTO 2POSITIONAUTO 2POSITIONER-218 x 18 400-800 STEEL WHITE 14 x 14 NO NO---SYM.CFMEWTHEATINGCHARREMARKSEAT LAT MBHCOOLINGEAT SUCRPM SP.E H.P.MBH TD GPMLIQ.LAT1AH1950 2180 1.0" 1-1/2 208/60/3 65 65°F20°F 4180°F 110°F 36 75°F 55°F 3/8" 7/8"TRANE MODEL UCCAG060 WITH HOT WATER HEATING COIL, DXCOOLING COIL, AND MIXING BOX WITH ANGLE FILTERS. PROVIDEVFD WITH UNIT.PH-136W-60L-30 1/2H 5000-7800 ALUM ANODIZED 36 x 60 NO NO---SR-112 x 10 200-300 STEEL WHITE IN 18" Dia. DUCT NO NOSR-210 x 8 200-300 STEEL WHITE IN 10" Dia. DUCT NO NO200-40010" Dia.ROOF MOUNTED800 1/4 HP.25" 120/60/1 900 WALL SWITCHTWIN CITY MODEL 100C BCRD WITH BACK-DRAFTDAMPER. MOUNT ON ROOF CURB9EFMONOXIVENT 135-BI WITH BACK-DRAFT DAMPER. PROVIDE FANWITH VFD. MOUNT ON ROOF CURB. INTERLOCK WITH PH-1.MONOXIVENT 120-BI WITH BACK-DRAFT DAMPER. PROVIDEFAN WITH VFD. MOUNT ON ROOF CURB. INTERLOCK WITH PH-1.RG-3RG-418 x 16 1200-1800 STEEL WHITE 18 x 16 NO NO---14 x 8 100-200 STEEL WHITE 14 x 8 NO NO---SUCTIONREFRIGERANT PIPINGLIQUIDTRANE 4TTR4060A1 WITH LOW AMBIENT 'HARD-START'KIT. MOUNT ON ROOF WITH PYRAMID TYPE SUPPORTS.REMARKSMCOPEATBTUSYM.CHAR.5095°FCU156,000 208/60/1 14.0SEER3/8" 7/8"MCA31.0 250#WEIGHTCRSTEAM PIPINGSTEAMDRI-STEAM MODEL XTP-10 WITH SDU017E STEAMBLOWER. MOUNT ON WALL AS HIGH AS POSSIBLE.REMARKSDESIGN TEMPKWLBS/HRSYM.CHAR.70°F - 76°F10H130 208/60/31-1/4" 3/4"DESIGN RH95%CONTROL1-1/4" F&T TRAPHEAT EXCHANGEREXISTING SHELL AND TUBEMODULATING STEAM VALVESTRAINERSTEAMEXISTING VENT AT CEILINGHWRCP1CIRCUIT SETTER SET AT 52 GPM1-1/4"1 1/4"1-1/4"2"1-1/4"1-1/4"TO 12" ABOVEDRAIN VALVEGLASSSIGHTCP2FLOORVALVECHECKFLOAT VALVEVALVEBALLTURN DOWNAND DROP2" VENTFROM SYSTEMCOND. RETURN PIPINGAUTOMATIC FLOWCONTROL DEVICETWO POSITIONMOTORIZED VALVEMANUAL AIR VENTH.W.COILTYPICAL UNIONBALLVALVE1-1/2" HWS1-1/2" HWR10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005M302MECHANICALSCHEDULES20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments A12345678BCDETSSTTTTTTTTTTT31412131832311312156833725676862676121815767118213322223222FC1TOFC3TO2522FC5TOFC6TOFC2TO66666668FC7TO6666677766666EXISTING 20x20 SAEXISTING 24x24 SAEXISTING 16x16 SAEXISTING 16x16 SAEXISTING 18x18 SAEXISTING 16x16 SAEXISTING 20x20 SAEXISTING 10x10 SA8FC9TOFC8TO2222228848TSRT7FC4TO7718ST8RT418RT618SRT3188S81110111110101016161615215151515RT218RT118S819(TYP. OF 2)22222222EXISTING 36x30 SA111111202015156615152524242424252424SH823OFFICEOFFICEOFFICEOFFICEOFFICEOFFICERECEPTIONVESTCONFERENCEOFFICEOFFICESVEST.ENTRYOFFICESOFFICEOFFICEOFFICECONFERENCEHALLCUSTMENT.R.T.RRECEPTIONFOYERHALLHALLWOMENWORK ROOMOFFICEOFFICEHALLOFFICE22RECEIVINGSTORAGEOFFICEOFFICEOFFICET.R.T.RMAIL ROOMCUSTSTORAGESHIPPINGGENERAL STORAGE ROOMMEZZANINE MECHANCAL ROOMABOVECONSTRUCTION MANAGEMENT LABRISER RMTESTING ROOMSTORAGESTORAGEUNIVERSITY PRESSSURPLUS SALESSTORAGESTORAGESURPLUS STORAGESTORWALKWAYROOMSTORSTORAGESTORAGEBREAK RMHALLVEST.5" (E) SS6" STEAM5" (E) SSCAP CR PIPING131313132121717171313171313121113RT8293" CRSEE LARGE SCALE MEZZANINE MECHANICAL ROOM ON SHEET M102 FOR PIPING AND EQUIPMENT CHANGESS811T8FC10TO1212129236621236SH23815156151382 1/2" CR3 1/2" STEAM3 1/2" STEAM2 1/2" CR3" STEAM2 1/2" CRRT518SC1014143141414141499131222222213TO STEAM COIL ON MEZZANINE LEVEL22151513222222122222221213262515151515151515156192424242427281420TORT86412810/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005MD100MECHANICALDEMOLITIONPLAN20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments1/8" = 1'-0"MD1001MECHANICAL DEMOLITION PLANPLAN NOTES:1EXISTING DIFFUSER OR GRILLE TO REMAIN. PROTECT DURING CONSTRUCTION AND MAINTAIN CONNECT TO EXISTING DUCTWORK AND EXISTING FAN COIL UNIT LOCATED IN MEZZANINE MECHANICAL ROOM.EXISTING MAIN SUPPLY AIR TRUNK DUCTWORK IN CEILING SPACE TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATION OF EXISTING DUCTWORK. REFER TO SHEET M101 FOR NEW BRANCH DUCTS TO BE CONNECTED TO EXISTING TRUNK DUCTS.EXISTING FLOOR GRILLE AND BOOT TO REMAIN. PROTECT DURING CONSTRUCTION. KEEP GRILLE AND BOOT CLEAN OF ANY DEBRIS.DISCONNECT AND REMOVE EXISTING CEILING MOUNTED EXHAUST FANS AND DUCTS THRU EXTERIOR WALL. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING WALLS.DISCONNECT AND RETAIN EXISTING CEILING DIFFUSER. REMOVE EXISTING BRANCH DUCT BACK TO MAIN TRUNK DUCT. REFER TO SHEET M101 FOR NEW LOCATION OF EXISTING DIFFUSER AND NEW BRANCH DUCT.DISCONNECT AND REMOVE EXISTING CEILING DIFFUSER. REMOVE EXISTING BRANCH DUCT BACK TO MAIN TRUNK DUCT. REFER TO SHEET M101 FOR NEW DIFFUSERS AND BRANCH DUCTS.REMOVE EXISTING FLOOR GRILLE AND BOOT. REFER TO SHEET M101 FOR NEW FLOOR GRILLES TO BE INSTALLED. COORDIANTE PATCHING OF EXISTING CONCRETE FLOOR WITH GENERAL CONTRACTOR. REFER TO ARCHITECTURAL SHEETS. SEAL ALL UNDERFLOOR DUCTS AIR TIGHT. SEE FOUNDATION PLAN ON SHEET P100.REMOVE EXISTING WALL MOUNTED THERMOSTAT OR SENSOR. EXTEND EXISTING CONTROL WIRING AND CONDUIT AS REQUIRED FOR NEW SENSOR LOCATIONS. REFER TO SHEET M101 FOR NEW SENSOR LOCATIONS. NEW SENSOR TO BE COMPATIBLE WITH JCI MEDISYS, VERSION 10. CONNECT NEW SENSOR TO EXISTING CORRESPONDING FAN COIL IN MEZZANINE MECHANICAL ROOM AND TO BUILDING (CAMPUS) CONTROL SYSTEM.DISCONNECT AND REMOVE EXISTING STEAM UNIT HEATER, FINTUBE HEATER AND/OR STEAM COIL IN DUCT AND ALL ASSOCIATED PIPING, AND SUPPORTS. FIELD VERIFY EXACT LOCATIONS, SIZES AND PIPING CONFIGURATIONS. CAP PIPING WHICH REMAINS.EXISTING STEAM FINTUBE HEATER, UNIT HEATER AND/OR STREAM COIL IN DUCT AND ALL ASSOCIATED PIPING AND SUPPORTS TO REMAIN. FIELD VEFIRY EXACT LOCATIONS, SIZES AND PIPING CONFIGURATIONS. MAINTAIN OPERATION DURING CONSTRUCTION. REFER TO SHEET M101 FOR NEW CONTOL LOCATIONS.DISCONNECT AND RETAIN EXISTING STEAM UNIT HEATER. REMOVE ALL EXISTING PIPING AS SHOWN. REFER TO SHEET M101 FOR NEW LOCATIONS AND PIPING TO RELOCATED UNIT HEATERS.DISCONNECT AND REMOVE EXISTING STEAM AND CONDENSATE RETURN LINES TO EXISTING EQUIPMENT. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING STEAM SYSTEM PIPING.EXISTING STEAM AND CONDENSATE RETURN LINES RISING UP FROM BELOW FLOOR ARE TO REMAIN. PROTECT EXISTING PIPING DURING CONSTRUCTION. EXISTING STEAM VENT THRU ROOF TO REMAIN. EXISTING STEAM AND CONDENSATE RETURN PIPING NEAR ROOF TO REMAIN UNLESS NOTED OTHERWISE. FIELD VERIFY EXACT LOCATION OF PIPING AND PROTECT DURING CONSTRUCTION.EXISTING FINTUBE HEATERS TO REMAIN. LEAVE ZONE PIPING SHUT-OFF. NO WORK REQUIRED.DISCONNECT AND REMOVE EXISTING DUCTWORK AS INDICATED. SEAL ENDS OF DUCTWORK TO REMAIN. REFER TO SHEET M101 FOR NEW DUCTWORK TO BE INSTALLED AND CONNECTED TO EXISTING DUCTWORK AND/OR EXISTING FAN COIL UNITS IN MEZZANINE MECHANICAL ROOM.EXISTING SNOW MELT PIPING IN CONCRETE TO REMAIN. DISCONNECT AND REMOVE EXISTING PIPING MANIFOLDS AND METAL COVERS BELOW GRADE. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING CONCRETE PAD.ALL EXISTING EXPOSED SNOW MELT PIPING OUTSIDE BUILDING AND INSIDE BUILDING TO BE REMOVED. FILED VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING.EXISTING ROOF TOP COOLING UNIT AND ROOF CURB TO REMAIN. EXISTING DUCT THRU ROOF AND CONCENTRIC DIFFUSER TO REMAIN. PROTECT EQUIPMENT AND DUCTWORK DURING CONSTRUCTION.EXISTING COUTSIDE AIR LOUVER(S) IN WALL TO BE REMOVED. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING WALLS.CUT EXISTING 20x18 SUPPLY AIR DUCT AFTER EXISTING DIFFUSER. CAP AND SEAL END OF DUCT AIR TIGHT. REMOVE UNUSED PORTION OF DUCTWORK.DISCONNECT AND REMOVE EXISTING FAN COIL UNIT AND ALL ASSOCIATED HOT WATER AND/OR STEAM SYSTEM PIPING BACK TO MEZZANINE MECHANICAL ROOM.REFER TO MEZZANINE PLANS ON SHEET M102 FOR CONTINUATION OF EXISTING STEAM PIPING AND DUCTWORK.DISCONNECT AND REMOVE EXISTING STEAM HUMIDIFIER, ALL ASSOCIATED STEAM SYSTEM PIPING, AND WALL MOUNTED HUMIDISTAT. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING HUMIDIFIERS AND PIPING.REMOVE ALL EXISTING EXHAUST GRILLES AND DUCTWORK. REFER TO SHEET M101 FOR NEW GRILLES AND DUCTWORK TO BE INSTALLED IN NEW TOILET TOOMS.DISCONNECT AND REMOVE EXISTING ROOF MOUNTED EXHAUST FAN. CAP EXISTING CURB WITH SHEET METAL AND SEAL WATER TIGHT.DISCONNECT AND REMOVE EXISTING 8" ROUND DUCT THRU ROOF. EXISTING HOLE THRU ROOF MAY BE UTILIZED FOR NEW REFRIGERANT PIPING. REFER TO SHEET M101 FOR NEW SPLIT SYSTEM AND REFRIGERANT PIPING BEING INSTALLED AND TO DETAIL N/M301 FOR TYPICAL PIPING THRU ROOF.DISCONNECT AND REMOVE EXISTING MINI SPLIT A/C SYSTEM FROM WALL AND ABOVE ROOF. CAPTURE ALL R22 REFRIGERANT AS PER CODE REQUIREMENTS. DELIVER EXISTING UNIT AND EXISTING REFRIGERANT TO OWNER.EXISTING WALL MOUNTED ELECTRIC HEATER TO REMAIN. PROTECT DURING CONSTRUCTION.EXISTING ROOF MOUNTED UNIT AND ROOF CURB TO REMAIN. EXISTING DUCTWORK THRU ROOF TO REMAIN. PROTECT DURING CONSTRUCTION.234567891011121314151617181920212223242526272829 A12345678BCDE820182028204N 8203820482023333333333333EXISTING FCO33333334EXISTING FCO22222222222211222222EXISTING FCO22COTGCOTG222222222222244425222DF-2WC-2FD-1WC-2WC-1WC-1WC-2FD-1WC-2668677JS-1791010111111111111111111121213131010101010EXISTING 6" STEAM SUPPLY AND 3" CONDENSATE RETURN LINES TO CAMPUS STEAM SYSTEM TO REMAIN.1515151515151616161614151414141414141414141416141515 1616171717174" W4" WFCO2019191919191920S-2S-1WB-1JS-1WB-12" V2" V2" V2" W4" W4" W4" W2" W4" W4" W82118COTG4" W4" W4" W4" WFS-1COTG4" WCOTGCB-1152223232323232324241 1/4" HWR1 1/4" HWS1 1/4" HWR1 1/4" HWS1 1/4" HWR1 1/4" HWSFS-14" W4" W4" W4" W25264" ROOF DRAIN. REFER TO SITE PLAN FOR CONTINUATION.COTGRISE 4" ROOF DRAIN LINE UP IN CORNER OF COMPRESSOR ROOM ABOVE. REFER TO SHEET P101 AND TO LARGE SCALE PLAN 4/P201.REFER TO LARGE SCALE BASEMENT PLAN 5/M201 FOR COMPLETE PIPING AND EQUIPMENT IN THIS AREA.9999999TD-172' - 0"TD-172' - 0"TD-240' - 0"79999777DF-1PT-1S-1&(3)2" W2" W152" WNEWFLOORACCESS2" W2" W2" W11S-17L-1(5)L-1(5)COTG820382048201820182028204N 82038204820220191919199999820382048201820182028205 82038204FH-12" W2" W2" VTR1/2" CW1/2" CW(3)U-1(3)2" V22" W2" W10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005P100FOUNDATIONMECHANICALANDPLUMBINGPLAN20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocumentsPLAN NOTES:1EXISTING COLD WATER SERIVE LINE TO BUILDING TO REMAIN. PROTECT PIPING DURING CONSTRUCTION AND MAINTAIN CONNECTION TO EXISTING FIRE RISER AND DOMESTIC WATER.EXISTING WASTE PIPING IN TUNNELS AND BELOW FLOOR TO REMAIN. DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE ABOVE AS CALLED OUT ON SHEET PD100. CAP ALL WASTE, WATER AND VENT PIPING IN BELOW FLOOR AS REQUIRED. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING PIPING AND PROVIDE FITTING AS REQUIRED TO CAP.EXISTING ROOF DRAIN PIPING BELOW FLOOR TO REMAIN. PROTECT PIPING DURING CONSTRUCTION. MAINTAIN CONNECTION TO ALL EXISTING VERTICAL RISERS. REFER TO SHEET P101 FOR ROOF DRAIN PIPING ABOVE FLOOR. CONTRACTOR TO FIELD VERIFY EXACT LOCTIONS AND DEPTH OF EXISTING PIPING AND COORDINATE WITH NEW WASTE PIPING AND TRENCH DRAIN SYSTEM.EXISTING FLOOR DRAIN OR FLOOR SINK TO REMAIN. COVER EXISTING DRAIN TO KEEP CLEAN. PROTECT DRAIN AND VENT PIPING DURING CONSTRUCTION. MAINTAIN ANY EXISTING COLD WATER PIPING TO TRAP PRIMER AND/OR ANY FLOOR CLEAN OUT ASSOCIATED WITH DRAIN OR FLOOR SINK.EXISTING PLUMBING FIXTURE ABOVE TO REMAIN. (REFER TO SHEET PD100.) PROTECT DURING CONSTRUCTION AND MAINTAIN PIPING CONNECTION TO EXISTING FIXTURE.RISE 2" WASTE LINE UP THRU FLOOR. PIPING TO BE RUN THRU NEW WALLS FOR NEW LAVATORIES ABOVE. REFER TO LARGE SCALE TOILET ROOM PLAN ON SHEET P201 FOR CONTINUATION.PROVIDE AND INSTALL NEW PLUMBING FIXTURE AS SPECIFIED. DROP WASTE PIPING DOWN THRU FLOOR AND CONNECT TO EXISTING WASTE PIPING OF EQUAL OR LARGE SIZE. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. PROVIDE NEW FITTINGS AS REQUIRED FOR CONNECTIONS.CONNECT NEW 4" WASTE LINE FROM NEW PLUMBING FIXTURES ABOVE TO EXISTING WASTE LINE. CONTRACTOR TO FIELD VERIFY EXACT SIZE, LOCATION AND ELEVATION OF EXISTING PIPING AND MATCH NEW CONNECTION TO EXISTING.REFER TO ARCHITECTURAL DRAWINGS FOR CUTTING AND PATCHING OF EXISTING CONCRETE FLOORS FOR NEW WASTE PIPING. COORDINATE NEW PIPING WITH EXISTING PIPING AND WITH EXISTING FOOTINGS AND FOUNDATION WALLS.EXISTING STEAM AND CONDENSATE RETURN LINES RISING UP THRU FLOOR AND IN PIPE TUNNELS TO REMAIN. PROTECT DURING CONSTRUCTION.EXISTING FINTUBE HEATERS ABOVE TO REMAIN. MAINTAIN PIPING CONNECTION TO UNIT. EXISTING ZONE VALVE TO REMAIN SHUT-OFF.DISCONNECT AND REMOVE EXISTING FINTUBE HEATER ABOVE FLOOR. (SEE SHEET MD100.) REMOVE EXISTING PIPING THRU FLOOR AND IN PIPE TUNNEL.DISCONNECT AND REMOVE EXISTING STEAM AND CONDENSATE RETURN PIPING IN PIPE TUNNEL. CAP EXISTING BRANCH LINE(S) NEAR MAIN PIPE AS SHOWN. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING.EXISTING FLOOR GRILLE AND BOOT TO REMAIN. PROTECT DURING CONSTRUCTION. KEEP GRILLE AND BOOT CLEAN OF ANY DEBRIS. COORDINATE NEW WORK WITH EXISTING GRILLES AND BOOTS.EXISTING FLOOR GRILLE AND BOOT TO BE REMOVED. PROVIDE AND INSTALL NEW FLOOR GRILLES AS CALLED OUT ON SHEET M101. COORDINATE PATCHING OF EXISTING CONCRETE FLOOR WITH GENERAL CONTRACTOR. (REFER TO ARCHITECTURAL SHEETS.) SEAL ALL UNDERFLOOR DUCTS AIR TIGHT.EXISTING RETURN DUCT BELOW FLOOR TO REMAIN UNLESS NOTED OTHERWISE. DISCONNECT AND REMOVE EXISTING GRILLES AS CALLED OUT ON SHEET MD100 AND SEAL DUCT AIR TIGHT. PROVIDE NEW RETURN AIR BOOTS UP TO NEW GRILLES AS SHOWN ON SHEET M101. ABANDON ANY UNSED DUCTWORK BELOW FLOOR.EXISTING SNOW MELT SYSTEM IN CONCRETE TO BE ABANDONED. DISCONNECT AND REMOVE EXISTING PIPING MANIFOLDS AND METAL COVERS BELOW GRADE. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING CONCRETE PAD. REFER TO SHEET MD100 FOR REMOVAL OF EXISTING PIPING INSIDE BUILDING.PROVIDE AND INSTALL 1000 GALLON SAND AND GREASE INTERCEPTOR AS SPECIFIED. PLACE INTERCEPTOR BELOW GRADE WITH (2) 24" DIAMETER MANHOLE ACCESS POINTS. REFER TO DETAIL N/P301 FOR TYPICAL INSTALLATION. CONNECT TO NEW TRENCH DRAIN SYSTEM IN AUTOMOTIVE SHOP.PROVIDE 12" WIDE, SLOPING PRE-FAB TRENCH DRAIN SECTION AS SPECIFIED WITH END LINE CONNECTION. PROVIDE SLOPING SECTIONS AS INDICATED BY PART NUMBERS. REFER TO DETAIL O/P301 FOR TYPICAL INSTALLATION AND PART NUMBER DIMENSIONS.PROVIDE 12" WIDE, NON-SLOPING PRE-FAB TRENCH DRAIN SECTION AS SPECIFIED WITH BOTTOM OUTLET CONNECTION. REFER TO DETAIL O/P3.1 FOR TYPICAL INSTALLATION AND PART NUMBER DIMENSIONS.PROVIDE AND INSTALL 1000 GALLON SOLIDS INTERCEPTOR AS SPECIFIED. PLACE INTERCEPTOR BELOW GRADE WITH (2) 24" DIAMETER MANHOLE ACCESS POINTS. CONNECT INTERCEPTOR TO NEW CONCRETE WASH-OUT DRAIN LOCATED IN CONCRETE AREA ABOVE. REFER TO DETAIL N/P301 FOR SIMILAR INTERCEPTOR INSTALLATION.PROVIDE 24"x24"x24" CONCRETE VAULT BOX IN GROUND FOR SNOWMELT MANIFOLDS AND/OR ZONE VALVES. REFER TO DETAILS ON SHEET M302 FOR TYPICAL MANIFOLD PIPING AND VALVE BOX INSTALLTION.RUN NEW 1-1/4" SNOW MELT SUPPLY AND RETURN LINES THRU EXISTING PIPING TUNNEL AS SHOWN. COORDINATE NEW PIPING LOCATIONS WITH EXISTING STEAM PIPING, DUCTWORK AND BUILDING STRUCTURE. SUPPORT NEW PIPING ON UNISTRUT SUPPORTS FROM TOP OF TUNNEL. FIELD VERIFY EXISTING CONDITIONS.CORE DRILL EXISTING CONCRETE FOUNDATION WALL AS REQUIRED TO INSTALL NEW SNOWMELT PIPING. SEAL WATER TIGHT AROUND NEW PIPING. FIELD VERIFY EXISTING CONDITIONS.CONNECT NEW 2" WASTE LINE FROM PT-1 ABOVE TO EXISTING 2" (OR LARGER) WASTE LINE IN PIPE TUNNEL. FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING PIPING. PROVIDE FITTINGS AS REQUIRED FOR CONNECTION.DROP 1-1/2" WASTE LINE THRU FLOOR FROM DF-1 AND S-1 FIXTURES ABOVE. RUN 2" WASTE LINE IN PIPE TUNNEL AS SHOWN AND CONNECT TO EXISTING WASTE PIPING OF SAME OR LARGER SIZE. FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING PIPING. PROVIDE FITTINGS AS REQUIRED FOR CONNECTION.2345678910111213141516171819202122232425261P100MECH & PLBG FOUNDATION PLAN1/16" = 1'-0" A12345678BCDE10104AC-1HB-1AC-1HB-1AC-3AC-1AC-2AC-1AC-1AC-1HB-1HB-1WB-1AC-3AC-1AC-1AC-2AC-1HB-1HB-1WB-1ES-1JS-1FC1AFC1BHB-1AC-1HB-1AC-1AC-1AC-1AC-1AC-1HB-1HB-1AC-1AC-1AC-1AC-1AC-1HB-1HB-1HB-1AC-1AC-113222231EXISTINGFCO41326213221111113" VTREXISTINGFCOL-1L-1L-1L-1L-1L-1L-1L-1L-1WC-1FD-1WC-2WC-2U-1U-1U-2WC-1FD-1WC-2WC-2WC-2WC-2WC-2DF-2JS-1EW-1DF-1S-2S-2S-2S-254ES-1131313131313AC-313AC-2AC-2AC-2AC-1ES-113212121212121212121211111226264EXISTINGFCOREFER TO LARGE SCALE TOILET ROOM PLAN ON SHEET P201 FOR PIPING AND FIXTURES IN THIS AREA.1622213(E) COTG(E) COTG215191515191515819141519151915151914151915PT-1232122HB-3HB-383/4" CW1/2" CW1 1/4" CW1 1/4" CW1 1/4" CWHB-2(E) 1-1/2" CW(E) 1-1/2" CW(E) 1-1/2" CW3HB-2HB-3HB-2AH119282818171717171717311718181717171717171717182020181811113/4" CW3/4" HW3/4" CW3/4" HW11(E) 3" CW4" V4" VTR171719151915151515151515151515151517192719191919181519171612121515AC-33/4" A3/4" A14143/4" A153/4" A3/4" A3/4" A3/4" A1212(E) 3" CW3/4" A3/4" A3/4" A(E) 3" CW8161 1/4" CW1 1/4" CW1 1/4" CW3/4" CW3/4" HW779964" VTR3/4" HW3/4" HW3/4" HW3/4" HW1" CW1 1/4" A1" CW1 1/4" A3/4" CW1 1/4" A1 1/2" CW3/4" HW1 1/2" CW1919223/4" HW2" V2" V2" V2" V3" VENT242525OFFICE (N.I.C.)109OFFICE (N.I.C.)108OFFICE (N.I.C.)107OFFICE (N.I.C.)106OFFICE (N.I.C.)105OFFICE104RECEPTION102VESTIBULE101BREAK ROOM130OFFICE129OFFICE128OFFICE127CORRIDOR131OFFICE124OFFICE125OFFICE123CORRIDOR118SEATING126MEN'S115JANITOR116OFFICE119OFFICE120OFFICE121OFFICE122WOMEN'S117CORRIDOR103OPEN OFFICE111CONFRENCE ROOM(N.I.C.)114OFFICE112BREAK ROOM111BOFFICE110VESTIBULE (N.I.C.)111ACONCRETE TOOLS137AHIGH BAY SHOP137CURING CLOSET137BCM TOOL STORAGE137CSTUDENTCOLLABORATION136CUSTODIAL138ACORRIDOR139OFFICE133OFFICE134I.T.135CM/CE TOOL ROOM132ACM / CE LAB132AUTOMOTIVE SHOP138AUTO TOOL ROOM138BCE STORAGE140MECH141AUTO STORAGE142ENGINES LAB143FS-1OIL SEPARATORAIR DRYER3/4" HW3/4" CW184' - 0"AC-3AC-3AC-3AC-3AC-3AC-3AC-3AC-3AC-3AC-3C-1AC-3AC-3AC-3AC-3AC-3AC-3AC-3AC-3AC-3AC-2AC-2OFFICE (N.I.C.)113HB-34M20129AC-215HB-3SOILS STORAGEAND COMPACTION144OF-1RD-11292 SQ. FT. ROOF AREAOF-1RD-11292 SQ. FT. ROOF AREA3" RD3" OF3" RD3" OFFS-1FC2AFC2BFC3B2626FC3A1430AC-3AC-1153/4" AIR BELOW MEZZANINE31PW-1HB-3TD-1TD-1TD-2S-164" VTR64" VTRL-11 1/2" V2" V30S-1RD-1OF-1WF-1AT 6" ABOVE SIDEWALKAT 6" ABOVE ASPHALTCOTGWF-11 1/4" A1 1/4" A1 1/4" A2" V141414141414141414FH-12" VTR1/2" CW192" VTR WITH CLEAN OUTCP2TP-11515DROP 3" ROOF DRAIN PIPING DOWN INSIDE COLUMN TUBE STEEL. COORDINATE WITH STRUCTURAL SUPPORT.3" RD3" OFCONNECT TO EXISTING 4" ROOF DRAIN LINE ABOVE CEILING.1 1/2" V3/4" A1" A3/4" A1" A1" A3/4" A3/4" A1" A1" A3/4" A1" A1" A1 1/4" A1 1/4" A3/4" CW3/4" CW1 1/4" A1 1/4" A1" CW1/2" A1 1/4" A1" CW1 1/4" A1 1/4" A1 1/4" A1 1/4" A1 1/4" A3/4" CW1" CW1 1/4" A1" CW1" CW1 1/4" A1 1/4" A1" CW3/4" W3/4" CW1 1/4" A1 1/4" A1" CW1414141414141414141410/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005P101PLUMBINGFLOOR PLAN20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments1/8" = 1'-0"P1011PLUMBING FLOOR PLANPLAN NOTES:1EXISTING ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN. PROTECT DURING CONSTRUCTION.EXISTING ROOF DRAIN OR OVERFLOW DRAIN PIPING NEAR ROOF TO REMAIN. PROTECT EXISTING PIPING DURING CONSTRUCTION AND MAINTAIN CONNECT TO EXISTING DRAINS IN ROOF AND WALL FLANGE IN EXTERIOR WALL.EXISTING ROOF DRAIN PIPING DOWN NEAR COLUMN OR WALL TO REMAIN. PIPING TO BE PROTECTED DURING CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR ANY CHASE WALLS AROUND PIPING. PROVIDE CLEANOUT EXTENSION AS REQUIRED FOR ANY NEW WALLS AROUND EXISTING PIPING.EXISTING FLOOR DRAIN OR FLOOR SINK TO REMAIN. COVER EXISTING DRAIN TO KEEP CLEAN. PROTECT DRAIN AND VENT PIPING DURING CONSTRUCTION. MAINTAIN ANY EXISTING COLD WATER PIPING TO TRAP PRIMER AND/OR ANY FLOOR CLEAN OUT ASSOCIATED WITH DRAIN OR FLOOR SINK.EXISTING PLUMBING FIXTURE TO REMAIN. DISCONNECT AND REMOVE AS REQUIRED FOR NEW WALL AND/OR FLOOR FINISHES AND REINSTALL AFTER FINISH WORK IS COMPLETE. PROVIDE NEW P-TRAP AND STOPS FOR EXISTING FIXTURE.EXISTING VENT THRU ROOF TO REMAIN. DISCONNECT ALL EXISTING VENT PIPING BELOW ROOF TO EXISTING FIXTURES. REFER TO NEW VENT PIPING TO BE CONNECTED TO EXISTING VENT THRU ROOF. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VTR.EXISTING VENT PIPING ABOVE CEILINGS TO REMAIN. FIELD VERIFY EXACT LOCATIONS AND PROTECT DURING CONSTRUCTION.PROVIDE AND INSTALL NEW EMERGENCY SHOWER AND EYE WASH AS SPECIFIED. RISE 1-1/4" COLD AND 3/4" HOT WATER LINES UP AND CONNECT TO EXISTING WATER PIPING NEAR ROOF. PROVIDE TEMPERING VALVE AT TOP OF SHOWER. FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. SHOWER DRAIN TO RUN ON FLOOR TO NEARBY FLOOR DRAIN. REFER TO DETAIL C/P301 FOR TYPICAL INSTALLATION.RUN NEW HOT AND COLD WATER LINES ABOVE CEILINGS TO EXISTING FIXTURES. FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING PIPING IN WALL AND PROVIDE NEW FITTINGS AS REQUIRED FOR CONNECTION.EXISTING FIRE RISER ASSEMBLY AND ALARM VALVE TO REMAIN. PROTECT PIPING, DRAIN LINE, AND FIRE DEPARTMENT CONNECTION DURING CONSTRUCTION. ENTIRE BUILDING IS FIRE SPRINKLED. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE TO ENSURE PROPER WATER PRESSURE TO BUILDING FOR NEW AND EXISTING HEADS AS PER CODE REQUIREMENTS.EXISTING COLD WATER LINE TO REMAIN. PROTECT PIPING DURING CONSTRUCTION AND MAINTAIN CONNECTION TO EXISTING PRESSURE REGULATOR LOCATED IN MEZZANINE MECHANICAL ROOM. REFER TO SHEET P101 FOR NEW FIXTURES TO BE CONNECTED TO EXISTING COLD WATER PIPING. EXISTING HOT WATER PIPING TO BE REMOVED.EXISTING COMPRESSED AIR PIPING NEAR ROOF TO REMAIN. PROTECT EXISTING PIPING DURING CONSTRUCTION. CONNECT NEW HOSE REELS AND WALL OUTLETS TO EXISTING PIPING AS SHOWN.MOUNT EXISTING (RELOCATED) HOSE REEL TO ROOF STRUCTURE ABOVE NEW WORK STATION. CONNECT RELOCATED REEL TO EXISTING PIPING WITH NEW 3/4" LINE. REFER TO DETAIL F/P301 FOR TYPICAL PIPING CONNECTIONS.PROVIDE NEW HOSE REEL AS SPECIFIED. MOUNT TO ROOF STRUCTURE ABOVE NEW WORK STATION. CONNECT TO EXISTING PIPING WITH NEW 3/4" LINE. REFER TO DETAIL F/P301 FOR TYPICAL PIPING CONNECTIONS.PROVIDE NEW WALL MOUNTED HOSE REEL FOR COMPRESSED AIR. MOUNT ON WALL AT 48" ABOVE FLOOR. RISE 1/2" AIR LINE UP AND CONNECT TO NEW OR EXISTING PIPING NEAR ROOF. REFER TO DETAIL B/P301 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.EXTEND EXISTING 1" COMPRESSED AIR LINE INTO AUTOMOTIVE SHOP AND CONNECT TO NEW AIR PIPING. PROVIDE SHUT-OFF VALVE IN LINE INSIDE CM/CE CLASSROOM. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING AIR PIPING IN CLASSROOM AND PROVIDE FITTINGS AS REQUIRED FOR CONNECTION.RUN NEW COMPRESSED AIR AND COLD WATER PIPING AT 8'-0" ABOVE FLOOR. COORDINATE PIPING WITH OTHER PIPING, ELECTRICAL CONDUITS AND BUILDING STRUCTURE.RISE PIPING UP ABOVE OVERHEAD DOORS AS REQUIRED.DROP 3/4" COLD WATER LINE DOWN WALL AND CONNECT TO HOSE BIBB. INTERIOR HOSE BIBBS TO BE AT 36" ABOVE FLOOR AND EXTERIOR HOSE BIBBS TO BE 24" ABOVE FINISHED GRADE. REFER TO DETAIL D/P301 FOR TYPICAL INSTALLATION.RUN NEW 1-1/4" COLD WATER MAIN LINE ACROSS AUTOMOTIVE SHOP THRU ROOF JOISTS. COORDINATE NEW PIPING WITH EXISTING DUCTWORK. OTHER PIPING, ELECTRICAL CONDUITS AND BUILDING STRUCTURE. LINE TO BE PROTECTED WITH BACK-FLOW PREVENTION DEVICE. (REFER TO MEZZANINE PLAN ON SHEET M102.)CONNECT NEW 1-1/4" COLD WATER LINE TO EXISTING 1-1/2" LINE NEAR ROOF. EXTEND NEW PIPING TO FIXTURES AS SHOWN. MATCH EXISTING ELEVATION OF EXISTING PIPING.CONNECT NEW 3/4" COLD WATER LINE TO EXISTING 1-1/2" LINE NEAR ROOF. DROP PIPING DOWN WALL TO BELOW NEW FIXTURES AND RUN EXPOSED ON WALL. CONNECT TO NEW FIXTURES AS SHOWN.PROVIDE AND INSTALL NEW PLASTER TRAP ON FLOOR. CONNECT TO WASTE LINES FROM (3) SINKS. DROP DISCHARGE WASTE LINE DOWN THRU FLOOR INTO PIPING TUNNEL AND CONNECT TO EXISTING 4" WASTE LINE IN TUNNEL. REFER TO FOUNDATION PLAN ON SHEET P1.0 FOR CONTINUATION OF WASTE PIPING.PROVIDE NEW CUSTODIAL SINK AS SPECIFIED. SINK TO BE INSTALLED BELOW EXISTING STAIRS. RISE WATER AND VENT PIPING UP AND OFFSET AS REQUIRED FOR STAIRS. CONNECT HOT AND COLD WATER LINES TO EXISTING WATER PIPING IN MEZZANINE MECHANICAL ROOM. (SEE SHEET M102.) RISE 2" VENT UP THRU ROOF TO 3" VTR. DROP 2" WASTE PIPING DOWN THRU FLOOR. REFER TO FOUNDATION PLAN FOR CONTINUATION.PROVIDE NEW WASH BASIN FIXTURES AS SPECIFIED. RISE WATER PIPING UP EXPOSED ON WALL AND CONNECT TO EXISTING WATER PIPING IN MEZZANINE MECHANICAL ROOM. (SEE SHEET M102.) RISE 2" VENT UP AND CONNECT TO NEW 3" VTR AS SHOWN. DROP 2" WASTE PIPING DOWN THRU FLOOR. REFER TO FOUNDATION PLAN FOR CONTINUATION.MINI SPLIT FAN COIL SYSTEM SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR. PLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT 3/4" CONDENSATE DRAIN LINE TO INDOOR UNIT AND RUN TO NEAREST FLOOR DRAIN. COORDINATE DRAIN PIPING WITH OTHER PIPING AND SECURE TO EXISTING WALL. PIPING NOT TO INTERFER WITH MEZZANINE ACCESS DOORS.INDOOR AIR HANDLER SUPPLIED AND INSTALLED BY MECHAINCAL CONTRACTOR. PLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT 1" DRAIN LINE TO DX COOLING COIL AND DRAIN PAN BELOW UNIT. RUN 1" DRAIN LINE THRU EXTERIOR WALL AND TERMINATE WITH 45 DEGREE ELBOW. DRAIN LINE TO BE LOCATED ABOVE LOWER ROOF AND BE AT LEAST 4" AWAY FROM WALL.MANHOLE ACCESS POINTS FOR UNDER GROUND INTERCEPTORS. REFER TO SHEET P100 FOR INTERCEPTOR LOCATIONS AND PIPING CONNECTIONS. REFER TO DETAIL N/P301 FOR TYPICAL INSTALLATION.RELOCATE EXISTING PLUMBING FIXTURE TO THIS LOCATION. COORDINATE WITH NEW FIXTURES AND CONNECT TO NEW WASTE, WATER, AND VENT PIPING AS SHOWN.DROP 1-1/2" WASTE LINE FROM NEW S-1 SINK IN BREAK ROOM AND NEW DF-1 IN HIGH BAY ROOM DOWN THRU FLOOR. REFER TO SHEET P100 FOR CONTINUATION OF PIPING IN PIPE TUNNEL BELOW.RELOCATE EXISTING AIR COMPRESSOR TO THIS LOCATION. PROVIDE NEW EXHAUST PIPING TO EXTERIOR OF BUILDING COMPLETE WITH MUFFLER. CONNECT NEW 1-1/4" COMPRESSED AIR LINE TO EXISTING COMPRESSOR AND RUN TO CE/CM LAB AS SHOWN ON PLANS. REFER TO DETAIL E/P301 FOR TYPICAL PIPING CONNECTIONS TO COMPRESSOR.2345678910111213141516171819202122232425262728293031 5DL-1WC-1FD-1WC-2WC-2U-1U-1U-2WC-1FD-1WC-2WC-2WC-2WC-2WC-2DF-2HB-4EW-1L-15D2" VENT UP FROM FLOOR DRAINSEXISTING 4" OVERFLOW DRAIN TO REMAIN.1-1/2" WASTE LINE BELOW1-1/2" VENT LINE ABOVEDROP 2" WASTE LINE BELOW FLOOR. REFER TO FOUNDATION PLAN ON SHEET P100 FOR CONTINUATION.LINE OF PIPE TUNNEL BELOW FLOOR3/4" HW3/4" HW1 1/2" V3/4" HW4" V1 1/2" V4" V4" V3" V2" V3" V4" V1 1/2" V3/4" HW3/4" HW3/4" HW3/4" HW1-1/2" WASTE LINE BELOW1-1/2" VENT LINE ABOVEL-1L-1L-1L-1L-1L-1L-1L-14" W4" W4" WDROP 4" WASTE LINE DOWN THRU FLOOR. SEE FOUNDAITON PLAN FOR CONTINUATION.FLOOR ACCESS2" CW1/2" CW1/2" CW1/2" CW2" CW9110JS-11/2" CW3/4" CWTP-1115D111211122121346854" VTR2" VTR36868667445D4" V4" V1 1/2" V1 1/2" W2" W2" W2" W2" W2" W2" W4" W4" W2" W4" W2" W4" W4" W4" W4" W4" W2" W2" V2" V2" V2" V2" V2" V2" V2" V2" V2" V2" V2" V2" W2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V2" V3" V2" V2" V2" V3" V2" V4" V2" V2" V4" W1 1/2" VAAC-1HB-11213CE STORAGE140MECH141AUTO STORAGE142FS-1PROVIDE NEW OIL SEPARATOR TO MATCH CAPACITY OF BOTH NEW AND EXISTING COMPRESSORS.PROVIDE NEW AIR DRYER TO MATCH CAPACITY OF BOTH NEW AND EXISTING COMPRESSORSC-1FS-114PW-1HB-3AT 6" ABOVE ASPHALTCOTG2" VTR WITH CLEAN OUTCP2TP-11 1/4" CW1" CW1 1/4" A3/4" W1 1/4" A1" CW1 1/4" A1" CW1 1/4" A1 1/2" A1 1/2" A1 1/2" A3/4" CW3" RD3" OF3" RD3" OF3" RD3" OF1 1/2" A1 1/2" AWF-115BY-PASS VALVE1/2" HW1/2" CW1/2" CW1/2" HW3/4" HW3/4" HW1/2" CW1/2" CW3/4" HW1/2" CW2" CW1" CW2" CW1" CW3/4" CW1" CW1" CW2" CW3/4" HW3/4" HW1/2" CW3/4" HW1/2" HW1/2" CW1/2" CW1/2" HW2" CW3/4" CW3/4" HW1/2" CW1/2" HW1/2" CW1/2" CW1/2" HW2" CW1/2" CW3/4" HW10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005P201LARGESCALEPUMBINGPLANS20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments1/4" = 1'-0"P2012LARGE SCALE TOILET ROOMS1/4" = 1'-0"P2011LARGE SCALE TOILET ROOM DEMO PLANPLAN NOTES:1DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE. REMOVE ALL WASTE, WATER AND VENT PIPING IN WALL, THRU FLOOR AND/OR THRU CEILING AS REQUIRED. CAP ALL EXISTING PIPING BELOW FLOOR OR ABOVE CEILING. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING PIPING AND PROVIDE FITTING AS REQUIRED TO CAP.DISCONNECT AND REMOVE EXISTING FLOOR DRAIN OR FLOOR SINK. CAP EXISTING WASTE LINE IN TUNNEL BELOW FLOOR. ABANDON ALL WASTE AND/OR VENT PIPING WHERE NOT ACCESSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING CONCRETE FLOORS.REMOVE EXISTING VENT PIPING UP THRU ROOF AND/OR UP IN EXISTING WALL. CAP EXISTING PIPING BELOW FLOOR. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING ROOF.EXISTING ROOF DRAIN AND OVERFLOW DRAIN AND ALL ASSOCIATED PIPING TO REMAIN. PROTECT DURING CONSTRUCTION. PIPING DOWN NEAR WALL TO REMAIN. PIPING TO BE PROTECTED DURING CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR ANY CHASE WALLS AROUND PIPING. PROVIDE CLEANOUT EXTENSION AS REQUIRED FOR ANY NEW WALLS AROUND EXISTING PIPING.EXISTING 4" VENT THRU ROOF TO REMAIN. DISCONNECT ALL EXISTING VENT PIPING BELOW ROOF TO EXISTING FIXTURES. REFER TO NEW VENT PIPING TO BE CONNECTED TO EXISTING VENT THRU ROOF. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VTR.DISCONNECT AND REMOVE ALL EXISTING WATER PIPING ABOVE CEILINGS WHERE EXPOSED UNLESS NOTED OTHERWISE. CAP AND ABANDON ANY PIPING WHERE CEILINGS ARE NOT BEING REMOVED. REFER TO SHEET P101 FOR NEW WATER LINES TO BE RUN TO NEW PLUMBING FIXTURES.EXISTING COLD WATER LINE TO REMAIN. PROTECT PIPING DURING CONSTRUCTION AND MAINTAIN CONNECT TO EXISTING PRESSURE REGULATOR LOCATED IN MEZZANINE MECHANICAL ROOM. REFER TO SHEET P101 FOR NEW FIXTURES TO BE CONNECTED TO EXISTING COLD WATER PIPING. EXISTING HOT WATER PIPING TO BE REMOVED.DISCONNECT AND REMOVE ALL VENT PIPING IN CEILING SPACE AS SHOWN. REFER TO LARGE SCALE TOILET ROOM PLAN (THIS SHEET) FOR NEW FIXTURES AND VENT PIPING.MOUNT EMERGENCY EYEWASH ON WALL. CONNECT 1/2" HOT AND COLD WATER LINES WITH TEMPERING VALVE TO EYEWASH. RUN DRAIN LINE TO ADJACENT SERVICE SINK. REFER TO DETAIL G/P301 FOR TYPICAL INSTALLATION.EXTEND NEW 4" VENT PIPING TO EXISTING 4" VTR AND CONNECT. SEE PLUMBING FLOOR PLAN - SHEET P101 FOR CONTINUATION.PROVIDE AND INSTAL MULTI-DRAIN TRAP PRIMER NEAR FLOOR. DROP 1/2" COLD WATER LINE TO EACH FLOOR DRAIN. REFER TO FOUNDATION PLAN - SHEET P100 FOR COLD WATER LINES TO FLOOR DRAIN. REFER TO DETAIL M/P301 FOR TYPICAL TRAP PRIMER INSTALLATION AND PIPING CONNECTIONS.PROVIDE NEW WALL MOUNTED HOSE REEL FOR COMPRESSED AIR. MOUNT ON WALL AT 48" ABOVE FLOOR. RISE 1/2" AIR LINE UP AND CONNECT TO NEW OR EXISTING PIPING NEAR ROOF. REFER TO DETAIL B/P301 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.DROP 3/4" COLD WATER LINE DOWN WALL AND CONNECT TO HOSE BIBB. INTERIOR HOSE BIBBS TO BE AT 36" ABOVE FLOOR AND EXTERIOR HOSE BIBBS TO BE 24" ABOVE FINISHED GRADE. REFER TO DETAIL D/P301 FOR TYPICAL INSTALLATION.RELOCATE EXISTING AIR COMPRESSOR TO THIS LOCATION. PROVIDE NEW EXHAUST PIPING TO EXTERIOR OF BUILDING COMPLETE WITH MUFFLER. CONNECT NEW 1-1/4" COMPRESSED AIR LINE TO EXISTING COMPRESSOR AND RUN TO CE/CM LAB AS SHOWN ON PLANS. PROVIDE BY-PASS PIPE AND VALVE IN SYSTEM AND CONNECT TO NEW COMPRESSOR PIPING TO AUTO SHOP. REFER TO DETAIL E/P301 FOR TYPICAL PIPING CONNECTIONS TO COMPRESSOR.PROVIDE AND INSTALL NEW AIR COMPRESSOR AS SPECIFIED. PROVIDE EXHAUST PIPING TO EXTERIOR OF BUILDING COMPLETE WITH MUFFLER. CONNECT 1-1/4" COMPRESSED AIR LINE TO COMPRESSOR AND RUN TO AUTOMOTIVE SHOP AS SHOWN ON PLANS. REFER TO DETAIL E/P301 FOR TYPICAL PIPING CONNECTIONS TO COMPRESSOR. PROVIDE BY-PAS PIPE AND VALVE IN SYSTEM AND CONNECT TO EXISTING COMPRESSOR PIPING TO EM/EC LAB.2345678P2013WASTE AND VENT RISER DIAGRAMCONNECT NEW 4" VENT LINE TO EXISTING 4" VENT THRU ROOFCONNECT NEW 2" WASTE LINE TO EXISTING 4" WASTE LINE BELOW FLOORCONNECT NEW 4" WASTE LINE TO EXISTING 4" WASTE LINE BELOW FLOOR.CONNECT NEW 2" WASTE LINE TO EXISTING 4" WASTE LINE BELOW FLOORRUN WASTE AND VENT PIPING IN WALL.RISE VENT LINE UP IN WALL TO ABOVE CEILINGS.DROP WASTE LINE DOWN THRU FLOOR AND RUN THRU EXISTING PIPE TUNNEL.L-1L-1L-1L-1L-1FD-1DF-2JS-1L-1L-1L-1L-1L-1WC-2WC-2U-1WC-2U-1U-2910111/4" = 1'-0"P2014COMPRESSOR ROOMP2015WATER ISOMETRIC12141315WC-2WC-1WC-1WC-2FD-1FD-1L-1L-1L-1L-1L-1WC-1WC-2WC-1WC-2WC-2WC-2WC-2WC-2U-1U-1U-2WC-2HB-4JS-1TP-1EW-1DF-2L-1L-1L-1L-1L-1RISE 3/4" HOT WATER LINE UP INTO MEZZANINE MECHANICAL ROOM AND CONNECT AT EXISTING WATER HEATER. CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF EXISTING WATER HEATER.EXISTING PIPING TO REMAIN. SEE SHEET PD100CONNECT NEW 2" COLD WATER LINE TO EXISTING 2" (OR LARGER) COLD WATER LINE IN CHASE OR IN MEZZANINE MECHANICAL ROOM. RUN NEW PIPING TO NEW TOILET ROOM FIXTURES AS SHOWN. FRONT VIEW SIDE VIEWFRONT VIEW SIDE VIEWMOUNT AT 48"ABOVE FLOORHOSE CLAMP1/2" AIR PIPINGWALLOUTINHERSEY MODEL FRP-II REDUCEDPRESSURE BACKFLOW PREVENTERSIZE TO MATCH LINE SIZE ASSHOWN ON PLANS.HERSEY AIR GAPDRAIN FUNNEL1" DRAIN LINE TO NEARESTFLOOR DRAIN OR SERVICE SINKREDUCED PRESSUREBACK-FLOW PREVENTER TOBE LOCATED IN ACCESSIBLELOCATION. (APPROXIMATELY48" TO 60" ABOVE FLOOR.)TYP. HOSE CLAMPMOUNTING BRACEPIPE SUPPORTMAIN LINE GAUGE1-1/2" NPTAIR COMPRESSORALARM SWITCHCONTROL PANELDRAINMUFFLERCONCRETE FILLSLABSTRUCTURALFLOOR DRAINOUTLET TO P-TRAPCEMENT BEDFLOORING IF APPLICABLE1/2" PEXMPOWER BOX WITH 24HOUR TIME CLOCK120V - 1 POWERBALL TYPESHUT-OFF VALVETYPICAL UNIONSOLENOIDVALVECAP ALLUNUSED PORTSRECESS MOUNTED TRAP PRIMER MANIFOLD BOX COMPLETEWITH COVER. MOUNT WHERE SHOWN ON PLANS.VACUUM BREAKER3/4" COLD WATER LINE1/2" 'PEX' PIPING TO ADDITIONALFLOOR DRAIN AS REQUIRED.3/4" CW LINEOVER RIDESWITCHWATERPROOFMEMBRANE WHEREREQUIREDWASTE LINEFLOOR LINEFINISH GRADE1'-0"1/8 BENDFLOOR LINEWALLBRASS CLEANOUT PLUGWITH COUNTER SUNK HEAD16" SQUARE CONC PADTROWEL SMOOTHCLEANOUT AND ACCESSCOVER. TOP OF COVERTO BE FLUSH WITH TOPOF FLOOR.BALANCE OF PIPINGSAME AS CLEANOUTTO GRADE.CLEANOUT SHOULDNOT BE LOCATED INCARPETED AREA.1/8 BEND IF CLEANOUTOCCURS AT END OF LINE.WASTE LINE.LENGTH TO SUIT.CHROMEWALL COVERAND SCREWMAY EXTEND AS AWASTE OR VENTPLUGGED TEEWITH CLEANOUTBALANCE OF PIPINGSAME AS CLEANOUT TOGRADE.1/8 BEND1/8 BENDFLOORVALVE HOUSINGREMOVABLE KEYGRADE3/4" COLD WATER LINENEAR WALL WHERE EXPOSEDPIPE SUPPORTGROUT AROUNDBIBB IN WALL3/4" HOSE CONNECTIONWITH ANTI-SIPHONVACUUM BREAKER12" MIN.24" MAX.ADJUSTABLECLAMPEXTERIOR WALLREMOVABLE KEY3/4" HOSE CONNECTIONWITH ANTI-SIPHONVACUUM BREAKER36" MIN.48" MAX.6"4'-0"6"CLEAN OUT3" VENT LINE TOBUILDING. SEE FLOORPLAN.10"4'-0"6"10"6"11'-4"6"WATERLEVEL15"23"48"4"EACH WAY- BOTTOM,PARTITION (TYPICAL)SIDES AND VERTICAL6" CONCRETE#4 BARS AT 12" O.C.5'-10"10"6"WALLS.10"4"4" OUTLETGRADECLEAN OUT TO GRADE3" VENT TOBUILDINGPROVIDE CONCRETE BARRELAND/OR RING AS REQUIRED TOEXTEND MANHOLE COVERS TOGRADE LEVEL.24" TRAFFIC RATED MANHOLE FRAME AND COVER4" RISER WITH GAS TIGHT CAP4" INLET FROM FIXTURESOR TRENCH DRAINSCLEAN GRAVEL 12"THICK ALL AROUNDTRAP.4" OUTLET4" INLETPLASTER TRAPTO SANITARYSEWERSINK BEYOND15" MIN. CLEARANCE FORFLOORBASKET REMOVALTO TOP OFPLASTER TRAPCABINET ANDFLOWCONTROLFITTINGWALL2" VENT TOATMOSPHERESANITARY TEESANITARY TEETRAP24"C.I. PARKWAY GRATELOCATE ROOF DRAINS IN ROOF SUMPDRAINOVERFLOWUNDERDECKOVERFLOW LINERDLCLAMPSEE ARCHITECTURAL DRAWINGSROOF DRAIN3'-0"36" SQUARE LEADFLASHING UNDERSINGLE PLY ROOFMEMBRANEDECKROOFDAM2" HIGHWATERCONCRETE FILLWATERPROOF MEMBRANEWHERE REQUIREDHORIZONTALRUN IN PIPE12" MIN. TOSLABSTRUCTURALBREAKING PORTSAIR GAP VACUUMFIXTURENEARESTFLOW TOFLOOR DRAINOUTLET TO P-TRAPCEMENT BEDFLOORING IF APPLICABLE1/2" PEXTRAP PRIMERBALL TYPE SHUT-OFF VALVEMOUNT IN RECESSED BOX IN WALL. PROVIDE8X8 BOX WITH WITH DOOR.NOTE:COMPRESSED AIR HOSE REEL SHOWN HERE.WATER HOSE REELS INSTALL SIMILARLY.BASE2"6"6"STEEL FRAME2-1/4"1"26-1/4"C.A. PARKWAY GRATE26-1/4"J & R CB2424 SERIES24" x 24" CATCH BASIN*CATCH BASIN HEIGHT *KNOCKOUT SIZE12" HIGH ................................................14"W x 7"H18 HIGH................................................14"W x 11"H24" HIGH...............................................14"W x 17"H28 " HIGH..............................................14"W x 22"H32"32"24"24"BOX2"4"THINWALLKNOCKOUTMULTI-DRAIN TRAP PRIMER PIPING DIAGRAMMSOLIDS OR GREASE INTERCEPTOR INSTALLATION DETAILNSINGLE TRAP PRIMER DETAILOCLEAN OUT DETAILJCATCH BASIN CONSTRUCTION DETAILKROOF DRAIN DETAILLAIR COMPRESSOR PIPING DIAGRAMECOMPRESSED AIR HOSE REEL DETAILFPLASTER TRAP DETAILHBACK-FLOW PREVENTER DETAILACOMPRESSED AIR OUTLET DETAILBHOSE BIBB INSTALLATION DETAILDEMERGENCY EYEWASH DETAILGEMERGENCY SHOWER DETAILCFLOOR CLEANOUT (FCO)CLEANOUT TO GRADE (COTG) WALL CLEANOUT (WCO)NO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALEFLEXIBLE HOSETO EQUIPMENTBY OWNERSECURE TO WALLWITH PIPE CLAMPBALL TYPESHUT-OFF VALVEMILTON M-STYLE'QUICK-CONNECT' COUPLINGOR APPROVED EQUALMALE END TO BESUPPLIED WITHEQUIPMENT.SUPPORT HOSE REELFROM ROOF STRUCTUREAS RECOMMENDED BYMANUFACTURER1/2" Dia. RUBBER HOSE FORCOMPRESSED AIR REELS.3/8" Dia. RUBBER HOSE FORWATER HOSE REELS.MOUNT AT SEE FLOORPLAN AND FIXTURESCHEDULE FORMOUNTING HEIGHTSMILTON M-STYLE 'QUICK-CONNECT'COUPLING OR APPROVED EQUAL FORCOMPRESSED AIR REELS. PROVIDEFRONT BUTTON SPRAY NOZZLE ONALL WATER HOSE REELS.HOSE GUIDE WITHROLLERSREEL SPOOL COMPLETEWITH MOTOR SPRING ANDARBOR ASSEMBLY1/2" SWIVELJOINT WITHO-RINGFLEXIBLEHOSE TOREELBALL TYPESHUT-OFF VALVE1-1/2" MAINLINE TOBUILDINGMAIN LINESHUT- OFFVALVEFLEXIBLECONNECTIONAIR DRYER ANDPRESSUREREGULATORVIBRATION ISOLATORSDRIP LEGAND DRAINVALVEFLEXIBLECONNECTIONTO ALARMAT ATCPANEL1-1/2" INTAKELINE FROMOUTSIDETURN DOWNAND SCREENEND.DRIP LEGAND DRAINVALVEPLUGGEDFLOOR1-1/4" TEMPERED WATERPULL RODWALL1-1/4" WASTETO FLOORPUSHHANDLEOPERATOREYE WASHFOUNTAINEMERGENCYSHOWERSTAY OPENBALL VALVEEYE WASHFOUNTAINSTAY OPENBALL VALVECEILINGEYE WASHFOUNTAINFLOOR33" MIN.45" MAX.1-1/2" DRAIN1/2" TEMPERED WATERMOUNTING BRACKETFASTENED TO WALLMOUNTING BRACKETFASTENED TO WALLADJACENT SERVICE SINKPUSHHANDLEOPERATOR1/2" H&C WATER LINESWITH SYMMONS 7-102MIXING VALVE10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005P301PLUMBINGDETAILS20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments TRENCH DRAIN DETAILAFUME HOOD DETAILBSEISMIC BRACE DETAILSDFHUMIDIFIER PIPING DIAGRAMCSPRINKLER HEAD COORDINATIONEDRY PENDENT HEAD DETAILGSPRINKLER HEAD COORDINATIONVENTWASTEHOTCOLDSYM.FIXTURE SCHEDULEDESCRIPTIONU-1------3/4"---URINAL - KOHLER MODEL 4984-T "FRESHMAN" WITH SLOAN ROYAL 111-1.6 FLUSHVALVE WITH SLOAN EBV-89-M SIDE MOUNT OPERATOR, AND WALL CARRIER. SEEARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT.WF-1---3"------3" WALL FLANGE - JAY R. SMITH MODEL 1770 WITH ROUGH-BRONZE FINISH ANDWALL FLANGE. MOUNT AS HIGH AS POSSIBLE.ADA WALL MOUNTED WATER CLOSET - KOHLER K-4325-SS-0 "KINGSTON" WITHELONGATED BOWL, K-4670C OPEN FRONT SEAT, SLOAN ROYAL 111-1.6 FLUSHVALVE WITH SLOAN EBV-89-M SIDE MOUNT OPERATOR, AND WALL CARRIER.MOUNT AT ADA HEIGHT.WC-12"4"1"---S-11-1/2"1-1/2"1/2"1/2"SINGLE COMPARTMENT SINK - ELKAY MODEL LR-2219 STAINLESS STEEL SINKWITH T&S B-1123 DECK MOUNTED HI-ARC FAUCET WITH LEVER HANDLE CONTROL,LK-99 HEAVY DUTY STRAINER, AND 1/2" STOPS.WC-22"4"1"---TP-1------3/4"---TRAP PRIMER - ZURN Z-1020XL-5 TRAP PRIMER SYSTEM. MOUNT RECESSED INWALL WITH COVER. RUN 1/2" COLD WATER LINE TO EACH TRAP AS SHOWN ONFLOOR PLANS. REFER TO DETAIL M/P301 FOR INSTALLATION.VENTWASTEHOTCOLDSYM.FIXTURE SCHEDULEDESCRIPTIONHB-1------3/4"---WALL MOUNTED HOSE REEL HOSE BIBB - T&S 5HR-242-12 HOSE REEL WITH 50'-0"x 3/8" Dia. HOSE AND FRONT TRIGGER WATER GUN WITH 1/2" SUPPLY LINE ANDSHUT-OFF VALVE. REFER TO DETAIL F/P301 FOR TYPICAL INSTALLATION. WALLUNITS AND CEILING UNITS MOUNTED SIMILARLY.SINGLE DRINKING FOUNTAIN - MURDOCK MODEL A17140SF-BF1S WITH BOTTLEFILLER STATION AND FILTER, FRONT PUSHBUTTON OPERATOR, 1/2" STOP, 1-1/2"P-TRAP, AND FLEX-GUARD SAFETY BUBBLER.1-1/2"1-1/2"1/2"---DF-12"4"FS-11/2"---FLOOR SINK - ZURN Z-1900-3 WITH 3/4 GRATE, WHITE ENAMEL FINISH, DOMESTRAINER AND 4" DEEP SEAL P-TRAP. RUN 1/2" COLD WATER LINE TO TRAPPRIMER.2"2"1/2"1/2"FLOOR MOUNTED SERVICE SINK - KOHLER K-6710 "WHITBY" WITH K-8940 WIRERIM GUARD, K-9142 PERFORATED STRAINER AND 2" DEEP SEAL P-TRAP; MOUNTT&S B-0674-BSTP FAUCET ON WALL COMPLETE WITH VACUUM BREAKER, AND PAILHOOK. PROVIDE 5'-0" RUBBER HOSE AND WALL CLIP.JS-12"2"FD-11/2"---2" FLOOR DRAIN - ZURN Z-415-N WITH 5" Dia. NICKEL-BRONZE STRAINER AND 2"DEEP SEAL P-TRAP. RUN 1/2" COLD WATER LINE TO TRAP PRIMER. REFER TODETAIL M/P301 FOR TYPICAL INSTALLATION.1-1/2"1-1/2"1/2"1/2"COUNTER MOUNTED LAVATORY - KOHLER K-2905-4-0 "FARMINGTON" WITHCHICAGO 327-XCP PERFORATED STRAINER, MOEN 8413 LEVER HANDLE FAUCET,1/2" STOPS, AND 1-1/2" P-TRAP. PROVIDE INSULATING JACKET ON WASTE AND HOTWATER LINES.L-1AIR COMPRESSOR AND STORAGE TANK - QUINCY MODEL QT-10 DUPLEXCOMPRESSOR WITH 120 GALLON HORIZONTAL STORAGE TANK, 10 HP MOTOR(208/60/3), 35 SFCM WITH 100 psi PRESSURE. PROVIDE MATCHING AIR DRYER ANDOIL SEPARATOR WITH COMPRESSOR.------------C-1HB-2UTILITY SINK - FIAT F-1 WALL MOUNTED UTILITY SINK, T&S B-0665-BSTRM WALLMOUNTED FAUCET COMPLETE WITH BUCKET PAIL , WALL BRACKET, VACUUMBREAKER, AND ELKAY LK99 HEAVY GAUGE STRAINER. SECURE TO WALL WITHWALL CARRIER. ROUGH-IN AND CONNECT 1/2" HOT AND COLD WATER LINES WITHSHUT-OFF VALVES AND 2" WASTE LINE WITH P-TRAP.WALL MOUNTED AIR OUTLET WITH HOSE REEL - MILTON MODEL 2780-50D WITHSTEEL DUAL ARM AUTO-RETRACTABLE AIR HOSE (50'), M-STYLE QUICK CONNECTHOSE COUPLING WITH 1/2" SUPPLY LINE AND SHUT-OFF VALVE. REFER TO DETAILF/P301 FOR TYPICAL INSTALLATION. WALL UNITS AND CEILING UNITS MOUNTEDSIMILARLY.------------AC-1---3"------3" OVERFLOW DRAIN - JAY R. SMITH MODEL 1080 WITH UNDER DECK CLAMP,DOME STRAINER, 2" HIGH WATER DAM, AND 3" DRAIN LINE CONNECTION. REFERTO DETAIL L/P302 FOR TYPICAL INSTALLATION.OF-1---3"-------3" ROOF DRAIN - JAY R. SMITH MODEL 1010 WITH UNDER DECK CLAMP, DOMESTRAINER, AND 3" DRAIN LINE CONNECTION. REFER TO DETAIL L/P301 FORTYPICAL INSTALLATION.RD-1PT-12"2"------PLASTER TRAP - CANPLAS 3911A02 'ENDURA' SOLIDS INTERCEPTOR WITH 2"CONNECTIONS AND REMOVABLE BASKET ASSEMBLY. PROVIDE 2" PLUMBING VENTIN ADJACENT WALL. REFER TO DETAIL H/P301.S-22"2"1/2"1/2"CEILING MOUNTED AIR OUTLET WITH HOSE REEL - MILTON MODEL 2780-50D WITHSTEEL DUAL ARM AUTO-RETRACTABLE AIR HOSE (50'-0"), M-STYLE QUICK HOSECOUPLING WITH 1/2" SUPPLY LINE AND SHUT-OFF VALVE. REFER TO DETAIL F/P301FOR TYPICAL INSTALLATION. SUPPORT FROM ROOF STRUCTURE AT ELEVATIONSCALLED OUT ON PLANS.------------AC-3HB-3------1/2"---INTERIOR HOSE BIBB - INTERIOR HOSE BIBB - PRIER MODEL C255NP.50 WITHANTI-SIPHON ANGLED SILL FAUCET WITH HOSE THREAD, VACUUM BREAKER, ANDLOOSE KEY HANDLE. LOCATED ON WALL IN ACCESSIBLE LOCATION.------3/4"---EXTERIOR HOSE BIBB - ZURN Z-1310 "ECOLOTROL" WITH REMOVABLE HANDLEAND VACUUM BREAKER. LENGTH TO SUIT WALL THICKNESS. REFER TO DETAILD/P301 FOR TYPICAL INSTALLATION.CATCH BASIN AND TRENCH DRAIN - J&R CONCRETE PRODUCTS MODEL CB2424 -24x24x24 HIGH CONCRETE CATCH BASIN COMPLETE WITH TRAFFIC RATED GRATE.PROVIDE 4" DRAIN LINE BETWEEN CATCH BASIN AND SOLIDS INTERCEPTOR.REFER TO DETAIL K/P301 FOR TYPICAL CONSTRUCTION. INSTALL WITH GRATEFLUSH WITH FINISHED GRADE.---4"------CB-1AIR OUTLET - MILTON M-STYLE QUICK CONNECT HOSE COUPLING WITH 1/2"SUPPLY LINE AND SHUT-OFF VALVE. REFER TO DETAIL B/P301 FOR TYPICALINSTALLATION.AC-2------------BI-LEVEL DRINKING FOUNTAIN - MURDOCK MODEL A172.8-UG-SO-BF12-BCD WITHSINGLE BOTTLE FILLER STATION AND FILTER, FRONT PUSHBUTTON OPERATORS,1/2" STOP, 1-1/2" P-TRAP, AND FLEX-GUARD SAFETY BUBBLER.1-1/2"1-1/2"1/2"---DF-2EMERGENCY SHOWER AND EYEWASH - HAWS MODEL 8123PCP WITHSELF-CLOSING VALVE, 1-1/4" CW AND 1/2" HW SUPPLIES, AND REMOTE NYLON PULLROPE, EYE WASH BASIN WITH 11" Dia. PLASTIC RECEPTOR WITH STAY-OPENVALVE AND TEMPERING VALVE. SECURE PIPING TO WALL. ALL EXPOSED PIPINGTO BE CHROME OR STAINLESS STEEL. REFER TO DETAIL C/P301.------1-1/4"1/2"ES-1EMERGENCY EYEWASH STATION - HAWS 7260BT WITH PUSH-OPEN BALL VALVE,EYEWASH BOWL ,1/2" HOT AND COLD WATER SUPPLY LINES WITH TEMPERINGVALVE. SECURE TO WALL. RUN 1-1/2" WASTE LINE TO ADJACENT SERVICE SINK.REFER TO DETAIL G/P301.------1/2"1/2"EW-11-1/2"1-1/2"FH-11/2"---5'-0" FUME HOOD - LABCONCO 'PROTECTOR XSTREAM LABORATORY HOODCOMPLETE WITH MATCHING STORAGE CABINET BASE. ROUGH-IN AND CONNECT1/2" COLD WATER AND 1-1/2" WASTE AND VENT LINES. FIELD VERIFY EXACTROUGH-IN LOCATIONS WITH EQUIPMENT SUPPLIED. INSTALL AS PERMANUFACTURER'S RECOMMENDATIONS.HB-4------1/2"---TP-2------1/2"---TRAP PRIMER - ZURN Z-1020XL TRAP PRIMER SYSTEM. MOUNT RECESSED INWALL WITH COVER. RUN 1/2" COLD WATER LINE TO EACH TRAP AS SHOWN ONFLOOR PLANS. REFER TO DETAIL O/P301 FOR INSTALLATION.INSTALLATION DEVICESET SCREW#5 REBAREARTH FILL4" MIN.GRATE FRAMECONCRETEPLASTIC PUSH PINS TOASSEMBLE FRAME TO CHANNELEXPANDED POLYSTYRENE BLOCKS.REFER TO MANUFACTURER'SINSTALLATION GUIDE. REMOVEAFTER INSTALLATION IS COMPLETE.FINISHED FLOOR8"10"EARTH FILLEARTH FILL#5 REBAR (TYP.)(4) PER SECTIONCONCRETE4" MIN.GRATE FRAMEFINISHED FLOOREXPANDED POLYSTYRENE BLOCKS. REFER TOMANUFACTURER'S INSTALLATION GUIDE. REMOVEAFTER INSTALLATION IS COMPLETE.HEAVY DUTY TRAFFIC RATEGRATE FULL LENGTH OFTRENCH. (SEE FLOOR PLAN FORDIFFERENT LENGTHS REQUIRED.LENGTH VARIES. REFER TO FLOOR PLAN FOIR INDIVIDUAL TRENCHES10-1/4"TO18-1/4"SEALEDEND CAPEND CAPWITH 4"OUTLETFLOOR CLEAN OUT4" WASTE1.04% SLOPECONCRETETRENCH SECTIONSTRENCHNO. *SHALLOWINVERT 'A'DEEPINV. 'B'40'-0" TRENCH72'-0" TRENCH8201 6.25" 7.25"8202 7.25" 8.25"8203 8.25" 9.25"8204 9.25" 10.25"TD-1------------72'-0" TRENCH DRAIN - ZURN T2000 12" WIDE TRENCH DRAIN COMPLETE WITHPRE-SLOPED SECTIONS AS REQUIRED FOR ENTIRE LENGTH. TO BE COMPLETEWITH END CAPS AND 4" END BOTTOM OUTLET CONNECTION, AND CAST IRONTRAFFIC RATED GRATE. REFER TO DETAIL ON THIS SHEET FOR TYPICALINSTALLATION. SLOPE SECTIONS TOWARD CENTER AS INDICATED ONFOUNDATION PLAN.TD-2------------42'-0" TRENCH DRAIN - ZURN T2000 12" WIDE TRENCH DRAIN COMPLETE WITHPRE-SLOPED SECTIONS AS REQUIRED FOR ENTIRE LENGTH. TO BE COMPLETEWITH END CAPS AND 4" END BOTTOM OUTLET CONNECTION, AND CAST IRONTRAFFIC RATED GRATE. REFER TO DETAIL ON THIS SHEET FOR TYPICALINSTALLATION. SLOPE SECTIONS TOWARD END AS INDICATED ON FOUNDATIONPLAN.WASH BASIN - WILLOUGHBY INDUSTRIES MODEL WELS-2290-WALL-1CC THREESTATION LAVATORY SYSTEM WITH HEAVY-DUTY STAINLESS STEEL GRATE ANDREMOVABLE SHROUD WITH SECURITY SCREWS. COLOR BY ARCHITECT. PROVIDESINGLE TEMPERED LINE WITH PRE-ASSEMBLED MIXING VALVE AND (3) SLOANMODEL EAF-150 BATTERY POWERED DECK-MOUNTED FAUCET WITH INFRAREDSENSORS.WB-12"2"3/4"3/4"WALL MOUNTED WATER CLOSET - KOHLER K-4325-SS-0 "KINGSTON" WITHELONGATED BOWL, K-4670C OPEN FRONT SEAT, SLOAN ROYAL 111-1.6 FLUSHVALVE WITH SLOAN EBV-89-M SIDE MOUNT OPERATOR, AND WALL CARRIER.8201 6.25" 7.25"8202 7.25" 8.25"8203 8.25" 9.25"8204 9.25" 10.25"8203 8.25" 9.25"8202 7.25" 8.25"8201 6.25" 7.25"8205 10.25" 11.25"8204 9.25" 10.25"8205N 10.25" 10.25"* TRENCH SECTIONS SHALL BE8'-0" LONG BY 12" WIDE ANDHAVE INTERLOCKING ENDS,RADIUS BOTTOM, AND BECOMPLETE WITH END CAPS ANDBOTTOM OUTLETS WHEREINDICATED.N = NEUTRAL SECTION WITH NOSLOPE.PROVIDE CAST IRON TRAFFICRATED GRATE WITH DRAINSECTIONS.INTERIOR HOSE BIBB - INTERIOR HOSE BIBB - PRIER MODEL C255NP.50 WITHANTI-SIPHON ANGLED SILL FAUCET WITH HOSE THREAD, VACUUM BREAKER, ANDLOOSE KEY HANDLE. LOCATED ON WALL IN ACCESSIBLE LOCATION AT 5'-0" ABOVEFINISHED FLOOR.U-2------3/4"---ADA URINAL - KOHLER MODEL K-5016-ET "DEXTER" WITH SLOAN ROYAL 111-1.6FLUSH VALVE WITH SLOAN EBV-89-M SIDE MOUNT OPERATOR, AND WALLCARRIER. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT.RECESSED WHITEESCUTCHEON ATSUSPENDED CEILINGSSPRINKLERPIPINGUPRIGHT SPRINKLERWHERE STRUCTUREIS EXPOSED OR INABOVE CEILINGINSTALLATIONS.WHITECANOPYESCUTCHEONCONCEALEDHEADS WITH CAPSPRINKLERPIPINGROOF SYSTEMQUICK ENDTHREADLESSBRACE FITTING(2 PLCS)1/2" NUT, BOLT &WASHER (2 PLCS)QUICK ENDTHREADLESS BRACEFITTINGQUICK CLAMP SWAYBRACE ATTACHMENTSTEELBARJOIST1/2" NUT, BOLT &WASHER (2 PLCS)QUICK CLAMP SWAYBRACE ATTACHMENTSTEELBARJOISTQUICK 4-WAYLONGITUDINAL SWAYBRACE CLAMPSPRINKLERPIPING3" MIN.CLEARHVAC GRILLEOR REGISTERSPRINKLERPIPING3" MIN.CLEARCEILINGLIGHTFIXTUREPENDANTSPRINKLER HEADWHITE ESCHUTCHEONWITH WHITE EXTENSIONPENDANTSPRINKLER HEADWHITE ESCHUTCHEONWITH WHITE EXTENSIONNOTES:DASHED LINES INDICATE PROVIDED BY INSTALLERTWO-CYLINDER MODEL SHOWNSHIPS WITH HUMIDIFIER*1" DRAIN LINE TONEAREST FLOOR SINK.1" AIR GAP REQUIRED TO ISOLATEUNIT DRAIN FROM SANITARY PIPING.OPEN DRAIN REQUIRED DIRECTLYBELOW HUMIDIFIER DRAIN TOPREVENT DOWNSTREAM DRAINLINE BLOCKAGE FROM CAUSINGWATER TO BACK UP INTO CYLINDER.3/8" COPPERSUPPLY LINE.INLET STRAINERSHUT-OFF VALVE3/4" COLD WATERSUPPLY LINESHOCK ARRESTER1/4" FILL VALVESTEAM TUBING TOMISTER SPRAY NOZZLESDRAIN HOSE CLAMP*WALLPROVIDE AND INSTALL DRY PENDENT HEADS INALL PLACES WITH FREEZING POTENTIAL ANDWHERE OUTSIDE BUILDING INSULATIONENVELOPE.60"2" AR P-TRAP2" WASTEDUPLEX120VSINKCUP2" VENTLIGHT SWITCHFAN SWITCH54"36"DOORSLOUVEREDKEYED LOCKTO HOODCABINET VENT36"WATERWALLLIGHT SWITCHLIGHTEXHAUST FAN ON ROOF EXHAUST DUCT UP TO10"NO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALECEILINGSPRINKLER HEAD6"' MIN.NOTE:BRACE PIPINGSTEEL DECKPROVIDE SEISMIC BRACING ONLY INSEISMICALLY ACTIVE AREAS. BRACINGSHALL CONFORM TO THEREQUIREMENTS OF NFPA 13 AND ALLSTATE AND LOCAL CODES.BRACE PIPING (S PLCS)STEEL DECK"X"DISTANCE 'X' BETWEEN COLDBARRIER AND THE SEAL FORTHE DRY PENDENT HEAD SHALLNOT BE LESS THAN 12"COLD BARRIERFREEZINGAPPLICATIONS(TEMPERATURESLESS THAN 32°F)CEILINGLOCATION OF DRY SPRINKLERPLUG AND SEAL TO BE IN WARMSPACECOUPLINGWET PIPE SYSTEMIN WARM SPACECOLD BARRIERDRY PENDENT BARREL10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005P302PLUMBINGDETAILS ANDSCHEDULES20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments A12345678BCDE11121311121313131317181818171211171817171717171717EXISTINGFCO171716161716161616161616161617171410484141010184331321615268172122112211116111210613131382019151515994EXISTINGFCOEXISTINGFCO41112135131216111262111213131221113EXISTINGCOTGEXISTINGCOTG552" VTR2" VTR4" VTR1-1/2" VTR2" VTR2" VTR2" VTR7999999999101010999101099EXISTING HOSE BIBB TO REMAIN3" VTR1217162" VTR2" VTR2" VTR5174FCO13PROVIDE NEW HEADS AND/OR PIPING, OR RELOATE EXISTING FIRE SPRINKLER HEADS AND/OR PIPING AS REQUIRED TO MEET NFPA-13 CODE REQUIREMENTS DUE TO REMODEL WORK.PROVIDE NEW HEADS AND/OR PIPING, OR RELOATE EXISTING FIRE SPRINKLER HEADS AND/OR PIPING AS REQUIRED TO MEET NFPA-13 CODE REQUIREMENTS DUE TO REMODEL WORK.PROVIDE NEW HEADS AND/OR PIPING, OR RELOATE EXISTING FIRE SPRINKLER HEADS AND/OR PIPING AS REQUIRED TO MEET NFPA-13 CODE REQUIREMENTS DUE TO REMODEL WORK.PROVIDE NEW HEADS AND/OR PIPING, OR RELOATE EXISTING FIRE SPRINKLER HEADS AND/OR PIPING AS REQUIRED TO MEET NFPA-13 CODE REQUIREMENTS DUE TO REMODEL WORK.4" VTR10/27/20G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN EngineeredSystemsAssociatesESA JOB NUMBER 200483 6 0 w e s t a s p e n a v e n u es a l t l a k e c i t y , u t a h 8 4 1 0 18 0 1 5 3 2 4 4 2 2sheet: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 IMPLEMENTATIONTHE 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:EDCBAEDCBA123456123456b y u i d a h o p r o j e c t # : 12005PD100PLUMBINGDEMOLITIONPLAN20.0220oct. 27,2020BYUIEngineeringTechnologyCenter (ETC)100% constructiondocuments1/8" = 1'-0"PD1001PLUMBING DEMOLITION PLANPLAN NOTES:1DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE. REMOVE ALL WASTE, WATER AND VENT PIPING IN WALL, THRU FLOOR AND/OR THRU CEILING AS REQUIRED. CAP ALL EXISTING PIPING ACCESSIBLE BELOW FLOOR OR ABOVE CEILING. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING PIPING AND PROVIDE FITTING AS REQUIRED TO CAP.DISCONNECT AND REMOVE EXISTING FLOOR DRAIN OR FLOOR SINK. CAP EXISTING WASTE LINE IN TUNNEL BELOW FLOOR. ABANDON ALL WASTE AND/OR VENT PIPING WHERE NOT ACCESSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING CONCRETE FLOORS.EXISTING PLUMBING FIXTURE TO REMAIN. DISCONNECT AND REMOVE AS REQUIRED FOR NEW MILLWORK AND WALL AND/OR FLOOR FINISHES. RE-INSTALL AFTER FINISH WORK IS COMPLETE. PROVIDE NEW P-TRAP AND STOPS FOR EXISTING FIXTURE.EXISTING FLOOR DRAIN OR FLOOR SINK TO REMAIN. COVER EXISTING DRAIN TO KEEP CLEAN. PROTECT DRAIN AND VENT PIPING DURING CONSTRUCTION. MAINTAIN ANY EXISTING COLD WATER PIPING TO TRAP PRIMER AND/OR ANY FLOOR CLEAN OUT ASSOCIATED WITH DRAIN OR FLOOR SINK.EXISTING 4" VENT THRU ROOF TO REMAIN. DISCONNECT ALL EXISTING VENT PIPING BELOW ROOF TO EXISTING FIXTURES. REFER TO LARGE SCALE TOILET ROOMS PLAN ON SHEET P201 FOR NEW VENT PIPING TO BE CONNECTED TO EXISTING VENT THRU ROOF. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VTR.REMOVE EXISTING VENT PIPING UP THRU ROOF AND/OR UP IN EXISTING WALL. CAP EXISTING PIPING BELOW FLOOR. REFER TO ARCHITECTURAL DRAWINGS FOR PATCHING OF EXISTING ROOF.EXISTING 2" VENT THRU ROOF TO REMAIN. PROTECT VTR AND ALL VENT PIPING BELOW ROOF DURING CONSTRUCTION AND MAINTAIN CONNECTION TO EXISTING FIXTURES.DISCONNECT AND REMOVE EXISTING HOSE BIBB AND PIPING IN WALL.DISCONNECT AND REMOVE ALL EXISTING WATER PIPING ABOVE CEILINGS WHERE EXPOSED UNLESS NOTED OTHERWISE. CAP AND ABANDON ANY PIPING WHERE CEILINGS ARE NOT BEING REMOVED. REFER TO SHEET P101 FOR NEW WATER LINES TO BE RUN TO NEW PLUMBING FIXTURES.EXISTING COLD WATER LINE TO REMAIN. PROTECT PIPING DURING CONSTRUCTION AND MAINTAIN CONNECT TO EXISTING PRESSURE REGULATOR LOCATED IN MEZZANINE MECHANICAL ROOM. REFER TO SHEET P101 FOR NEW FIXTURES TO BE CONNECTED TO EXISTING COLD WATER PIPING. EXISTING HOT WATER PIPING TO BE REMOVED.EXISTING ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN. PROTECT DURING CONSTRUCTION.EXISTING ROOF DRAIN PIPING DOWN NEAR COLUMN OR WALL TO REMAIN. PIPING TO BE PROTECTED DURING CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR ANY CHASE WALLS AROUND PIPING. PROVIDE CLEANOUT EXTENSION AS REQUIRED FOR ANY NEW WALLS AROUND EXISTING PIPING.EXISTING ROOF DRAIN OR OVERFLOW DRAIN PIPING NEAR ROOF TO REMAIN. PROVIDE EXISTING PIPING DURING CONSTRUCTION AND MAINTAIN CONNECT TO EXISTING DRAINS IN ROOF AND WALL FLANGE IN EXTERIOR WALL.EXISTING FIRE RISER ASSEMBLY AND ALARM VALVE TO REMAIN. PROTECT PIPING, DRAIN LINE, AND FIRE DEPARTMENT CONNECTION DURING CONSTRUCTION. ENTIRE BUILDING IS FIRE SPRINKLED. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE TO ENSURE PROPER WATER PRESSURE TO BUILDING FOR NEW AND EXISTING HEADS AS PER NFPA13 CODE REQUIREMENTS.MECHANICAL CONTRACTOR TO DISCONNECT AND REMOVE EXISTING COMPRESSORS, REFRIGERANT PIPING AND EVAPORATIVE COOLER SYSTEM ASSOCIATED WITH EXISTING FREEZER. PLUMBING CONTRACTOR TO DISCONNECT AND REMOVE ALL EXISTING WATER AND DRAIN LINES ASSOCIATED WITH FREEZER. EXISTING FREEZER TO BE REMOVED BY GENERAL CONTRACTOR.EXISTING COMPRESSED AIR PIPING NEAR ROOF TO REMAIN. PROTECT EXISTING PIPING AND DROPS DURING CONSTRUCTION. REFER TO SHEET P101 FOR NEW HOSE REELS AND WALL OUTLETS TO BE INSTALLED AND CONNECTED TO EXISTING PIPING.EXISTING COMPRESSED AIR PIPING NEAR ROOF AND DOWN WALLS, AND EXISTING WALL OUTLETS TO BE REMOVED. CONTRACTOR TO FIELD VERIFY EXACT SIZES AND LOCATIONS OF EXISTING PIPING. REFER TO SHEET P101 FOR NEW COMPRESSED AIR PIPING TO BE CONNECTED TO EXISTING.DISCONNECT AND RETAIN EXISTING HOSE REEL OUTLET. REFER TO SHEET P101 FOR NEW HOSE REEL LOCATIONS AND RECONNECTION TO EXISTING EXISTING PIPING.EXISTING AIR COMPRESSOR TO BE DISCONNECTED AND RELOCATED TO NEW COMPRESSOR ROOM AS SHOWN ON SHEET P101. DISCONNECT FROM ALL EXISTING AIR PIPING, AIR DRYER SYSTEM, AND POWER WIRING. (SEE ELECTRICAL) REFER TO LARGE SCALE COMPRESSOR ROOM ON SHEET P201 AND TO DETAIL E/P301 FOR PIPING CONNECTIONS.DISCONNECT EXISTING SMALL COMPRESSOR. DELIVER TO OWNER. DISCONNECT AND REMOVE EXISTING AIR DRYER SYSTEM.DISCONNECT AND RETAIN EXISTING FIXTURE. REMOVE ALL EXISTING WATER, WASTE AND VENT PIPING. CAP ALL LINES IN WALLS, BELOW FLOORS OR ABOVE CEILING AS REQUIRED. REFER TO SHEET P101 FOR NEW LOCATION OF EXISTING SINK IN THE CM/CE LAB.23456789101112131415161718192021 STORAGESHEDSTORAGEJ EXISTING SHED FE3 'AA' 1 2 X-2 3/4"C.,2#10+1#10G 3 SEE DETAIL (4/EE603) (A/EG000) 4 EXISTING UNDERGROUND FEED FROM PANEL 'P' IN BASEMENT TO REMAIN ACTIVE LOCATE AND PROTECT DURING CONSTRUCTION.4'-0 MIN. 36"30'-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 4" SQUARE STRAIGHT STEEL POLE. POLE COLOR TO MATCH POLE LIGHT POLE LIGHT HEADS QTY AS INDICATED SEE SCHEDULE 24" DIA. HAND HOLE TOP EDGE OF POLE BASE SHALL BE CHAMFERED 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) 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 EMERGENCY GENERATOR CIRCUIT. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH GENERATOR TRANSFER DEVICE AND CONNECT TO EMERGENCY GENERATOR CIRCUIT AND NORMAL LIGHTING CIRCUIT AND CONTROLS CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, 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) ELV DIMMER: ACUITY P/N: ISD 400 ELV 120 ** 0-10V DIMMER: ACUITY P/N: ISD BC 120/277 ** K KEYED SWITCH F TIMER SWITCH (INTERMATIC MODEL EI400 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 SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. 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 POWER 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 WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB# 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 WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W WASHING MACHINE D DRYER (30A-240V RATED RECPT.) M MICROWAVE 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 WITH ARCH. DRAWINGS & ELEVATIONS USB 120V RECPT. WITH USB CHARGING PORTS EWC ELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.) DISP GARBAGE DISP. (UNDER SINK) DW DISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER NEC 422.16(B)(2)). M/R MICROWAVE/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 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: AV/TV ENCLOSURE, (SEE NOTE 2 BELOW) HUBBELL# HBL263 WITH 3-GANG MUDRING & LV DIVIDER HBL981; PROVIDE 3-GANG DECORA COVER PLATE WITH THE FOLLOWING: (1) 20A DUPLEX RECEPTACLE, (1) DATA INSERT (LEVITON P/N: 4164x-xxx) OR EQUAL (1) BRUSH PASSTHROUGH INSERT (LEVITON P/N: 41075-DBx). FIELD COORDINATE MOUNTING HEIGHT WITH TV LOCATION PRIOR TO ROUGH-IN. INSTALL 1 1/4" CONDUIT FROM LV SIDE OF BOX TO ABOVE ACCESSIBLE CEILING OR STRUCTURAL CEILING SPACE W/DATA CABLING/ TERMINATIONS AS INDICATED ON DWG'S. LARGE CAPACITY 3-GANG AV BOX W/ RECEPTACLE, (SEE NOTE 2 BELOW) HUBBELL# HBL263 WITH 3-GANG MUDRING & LV DIVIDER HBL981; PROVIDE 3-GANG DECORA COVER PLATE WITH THE FOLLOWING: (1) 20A DUPLEX RECEPTACLE (1) DATA INSERT (LEVITON P/N: 4164x-xxx) OR EQUAL (1) BRUSH PASSTHROUGH INSERT (LEVITON P/N: 41075-DBx). INSTALL 1 1/2" CONDUIT FROM LV SIDE OF BOX TO ABOVE ACCESSIBLE CEILING OR TO STRUCTURE W/DATA CABLING/ TERMINATIONS AS INDICATED ON DRAWINGS. TV# AV _D-X _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) WALL PATHWAY SYSTEM; STI FIRESTOP EZ-PATH SERIES INSTALL THROUGH WALL ABOVE ACCESSIBLE CEILING, FIELD VERIFY EXACT LOCATION TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. PROVIDE ALL REQUIRE MOUNTING HARDWARE AND ETC. FOR COMPLETE INSTALLATION. EPF2 = FIRE RATED, EZ-PATH SERIES 22 EPF3 = FIRE RATED, EZ-PATH SERIES 33 EPF4 = FIRE RATED, EZ-PATH SERIES 44 EP3 = NON-FIRE RATED, EZ-PATH 33NEZ SERIES ### FB# _D-X MULTI-SERVICE FLOORBOX; SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) TVR = RECESSED TVS = SURFACE 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 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 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: ROCKY MOUNTAIN POWER CO. WWW.ROCKYMOUNTAINPOWER.NET CONTACT: DAN KUHL (503) 308-0233; dan.kuhl@evergreen-efficiency.com 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. VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CAB. DIMENSIONSPER ARCH. DETAIL6" 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 ELECTRICALEQUIPMENT NOTE #1NOTE#4NOTE#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. 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EG000 Electrical Symbols, Details & Site Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 12" SQUARE, SIMPLEX SEMI-RECESSED 60HZ. SYNCHRONOUS, 4-WIRE CLOCK WITH ALUMINUM FRAME AND WHITE FACE. AMERICAN TIME AND SIGNAL #U58BHAA507) WITH REQUIRED BACKBOX. CONNECT TO EXISTING CLOCK SIGNAL CIRCUIT. N/R = NEW CLOCK, RECESSED BACKBOX N/S = NEW CLOCK, SURFACE BACKBOX R/R = EXISTING CLOCK TO BE RELOCATED, RECESSED BACKBOX R/S = EXISTING CLOCK TO BE RELOCATED, SURFACE BACKBOX 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.#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 3/4"C. W/ PULL STRING TO NEAREST ACCESSIBLE CEILING SPACE. CR CAM SECURITY CAMERA: PROVIDE AND INSTALL A 4SQ. BOX W/3/4"C., TO NEAREST ACCESSIBLE CEILING SPACE & 1-CAT6A CABLE TO IT ROOM. TERMINATE JACK ON THE CABLE FOR CAMERA. CAMERA TO BE PROVIDED AND INSTALLED BY OWNER OVER BOX; COORDINATE ROUGH-IN WITH OWNER CAMERA SPEC. CONNECTION TO DOOR FRAME FOR ACCESS CONTROL. PROVIDE (1)3/4"C W/PULLSTRING FROM DOOR TO NEAREST ACCESSSIBLE CEILING SPACE. • E.C. IS RESPONSIBLE FOR ROUGH-IN FOR ACCESS CONTROL SYSTEM; EQUIPMENT AND CABLING TO BE PROVIDED AND INSTALLED BY OWNER. E.C. SHALL COORDINATE ROUGH-IN OF ACCESS CONTROL SYSTEM WITH BYU-I PRIOR TO ROUGH-IN. • E.C. IS RESPONSIBLE FOR ROUGH-IN, CABLING AND TERMINATIONS FOR SECURITY CAMERA'S. CAMERAS WILL BE PROVIDED AND INSTALLED BY BYU-I. E.C. SHALL COORINATE LOCATIONS AND ROUGH-IN WITH BYU-I PRIOR TO WORK BEING DONE. GENERAL SECURITY & ACCESS CONTROL NOTES: F DOOR CONTACT LOCATION; INSTALL 1/2"C. W/ PULL STRING FROM TOP OF DOOR TO NEAREST ACCESSIBLE CEILING SPACE. DC SOUND, CLOCK & INTERCOM SYSTEM SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION C## W## PT PUSH TO TALCK CALL SWITCH, MOUNT IN 1-GANG SWITCH BOX; REFER TO DWG'S AND SPECIFICATOINS FOR ADDITIONAL INFORMATION IP-#IP PHONE SYSTEM EQUIPMENT, PROVIDED AND INSTALLED BY E.C. (REFER TO IP PHONE SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION) CEILING MOUNTED SPEAKER, PROVIDED AND INSTALLED BY E.C. (REFER TO DWG'S AND SPECIFICATIONS FOR ADDITIONAL INFORMATION) WALL MOUNTED SPEAKER, PROVIDED AND INSTALLED BY E.C. (REFER TO DWG'S AND SPECIFICATIONS FOR ADDITIONAL INFORMATION) • E.C. SHALL BE RESPONSIBLE FOR AND INCLUDE IN BASE BID ALL CONDUIT, CABLING, CONNECTIONS, BACKBOXES, POWER SUPPLIES, HARDWARE, ETC. NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM AS DESCRIBED SOUND, CLOCK & INTERCOM SYSTEMS GENERAL NOTES: CS##WALL MOUNTED CLOCK/SPEAKER, PROVIDED AND INSTALLED BY E.C. (REFER TO DWG'S AND SPECIFICATIONS FOR ADDITIONAL INFORMATION) nLIGHT CONTROL SYMBOL SCHEDULE SYMBOL DESCRIPTION nLIGHT CEILING MOUNTED SENSOR, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION.S n## n##B nLIGHT BACKBONE DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION. n##R nLIGHT RELAY/POWER PACK DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION. n##RP nLIGHT RELAY PANEL, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION. nLIGHT SWITCH MOUNTED DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION. n## GREEN, CAT-5e PATCH CABLE (LENGTH AS REQUIRED), PLENUM RATED. • CABLE SHALL BE INSTALLED IN 3/4" CONDUIT WHERE IT CANNOT BE INSTALLED IN AN ACCESSIBLE CEILING SPACE. • PROVIDE A MINIMUM OF 2FT SLACK BETWEEN ALL DEVICES AND FIXTURE CONNECTION POINTS. 0-10V DIMMING WIRING, UTILIZE 1/2" CONDUIT WITH (2) #18 AWG. VIOLET FOR POSITIVE, GREY FOR NEGATIVE 1. 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. 2. 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. GENERAL LIGHTING NOTES: NOTE: ALL SYMBOLS MAY NOT BE USED SCALE: 1" = 20'-0"1 Electrical Site Plan KEY NOTES:# 1 EXISTING STREET LIGHT TO BE RELOCATED AS REQUIRED TO ACCOMMODATE WIDENING OF DRIVEWAY, EXTEND EXISTING CIRCUITING AS REQUIRED AND PROVIDE NEW POLE BASE TO MATCH EXISTING. 2 UNDERGROUND CIRCUIT TO NEW POLE LIGHT; COORDINATE TRENCHING W/ G.C. JOINT TRENCH WITH OTHER UTILITIES WHERE POSSIBLE. 3 CIRCUIT TO EXISTING POWER-LINK PANEL INDICATED, PROVIDE AND INSTALL NEW 20A/1P POWER-LINK CIRCUIT BREAKER IN PANEL. COORDINATE PROGRAMMING WITH BYU-I ELECTRICAL SHOP. 4 E.C. SHALL SPLICE AND EXTEND EXISTING 48-STRAND SINGLE-MODE FIBER OPTIC CABLE AND EXTEND TO NEW IT ROOM AND TERMINATE IN RACK PER BYU-I STANDARDS. FIBER OPTIC CABLE SHALL BE INSTALLED IN INNER-DUCT AND ROUTED TO NEW IT ROOM AS REQUIRED. FIELD VERIFY ROUTING. 40'20'0" NORTH SCALE: NONEAPOLE LIGHT W/36"BASE DETAIL (E) (E) (E) 2 3 4 5 6 7 B C 1 8 A D E 'F''J' 'C''H' 'A''G' 'B' 'D' ALL EXISTING ELECTRICAL IN THIS AREA TO BE DISCONNECTED AND REMOVED TO ACCOMIDATE NEW OCCUPANCY REQUIREMENTS, UNLESS OTHERWISE NOTED 'R' 'W' 'S' 'I' 'T2' 'T' 'EF' 1 1 1 1 1 1 2 2 3 2 HEAT TRACE 'DUH-1(E) STARTER' 4 'DUH-2(E) STARTER' 'DUH-3(E) STARTER' 5 5 'DUH-4(E) STARTER' 6 7 8 8 8 8 8 8 4 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 TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. M. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. N. 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. O. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. GENERAL NOTES: KEY NOTES:# 1 EXISTING ELECTRICAL PANEL TO BE DISCONNECT AND REMOVED; REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE. FIELD VERIFY IF ANY BRANCH CIRCUITS ARE TO REMAIN, IF SO CIRCUIT SHALL BE RE-ROUTED TO NEAREST ELECTRICAL PANEL. 2 EXISTING ELECTRICAL PANEL TO REMAIN ACTIVE; LOCATE AND PROTECT DURING CONSTRUCTION. PANEL SHALL BE RE-USED FOR NEW CIRCUITING AS INDICATED, PROVIDE NEW BREAKERS AS INDICATED IN SCHEDULE. 3 EXISTING PANEL 'B' TO BE REMOVED AND REPLACES WITH J-BOX; DISCONNECT AND MAINTAIN EXISTING FEEDER. PROVIDE AND INSTALL NEW FLUSH MOUNTED J-BOX WITH FLUSH MOUNTED COVER TO SPLICE AND EXTEND EXISTING FEEDER TO NEW PANEL 'B' LOCATION. J-BOX SHALL BE INSTALLED IN EXISTING WALL FACING INTO EXISTING CONF. ROOM. EXTEND NEW FEEDER TO NEW PANEL AS INDICATED. 4 EXISTING STARTER FOR EXISTING UNIT HEATER TO BE RELOCATED; REFER TO NEW DRAWINGS FOR NEW LOCATION AND NEW CIRCUIT INFORMATION. 5 EXISTING STARTERS FOR EXISTING UNIT HEATERS TO REMAIN; LOCATE AND PROTECT DURING CONSTRUCTION. PROVIDE NEW CIRCUITING AS INDICATED ON DRAWINGS. 6 EXISTING PULLBOX AND ASSOCIATED FEEDER FOR EXISITNG PANEL TO REMAIN ACTIVE. FIELD LOCATE AND PROTECT DURING CONSTRUCTION. CONTRACTOR SHALL DISCONNECTE EXISTING MOUNTING AND SUPPORT FOR REMOVAL OF STAIRCASE AND RESUPPORT FROM NEW WING WALL. 7 E.C. SHALL REMOVE ALL EXISTING DATA CABLING IN THIS AREA AND PROVIDE NEW AS INDICATED ON NEW DRAWINGS PER LATEST BYU-I CABLING STANDARDS. EXISTING RACEWAY AND BOXES MAYBE RE-USED IF POSSIBLE. 8 DISCONNECT AND REMOVE EXISTING ELECTRICAL DEVICE; REMOVE ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE. MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM DEVICES THAT ARE TO REMAIN. 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # :12006 10/27/20 ED101 Level 1 - Existing Electrical Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents SCALE: 1/8" = 1'-0"1 Level 1 - 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. SPECIAL DEMOLITION NOTES: NORTH 16'8'0" M M M MM T MM T MM T MM T MM T MM T MM T M 2 3 4 5 6 7 B C 1 8 A D E EXISTING MECH. MEZZANINE TO REMAIN FIELD LOCATE, PROTECT AND MAINTAIN/RE-ESTABLISH FUNCTIONALITY TO ALL EQUIPMENT AND DEVICESEXISTING IT ROOM TO BE RELCOATED. DISCONNECT AND REMOVE ALL EXISTING CABLING, EQUIPMENT AND ETC. WP 'FC' 'AC' 1 2 3 3 3 3 3 3 3 DUH-1(E) 208 V/3P 3/4HP DU H-3(E) 208 V/3P 3/4HP DUH-4(E) 208 V/3P 3/4HP UH-1(E) 120 V/1P 1/4HP UH-2(E) 120 V/1P 1/4HP UH -6(E) 120 V/1P 1/4HP UH -5(E) 120 V/1P1/4HP UH -3(E) 120 V/1P 1/4HP UH-4(E) 120 V/1P 1/4HP 4 4 4 4 4 4 5 4 5 5 6 UH-7(E) 120 V/1P1/6HP 4 DU H-2(E) 208 V/3P3/4HP 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 ED102 Level 2 & Roof - Existing Electrical Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. M. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. N. 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. O. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. GENERAL NOTES: KEY NOTES:# 1 ALL EXISTING ELECTRICAL EQUIPMENT, DEVICES AND ETC. WITHIN THIS AREA SHALL BE DISCONNECTED AND REMOVED, UNLESS SPECIFICALLY INDICATED OTHERWISE. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE UNLESS THEY CAN BE UTILIZED FOR NEW INSTALLATION. E.C. SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 2 EXISTING ROOFTOP UNIT TO BE RECIRCUITED AS INDICATED ON NEW DRAWINGS; FIELD COORDINATE ROUTING OF NEW CIRCUIT WITH NEW CONSTRUCTION. 3 EXISTING ROOFTOP UNIT TO REMAIN ACTIVE; LOCATE AND PROTECT EXISTING CIRCUITING AS REQUIRED TO MAINTAIN FUNCTIONALITY. 4 EXISTING UNIT HEATER TO BE RELOCATED BY M.C. E.C. SHALL ELECTRICALLY DISCONNECT AND REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS; PROVIDE NEW CIRCUITING AT NEW LOCATION INDICATED ON NEW DRAWINGS. 5 EXISTING UNIT HEATER TO REMAIN; E.C. SHALL PROVIDE NEW CIRCUITING AS INDICATED ON NEW DRAWINGS. ROUTE CIRCUIT THROUGH EXISTING STARTERS. 6 EXISTING IT CLOSET TO BE DEMOLISHED, E.C. SHALL DISCONNECT AND REMOVE ALL EXISTING DATA CABLING, EQUIPMENT AND ETC. LOCATED IN ROOM. ALL EXISTING DATA CABLING IN BUILDING TO BE REMOVED AND REPLACE WITH NEW CABLING TO NEW IT ROOM AS INDICATED ON NEW DRAWINGS. E.C. SHALL PULL BACK EXISTING SINGLE MODE FIBER OPTIC CABLE TO ELEC. ROOM AT LEVEL 0, FIBER OPTIC CABLE SHALL BE SPLICED IN ELECTRICAL ROOM AND EXTENDED TO NEW IT ROOM AS REQUIRED. ALL EXISTING MULTI-MODE FIBER AND COPPER BACKBONE CABLING SHALL BE REMOVED FROM BUILDING OUT TO EXISTING VAULT BY E.C. SCALE: 1/8" = 1'-0"1 Level 2 - 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. SPECIAL DEMOLITION NOTES: NORTH 16'8'0" 2 3 4 5 6 7 B C 1 8 A D E LIGHTING IN PURCHASING AREA TO REMAIN ACTIVE (UNLESS NOTED OTHERWISE) LOCATE, PROTECT AND MAINTAIN FUNCTIONALITY DURING CONSTRUCTION 1 1 2 2 3 3 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 ED131 Level 1 - Existing Lighting Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. M. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. N. 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. O. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. GENERAL NOTES: KEY NOTES:# 1 ALL EXISTING LIGHTING AND CONTROLS WITHIN THIS AREA SHALL BE DISCONNECTED AND REMOVED, UNLESS SPECIFICALLY INDICATED OTHERWISE. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE UNLESS THEY CAN BE UTILIZED FOR NEW INSTALLATION. E.C. SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 2 EXISTING LIGHTING TO REMAIN ACTIVE, LOCATE AND PROTECT DURING CONSTRUCTION. 3 DISCONNECT AND REMOVE EXISTING ELECTRICAL DEVICE; REMOVE ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE. MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM DEVICES THAT ARE TO REMAIN. SCALE: 1/8" = 1'-0"1 Level 1 - Existing Lighting 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. SPECIAL DEMOLITION NOTES: NORTH 16'8'0" 2 3 4 5 6 7 B C 1 8 A D E EXISTING MECH. MEZZANINE TO REMAIN FIELD LOCATE, PROTECT AND MAINTAIN/RE-ESTABLISH FUNCTIONALITY TO ALL EQUIPMENT AND DEVICES 1 2 3 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 ED132 Level 2 - Existing Lighting Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 TO PROVIDE MINIMUM WORKING CLEARANCES AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. M. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITION AND COMPLIES WITH SPECIFICATIONS. N. 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. O. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS. GENERAL NOTES: KEY NOTES:# 1 ALL EXISTING LIGHTING AND CONTROLS WITHIN THIS AREA SHALL BE DISCONNECTED AND REMOVED, UNLESS SPECIFICALLY INDICATED OTHERWISE. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE UNLESS THEY CAN BE UTILIZED FOR NEW INSTALLATION. E.C. SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 2 EXISTING EXTERIOR LIGHT FIXTURE TO BE REMOVED AND REPLACED WITH NEW EXTERIOR LIGHTING AS INDICATED ON NEW LIGHTING PLAN(S). FIELD LOCATE EXISTING EXTERIOR LIGHTING CIRCUIT AND EXTEND TO NEW LIGHTING. 3 EXISTING HIGH BAY LED FIXTURES IN THIS AREA SHALL BE DISCONNECTED, REMOVED AND STORED FOR RE-USE IN NEW CONSTRUCTION AREAS AS INDICATED ON NEW LIGHTING PLANS. E.C. IS RESPONSIBLE FOR STORING FIXTURES, ANY DAMAGED FIXTURES SHALL BE REPLACED BY THE E.C. ANY EXTRA FIXTURES THAT ARE NOT RE-USED SHALL BE TURNED OVER TO BYU-I ELECTRICAL SHOP. ALL OTHER LIGHTING, CONTROLS AND ETC. IN THIS AREA ARE TO BE REMOVED. 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. SPECIAL DEMOLITION NOTES: NORTH 16'8'0"SCALE: 1/8" = 1'-0"1 Level 2 - Existing Lighting Plan MM T MM T J CR3 J CR3 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CR2 J CD1 J CD1 AV J J CR2 J CR2 J J J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 TVS TVS J M M M MM T MM T MM T N/S N/S N/S N/SN/SN/RMM T CAMCAMCAMCAM CAMCAMCAM F CR F F F DC DC DCF F F F F F F CR CRCR F F CR DC MM T MM T S RT-5 MM T S RT-1 MM T S AH-1 SRT-2S RT-4 FLOOR KEY PLAN A B 2 3 4 5 6 7 B 1 8 A WP WP WP ENGINES LAB 143 AUTO STORAGE 142 CE STORAGE 140 AUTOMOTIVE SHOP 138 AUTO TOOL ROOM 138B MECH 141 42" 48" 48" 48" 48" 48" 48" 42"42"42"42"42"42"42"42"42"42"42" 42" 42" WP 42"42"42"42" 42" 42"42"42"42"42"42"42" 42" A-14 A-14 A-14A-14A-14A-14 A-14A-14 AT-6 'AA' 'AB' A-8 A-8 A-11 42" 42"42"42"42"42"42" 42" WPWP11 11 42" 42" WP A-A1 A-A2 'DUH-3(E) STARTER' DUH-2(E) 208 V/3P 3/4HP DUH-3(E) 208 V/3P3/4HP 'DUH-4(E) STARTER' DU H-4(E) 208 V/3P3/4HP UH-4(E) 120 V/1P1/4HP UH-5(E) 120 V/1P1/4HP UH-6(E) 120 V/1P 1/4HP 'DUH-1(E) STARTER' 6D-6 42" 3D-4 WAP 3D-4 WAP 3D-4 WAP 3D-4 WAP 3D-4 WAP 4D-4 4D-4 4D-4 3D-5 90" 3D-5 90" 4D-4 CC-1 2 2 2 1D-3 1D-3 1D-3 1D-31D-3 1D-3 1D-3AA-30 12"x2"12"x2" (1/EE101b) (1/EE101b) AA-14 AA-18 AA-16 AA-27,29 AA-43,45 1"C., 3#6+1#10G AA-51,53 1"C., 3#6+1#10G AA-26 AA-55,57 1"C., 3#6+1#10G AA-47,49 1"C., 3#6+1#10G AA-31 AA-28 AA-2,4,6 AB-12,14,16 AB-4,6,8 AB-10 AB-25 AB-18,20 AB-24,28 AB-22,26 AB-27 AB-59,61AB-64,66AB-60,62AA-52,54 AA-48,50 AB-71,73 AB-67,69 AB-63,65 3 3 3 12"x2"12"x2"AB-23 AB-30,32 AB-29,31,33 AB-75,77 1"C., 3#6+1#10G AA-21,23 AA-20,22,24 AA-73,75,77 AA-44,46 1"C., 3#6+1#10G AA-12 UH -3 UH -7(E) 120 V/1P 1/6HP AA-71 'DUH-2(E) STARTER' AB-2 AB-48,50,52 UH-2 CP-2 UH -1 AA-69 AA-25 TO EF-6 FOR CONTROL TO EF-7 FOR CONTROL TO EF-4 FOR CONTROL TO EF-5 FOR CONTROL AB-34 TO EF-10 FOR CONTROL BOTTOM OF JOIST OR 18" BELOW CEILING CONDUIT RIGIDLY SUPPORTED TO PREVENT MOVEMENT OUTLET BOX WITH TWIST-LOCK RECEPTACLE RIGIDLY SUPPORTED TO PREVENT MOVEMENT. COORDINATE WITH ARCHITECTURAL / STRUCTURAL DRAWINGS. CORD REEL WITH SWIVEL BASE TYPE SO CORD WITH 50' OF CORD RECEPTACLE TYPE AS INDICATED ON DRAWINGS CONDUIT RIGIDLY SUPPORTED TO PREVENT MOVEMENT OUTLET BOX WITH TWIST-LOCK RECEPTACLE NEMA L5-20R TWIST-LOCK PLUG NEMA L5-20P KELLEM GRIPS (SIZE AS REQUIRED) TYPE 12/2 WITH GROUND SO CORD OUTLET BOX WITH 2 DUPLEX GFCI RECEPTACLES. (1) 20A DUPLEX GFCI RECEPTACLE (1) 20A DUPLEX GFCI RECEPTACLE BOTTOM OF STRUCTURE KELLEM GRIPS (SIZE AS REQUIRED)FIELDVERIFY HEIGHT13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE101a Level 1 - Power/Data Plan - Area 'A' 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 PROVIDE AND INSTALL J-BOX WITH BLANK COVER FOR FUTURE ELECTRIC CAR CHARGING STATION, CAP CONDUCTORS IN BOX. FIELD VERIFY EXACT MTG HEIGHT AND LOCATION WITH OWNER. 2 CONNECTION TO OVERHEAD DOOR MOTOR, COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN. PROVIDE CONDUIT AND CONDUCTORS TO PUSH-BUTTON STATION PER MANUFACTURERS REQUIREMENTS. 3 PROVIDE AND INSTALL NEW WIRE CABLE TRAY SYSTEM; PROVIDE AND INSTALL ALL REQUIRED MOUNTING HARDWARE AND ACCESSORIES FOR A COMPLETE INSTALLATION. REFER TO DETAILS FOR ADDITIONAL INFORMATION. SCALE: 1/8" = 1'-0"1 Level 1 - Power/Data Plan - Area 'A' CORD-DROP SCHEDULE ID DESCRIPTION NOTES CD1 CORD DROP WITH (2) GFCI DUPLEX RECEPTACLES REFER TO CORD DROP DETAIL ON DETAIL SHEET CORD-REEL SCHEDULE ID DESCRIPTION MFG. PART # NOTES CR1 20A, 120V 45FT RETRACTABLE CORD-REEL W/(2) 20A RECPT. & GFCI MODULE HUBBELL-WIRING HBLI45123GF220M1 PROVIDE REQUIRED MTG HARDWARE CR2 45FT RETRACTABLE DROP-LIGHT WITH RECEPTACLE HUBBELL-WIRING HBLC40163FL PROVIDE REQUIRED MTG HARDWARE CR3 50A, 240V HEAVY-DUTY CORD REEL W/WELDER RECEPT. K-H INDUSTRIES RTMH4L-WW-K6K E.C. TO PROVIDE AND INSTALL 50A RECPT. FOR WELDER SHOP EQUIPMENT SCHEDULE ID DESCRIPTION VOLTS PH. HP AMPS PANEL CIRCUIT FEEDER CONNECTION TYPE MTG HEIGHT NOTES A-8 TRANMISSION JACK 120 V 1 N/A 12 A 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 A-11 PARTS WASHER 208 V 3 N/A 40 A AB 79,81,83 1"C.,3#6+1#6G DISC. - 60A/3P VERIFY 1,2,4 A-14 2-POST HOIST 208 V 1 2 12 A 3/4"C.,2#12+1#12G DIRECT VERIFY 1,2 A-A1 AIR COMPRESSOR #1 208 V 3 7.5 23 A AB 68,70,72 1"C.,3#6+1#6G DISC. - 60A/3P VERIFY 1,2,4 A-A2 AIR COMPRESSOR #2 208 V 3 10 32 A AB 74,76,78 1"C.,3#6+1#6G DISC. - 60A/3P VERIFY 1,2,4 AT-6 PHAROS PRINTING STATION 120 V 1 N/A 5 A AA 17 3/4"C.,2#12+1#12G (2) RECPT. NEMA 5-20R 42" AFF 1,2 CC-1 CURING TANK 120 V 1 N/A 5 A AA 31 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) VERIFY 1,2 CS-4 SOIL ASPHALT OVENS 120 V 1 N/A 10 A D 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 CS-10 SLEEVE CLEANER 120 V 1 N/A 10 A D 15 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) AC 1,2 CS-14 SMALL SOIL MIXER 120 V 1 N/A 10 A D 21 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 CS-15 LARGE SOIL MIXER 120 V 1 N/A 10 A D 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 CS-17 ASPHALT GYRATORY COMPACTOR 208 V 1 N/A 12 A D 39,41 3/4"C.,2#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 CS-18 INSTRON TESTING MACHINE 120 V 1 N/A 12 A D 35 3/4"C.,2#10+1#10G RECPT. NEMA L6-20R 42" AFF 1,2 CS-22 VACUUM PUMP 120 V 1 N/A 10 A D 18 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 18" AFF 1,2 CS-24 PRO-LOADER AND TRIAXIAL CELL 120 V 1 N/A 10 A D 17 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) AC 1,2 CS-27 SULFER CAPPING COMPOUND MELTING POT 120 V 1 N/A 10 A H 18 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) AC 1,2 HB-4 TABLE SAW 208 V 1 N/A 20 A H 36,38 3/4"C.,2#10+1#10G 30A/250V RECEPTACLE 42" AFF 1,2 HB-5 BAND SAW 120 V 1 N/A 14 A H 12 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-6 JOINTER 208 V 1 N/A 8 A H 32,34 3/4"C.,2#12+1#12G 20A/250V RECEPTACLE 42" AFF 1,2 HB-7 HORIZONTAL BELT SANDER 208 V 3 N/A 12 A H 31,33,35 3/4"C.,3#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 HB-8 DISC/VERTICAL BELT SANDER 208 V 3 N/A 12 A H 37,39,41 3/4"C.,3#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 HB-9 DRILL PRESS 120 V 1 N/A 8 A H 10 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-10 PANEL SAW 120 V 1 N/A 10 A H 8 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-12 METAL ABRASIVE CHOP SAW 120 V 1 N/A 12 A H 22 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-14 TILE SAW 120 V 1 N/A 10 A H 20 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-15 TABLE SAW DUST COLLECTOR 120 V 1 N/A 12 A H 16 3/4"C.,2#12+1#12G DIRECT VERIFY 1,2 HB-18 MASONRY SAW 208 V 1 N/A 12 A H 40,42 3/4"C.,2#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 HB-19 CONCRETE COMPRESSION TESTER 120 V 1 N/A 10 A H 24 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 ST-4 CONCRETE MIXER 120 V 1 N/A 10 A H 14 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 SPECIAL NOTES: • ALL WIRING METHODS AND DEVICES LOCATED IN SHOP AND AREAS OPEN TO THE SHOP SHALL CONFORM TO NEC ARTICLE 511 AND SECTION 501.15. • ALL SURFACE RACEWAY INSTALLED BELOW 6'-0" AFF SHALL BE RIGID GALVANIZED STEEL CONDUIT. • PROVIDE AND INSTALL CONDUIT SEAL-OFFS TO COMPLY WITH NEC SECTION 511, 501.15 AND LOCAL AHJ. • WHERE PANELS ARE INSTALLED IN SHOP AREA, INSTALLATION SHALL BE IN COMPLIANCE WITH NEC ARCTICAL 511, SECTION 501.15, SECTION 240.24(A) AND LOCAL AHJ REQUIREMENTS. • ALL UNDERGROUND CONDUITS INSTALLED IN SHOP/LNG BAY AREAS SHALL BE INSTALLED IN COMPLIANCE WITH NEC ARTICLE 511 AND SECTION 501.15. 1. COORDINATE CONNECTION REQUIREMENTS WITH EQUIPMENT PRIOR TO ROUGH-IN. 2. FIELD VERIFY CONNECTION AND ROUGH-IN LOCATION WITH OWNER/EQUIPMENT SUPPLIER. 3. MOUNT RECEPTACLE AT 42"AFF. 4. E.C. SHALL PROVIDE LOCAL DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED. IF FUSED DISCONNECT IS SPECIFIED FOR EQUIPMENT, FUSE PER EQUIPMENT NAMEPLATE RATING. EQUIPMENT SCHEDULE NOTES: 16'8'0" NORTH SCALE: NONEACORD REEL DETAIL SCALE: NONEBCORD DROP DETAIL - 120V J CD1 J CD1 J CD1 J CD1 J CD1 J CD1 MM T J CD1 J CD1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 J CR1 AV (E) (E) J (E) J CD1 J CD1 F FM MM T MM T TVRN/SN/RN/RN/S TVS J CR1 CAMCAM CAM CAM CAMCAM CAMCAMCAM F F F F CR CRCR F F F CRF F F F F F F F FF F F FF F F F DC F CR S S RT-7 S RT-6 SFC-4S RT-8 S FC-8 SFC-9S FC-7 MM T FLOOR KEY PLAN A B 2 3 4 5 6 7 C 1 8 D E AC AC 'C''H' 'A''G' HIGH BAY SHOP 137 CM / CE LAB 132 VESTIBULE 101 BREAK ROOM 130 OFFICE 129 OFFICE 128 OFFICE 127 FIRE RISER 132B CURING CLOSET 137B CM/CE TOOL ROOM 132A STUDENT COLLABORATION 136 CORRIDOR 139 I.T. 135 OFFICE 133 OFFICE 134 CUSTODIAL 138A WOMEN'S 117 MEN'S 115 JANITOR 116 OFFICE 121 OFFICE 124 OFFICE 122 OFFICE 123 OFFICE 119 OFFICE 120 OFFICE 125 CORRIDOR 118 CORRIDOR 131 SEATING 126 OFFICE (N.I.C.) 109 OFFICE (N.I.C.) 108 OFFICE (N.I.C.) 107 OFFICE (N.I.C.) 106 CONFRENCE ROOM (N.I.C.) 114 RECEPTION 102 OFFICE 104 OFFICE (N.I.C.) 105 OFFICE 110 OPEN OFFICE 111 OFFICE 112 CORRIDOR 103 CONCRETE TOOLS 137A CM TOOL STORAGE 137C 2D-3 2D-3 2D-3 2D-3 2D-3 2D-3 4D-4 3D-4 4D-5 'B' 'W''D' 'IT' 42" 42"42"42" 42" 42" 42" 42" 42" 42" 1 HB-7HB-8 HB-6 HB-15 42" HB-10 HB-5 HB-9 HB-14 HB-12 HB-4 2D-3 3D-4 WAP 3D-4 3D-4 WAP 3D-4 WAP 42"42" CS-18 CS-17 AC AC EF-1 AC 42"42" DU H-1(E) 208 V/3P 3/4HP 'DUH-1(E) STARTER' UH -1(E) 120 V/1P1/4HP UH-2(E) 120 V/1P 1/4HP 2D-3 ACAC AC 2D-3 AC AC AC 2D-3 3D-5 90" 6D-6 2 2 2D-3 2D-3 4D-4 4D-5 2D-3 2D-3 2D-3 2D-3 2D-3 3 3D-4 WAP 2D-3 2D-3 2D-3 2D-3 2D-3 2D-3 2D-32D-3 2D-3 2D-3 3D-4 WAP 3D-4 WAP 3D-4 WAP 3D-4 WAP 3D-4 WAP 2D-3 2D-3 2D-3 2D-3 3D-5 72" 3D-4 WAP AC AC AC 2D-3 AC CS-10 AC CS-15 CS-14 CS-4 CS-4 AC CS-15 CS-15 AC AC AC AC 42"42" CS-22 CS-24 CS-27 HB-19 42" 42" 42"42"42"42"42"42" ST-4 42"42"42" HB-18 4 EE101b 3 1D-3 1D-3 1D-3 1D-3 1D-3 1D-3 1D-3 1D-3 1D-3 6 6 A-1 A-3 G-34 G-9 H-6 B-13 12"x2" 12"x2"12"x2"12"x2"12"x2"7 7 7 (1/EE101a) (1/EE101a) WP H-26,28,30 H-1,3,5 H-11 H-13 H-15 H-7 H-9 C-4 H-4 H-17 H-19 C-2 C-18 C-12,14,16 C-6,8,10 H-2 9 C-13,15 C-17,19 D-12D-10 D-2,4,6 D-16 D-14 D-8 D-26 D-24 B-15 B-18 B-12,14,16 B-8,10 B-19,21,23 B-2,4,6 B-17 TO EF-3 FOR CONTROL EF-8 CONTROL H-1 FC-2A FC-3A TO EF-9 FOR CONTROL SNOWMELT MANIFOLD BY M.C. 11 TP-1 12 1 D EXISTING INCOMING COPPER AND FIBER OPTIC COMM. CABLING FROM CAMPUS VAULTS'M' 'E''P' 'Z''X'NEW SINGLE-MODE FIBER TO NEW IT ROOM 3D-4 5CP-1 'SIDEWALK HT' SNOW MELT CONTROLLER P-5 I.T. 135 'IT'FC-1A L6-30R L6-30R L6-30R L6-30R IT-6,8#10's IT-2,4#10's IT-14,16#10's IT-10,12#10's IT-13,15 IT-17,19 8 GND BAR 10 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE101b Level 1 - Power/Data Plan - Area 'B' 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 EXISTING PANEL 'B' TO BE REMOVED AND REPLACES WITH J-BOX; DISCONNECT AND MAINTAIN EXISTING FEEDER. PROVIDE AND INSTALL NEW FLUSH MOUNTED J-BOX WITH FLUSH MOUNTED COVER TO SPLICE AND EXTEND EXISTING FEEDER TO NEW PANEL 'B' LOCATION. J-BOX SHALL BE INSTALLED IN EXISTING WALL FACING INTO EXISTING CONF. ROOM. EXTEND NEW FEEDER TO NEW PANEL AS INDICATED. 2 PROVIDE AND INSTALL 10FT OF PLUG MOLD ABOVE FIRST SHELF. (2) HUBBELL #PT205115 MOUNTED END TO END. PROVIDE ALL COMPONENTS FOR A COMPLETE INSTALLATION. SPACE RECEPTACLES 6" ON CENTER. 3 E.C. SHALL PROVIDE AND INSTALL NEW POWER AND DATA IN PURCHASING AREA AT LOCATIONS SHOWN; PROVIDE ALL REQUIRED CUTTING AND PATCHING OF EXISTING WALLS AND ROUTING ABOVE EXISTING ACCESSIBLE CEILING SPACE OR TUNNEL SPACES AS NEEDED. FIELD VERIFY ROUTING OF ALL NEW DATA CABLING AND POWER. 4 CONNECTION TO OVERHEAD DOOR MOTOR, COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN. PROVIDE CONDUIT AND CONDUCTORS TO PUSH-BUTTON STATION PER MANUFACTURERS REQUIREMENTS. 5 E.C. SHALL SPLICE AND EXTEND EXISTING 48-STRAND SINGLE-MODE FIBER OPTIC CABLE AND EXTEND TO NEW IT ROOM AND TERMINATE IN RACK PER BYU-I STANDARDS. FIBER OPTIC CABLE SHALL BE INSTALLED IN INNER-DUCT AND ROUTED TO NEW IT ROOM AS REQUIRED. FIELD VERIFY ROUTING. 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 NEW WIRE CABLE TRAY SYSTEM; PROVIDE AND INSTALL ALL REQUIRED MOUNTING HARDWARE AND ACCESSORIES FOR A COMPLETE INSTALLATION. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 8 PROVIDE AND INSTALL (4) 30A/240V TWIST-LOCK RECEPT. AS INDICATED; FIELD VERIFY MOUNTING LOCATION WITH BYU-I IT DEPT. PRIOR TO ROUGH-IN. 9 EXISTING PULLBOX AND ASSOCIATED FEEDER FOR EXISITNG PANEL TO REMAIN ACTIVE. FIELD LOCATE AND PROTECT DURING CONSTRUCTION. CONTRACTOR SHALL DISCONNECTE EXISTING MOUNTING AND SUPPORT FOR REMOVAL OF STAIRCASE AND RESUPPORT FROM NEW WING WALL. 10 PROVIDE AND INSTALL GROUND BAR(S) AS PER BYU-I CABLE STANDARD. PROVIDE AND INSTALL (1) 1"C WITH 1#6 GND TO BLDG GROUND SYSTEM LOCATED NEXT TO PANEL 'M', FIELD VERIFY LOCATION. 11 E.C. SHALL PROVIDE AND INSTALL 1"C FROM SNOWMELT MANIFOLD BOX TO SNOW MELT CONTROL PANEL LOCATED IN LEVEL 0 ELEC. ROOM. ROUTE CONDUIT THRU EXISTING TUNNEL WITH PIPING; COORDINATE WITH M.C. PROVIDE CONDUCTORS AS DIRECTED BY M.C. SEE MECH. DRAWINGS M302. 12 PROVIDE 120V POWER TO TRAP-PRIMER FROM NEAREST RECEPTACLE CIRCUIT; COORDINATE EXACT LOCATION WITH M.C. PRIOR TO ROUGH-IN; SEE P301 FOR DETAIL. SCALE: 1/8" = 1'-0"1 Level 1 - Power/Data Plan - Area 'B' 16'8'0" NORTH SCALE: 1/8" = 1'-0"2 Level 0 - Power/Data Plan SHOP EQUIPMENT SCHEDULE ID DESCRIPTION VOLTS PH. HP AMPS PANEL CIRCUIT FEEDER CONNECTION TYPE MTG HEIGHT NOTES A-8 TRANMISSION JACK 120 V 1 N/A 12 A 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 A-11 PARTS WASHER 208 V 3 N/A 40 A AB 79,81,83 1"C.,3#6+1#6G DISC. - 60A/3P VERIFY 1,2,4 A-14 2-POST HOIST 208 V 1 2 12 A 3/4"C.,2#12+1#12G DIRECT VERIFY 1,2 A-A1 AIR COMPRESSOR #1 208 V 3 7.5 23 A AB 68,70,72 1"C.,3#6+1#6G DISC. - 60A/3P VERIFY 1,2,4 A-A2 AIR COMPRESSOR #2 208 V 3 10 32 A AB 74,76,78 1"C.,3#6+1#6G DISC. - 60A/3P VERIFY 1,2,4 AT-6 PHAROS PRINTING STATION 120 V 1 N/A 5 A AA 17 3/4"C.,2#12+1#12G (2) RECPT. NEMA 5-20R 42" AFF 1,2 CC-1 CURING TANK 120 V 1 N/A 5 A AA 31 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) VERIFY 1,2 CS-4 SOIL ASPHALT OVENS 120 V 1 N/A 10 A D 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 CS-10 SLEEVE CLEANER 120 V 1 N/A 10 A D 15 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) AC 1,2 CS-14 SMALL SOIL MIXER 120 V 1 N/A 10 A D 21 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 CS-15 LARGE SOIL MIXER 120 V 1 N/A 10 A D 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 CS-17 ASPHALT GYRATORY COMPACTOR 208 V 1 N/A 12 A D 39,41 3/4"C.,2#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 CS-18 INSTRON TESTING MACHINE 120 V 1 N/A 12 A D 35 3/4"C.,2#10+1#10G RECPT. NEMA L6-20R 42" AFF 1,2 CS-22 VACUUM PUMP 120 V 1 N/A 10 A D 18 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 18" AFF 1,2 CS-24 PRO-LOADER AND TRIAXIAL CELL 120 V 1 N/A 10 A D 17 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) AC 1,2 CS-27 SULFER CAPPING COMPOUND MELTING POT 120 V 1 N/A 10 A H 18 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) AC 1,2 HB-4 TABLE SAW 208 V 1 N/A 20 A H 36,38 3/4"C.,2#10+1#10G 30A/250V RECEPTACLE 42" AFF 1,2 HB-5 BAND SAW 120 V 1 N/A 14 A H 12 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-6 JOINTER 208 V 1 N/A 8 A H 32,34 3/4"C.,2#12+1#12G 20A/250V RECEPTACLE 42" AFF 1,2 HB-7 HORIZONTAL BELT SANDER 208 V 3 N/A 12 A H 31,33,35 3/4"C.,3#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 HB-8 DISC/VERTICAL BELT SANDER 208 V 3 N/A 12 A H 37,39,41 3/4"C.,3#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 HB-9 DRILL PRESS 120 V 1 N/A 8 A H 10 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-10 PANEL SAW 120 V 1 N/A 10 A H 8 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-12 METAL ABRASIVE CHOP SAW 120 V 1 N/A 12 A H 22 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-14 TILE SAW 120 V 1 N/A 10 A H 20 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 HB-15 TABLE SAW DUST COLLECTOR 120 V 1 N/A 12 A H 16 3/4"C.,2#12+1#12G DIRECT VERIFY 1,2 HB-18 MASONRY SAW 208 V 1 N/A 12 A H 40,42 3/4"C.,2#12+1#12G RECPT. NEMA L6-20R 42" AFF 1,2 HB-19 CONCRETE COMPRESSION TESTER 120 V 1 N/A 10 A H 24 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 ST-4 CONCRETE MIXER 120 V 1 N/A 10 A H 14 3/4"C.,2#12+1#12G RECPT. NEMA 5-20R (GFCI) 42" AFF 1,2 1. COORDINATE CONNECTION REQUIREMENTS WITH EQUIPMENT PRIOR TO ROUGH-IN. 2. FIELD VERIFY CONNECTION AND ROUGH-IN LOCATION WITH OWNER/EQUIPMENT SUPPLIER. 3. MOUNT RECEPTACLE AT 42"AFF. 4. E.C. SHALL PROVIDE LOCAL DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED. IF FUSED DISCONNECT IS SPECIFIED FOR EQUIPMENT, FUSE PER EQUIPMENT NAMEPLATE RATING. EQUIPMENT SCHEDULE NOTES: CORD-DROP SCHEDULE ID DESCRIPTION NOTES CD1 CORD DROP WITH (2) GFCI DUPLEX RECEPTACLES REFER TO CORD DROP DETAIL ON DETAIL SHEET CORD-REEL SCHEDULE ID DESCRIPTION MFG. PART # NOTES CR1 20A, 120V 45FT RETRACTABLE CORD-REEL W/(2) 20A RECPT. & GFCI MODULE HUBBELL-WIRING HBLI45123GF220M1 PROVIDE REQUIRED MTG HARDWARE CR2 45FT RETRACTABLE DROP-LIGHT WITH RECEPTACLE HUBBELL-WIRING HBLC40163FL PROVIDE REQUIRED MTG HARDWARE CR3 50A, 240V HEAVY-DUTY CORD REEL W/WELDER RECEPT. K-H INDUSTRIES RTMH4L-WW-K6K E.C. TO PROVIDE AND INSTALL 50A RECPT. FOR WELDER SCALE: 1/4" = 1'-0"3 Enlarged Plan - IT Room MECHANICAL - EXHAUST FAN SCHEDULE ID # VOLTS PH. HP WATTS PANEL CIRCUIT FEEDER CONTROL DISCONNECT TYPE DISCONNECT SIZE NOTES EF 1 120 V 1 87 W B 15 3/4"C.,2#12+1#12G WALL TIMER SWITCH N/A 0 A EF 2 120 V 1 1/4 W 18 3/4"C.,2#12+1#12G POWER-LINK TIME-CLOCK 3R 30 A 3 EF 3 120 V 1 1/4 C 20 3/4"C.,2#12+1#12G WALL SWITCH 3R 30 A 3 EF 4 208 V 3 3 AB 53,55,57 3/4"C.,3#12+1#12G VFD/SWITCH FUSED/3R 30 A 2,6 EF 5 208 V 3 3 AA 62,64,66 3/4"C.,3#12+1#12G VFD/SWITCH FUSED/3R 30 A 2,6 EF 6 208 V 3 2 AA 68,70,72 3/4"C.,3#12+1#12G VFD/SWITCH FUSED/3R 30 A 2,6 EF 7 208 V 3 2 AB 54,56,58 3/4"C.,3#12+1#12G VFD/SWITCH FUSED/3R 30 A 2,6 EF 8 120 V 1 1/4 C 22 3/4"C.,2#12+1#12G SWITCH ON HOOD 3R 30 A 3 EF 9 120 V 1 1/4 D 28 3/4"C.,2#12+1#12G WALL SWITCH 3R 30 A 3 EF 10 120 V 1 1/4 AB 36 3/4"C.,2#12+1#12G WALL SWITCH 3R 30 A 3 MECHANICAL - HUMIDIFIER SCHEDULE ID # VOLTS PH. KW PANEL CIRCUIT FEEDER DISCONNECT SIZE DISCONNECT TYPE NOTES H 1 208 V 3 10 kW C 32,34,36 1"C.,2#8+1#8G 30 A FUSED/3R 2 1. CIRCUIT FAN WITH ROOM LTG CIRCUIT AND CONTROL WITH ROOM LIGHTING. 2. 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. 3. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT; SWITCH RATING SHALL NOT BE LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT. 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. EQUIPMENT PROVIDED WITH VFD; VFD BY M.C. AND CONNECTED AND INSTALLED BY E.C. COORDINATE WITH M.C PRIOR TO ROUGH-IN. 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. 8. PROVIDE AND INSTALL NEW 30A/2P BREAKER IN EXISTING SQ. D NQ PANELBOARD. MECHANICAL SCHEDULE NOTES: M MM T M MM T M M M MM T MM T J MM T MM T 2 3 4 5 6 7 B C 1 8 A D E (ON ROOF) RT-9 (ON ROOF) A H-1 (ON ROOF) FC-1B (ON ROOF) E F-3 (ON ROOF) E F-4 (ON ROOF) EF-2 (ON ROOF) RT-8(E) (ON ROOF) EF-6 (ON ROOF) EF-7 WP CONNECT TO NEAREST 120V CRKT WP 2 CONNECT TO NEAREST 120V RECPT. CRKT. 3 4 4 4 4 4 4 4 (ON ROOF) EF-5 (ON ROOF) EF-8 (ON ROOF) FC-2B (ON ROOF) FC-3B WP 2 CONNECT TO NEAREST 120V RECPT. CRKT. (ON ROOF) EF-9 5 6 W-20 5 (9/EE603) (ON ROOF) EF-10 (ON ROOF) CU -1 5 6 C D 'FC' 'AC' MECH 202 1 1 CP-3 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE102 Level 2 & Roof - Electrical Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 PROVIDE AND INSTALL (3) 4" CONDUIT SLEEVES FROM "MECH RM 201" TO "IT RM 135" AND FROM "MECH RM 201" TO BASKET TRAY IN "SHOP 138" FOR ROUTING LOW VOLTAGE CABLING. TERMINATE WITH INSULATED THROAT BUSHINGS, FIELD LOCATE TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. 2 RECEPTACLE MOUNTED TO HVAC UNIT, COORDINATE MOUNTING WITH M.C. PRIOR TO ROUGH-IN. 3 EXISTING ROOFTOP UNIT TO BE RECIRCUITED AS INDICATED ON NEW DRAWINGS; FIELD COORDINATE ROUTING OF NEW CIRCUIT WITH NEW CONSTRUCTION. 4 EXISTING ROOFTOP UNIT TO REMAIN ACTIVE; LOCATE AND PROTECT EXISTING CIRCUITING AS REQUIRED TO MAINTAIN FUNCTIONALITY. 5 CIRCUIT TO EXISTING POWER-LINK PANEL INDICATED, PROVIDE AND INSTALL NEW 20A/1P POWER-LINK CIRCUIT BREAKER IN PANEL. COORDINATE PROGRAMMING WITH BYU-I ELECTRICAL SHOP. 6 PROVIDE HEAT TRACING OF ROOF AND OVERFLOW DRAINS. COIL HEAT TAPE AROUND ROOF AND OVERFLOW DRAINS AND EXTEND INTO 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 COMPETE INSTALLATION INCLUDING BUT NOT LIMITED TO: POWER CONNECTOR, JUNCTION BOX, CABLE END SEALS, CABLE SUPPORT CLIPS, ETC. COORDINATE ALL ROOF PENETRATIONS WITH ROOF CONTRACTOR TO PROVIDE PROPER FLASHING AND SEALING OF PENETRATIONS. UTILIZE GFEPD TYPE CIRCUIT BREAKERS FOR ALL HEAT TRACE CIRCUITS. SCALE: 1/8" = 1'-0"1 Electrical Roof Plan 16'8'0" NORTH MECHANICAL - AIR HANDLER SCHEDULE ID # VOLTS PH. MCA MOCP PANEL CIRCUIT FEEDER DISCONNECT SIZE DISCONNECT TYPE NOTES AH 1 208 V 3 8 A 15 A AB 38,40,42 3/4"C.,3#12+1#12G 30 A FUSED/3R 2,6 MECHANICAL - SPLIT A/C UNIT SCHEDULE ID # VOLTS PH. MCA PANEL CIRCUIT FEEDER DISCONNECT TYPE DISCONNECT SIZE NOTES INDOOR UNIT FC 1A 208 V 1 1 A PER MANUFACTURER N/A 0 A 5 FC 2A 208 V 1 1 A PER MANUFACTURER N/A 0 A 5 FC 3A 208 V 1 1 A PER MANUFACTURER N/A 0 A 5 OUTDOOR UNIT FC 1B 208 V 1 25 A IT 22,24 3/4"C.2#10+1#10G 3R 30 A 2,5 FC 2B 208 V 1 25 A AC 31,33 3/4"C.2#10+1#10G 3R 30 A 2,5,8 FC 3B 208 V 1 25 A AC 35,37 3/4"C.2#10+1#10G 3R 30 A 2,5,8 1. CIRCUIT FAN WITH ROOM LTG CIRCUIT AND CONTROL WITH ROOM LIGHTING. 2. 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. 3. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT; SWITCH RATING SHALL NOT BE LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT. 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. EQUIPMENT PROVIDED WITH VFD; VFD BY M.C. AND CONNECTED AND INSTALLED BY E.C. COORDINATE WITH M.C PRIOR TO ROUGH-IN. 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. 8. PROVIDE AND INSTALL NEW 30A/2P BREAKER IN EXISTING SQ. D NQ PANELBOARD. MECHANICAL SCHEDULE NOTES: MECHANICAL - ROOFTOP UNIT SCHEDULE ID # VOLTS PH. MCA MOCP PANEL CIRCUIT FEEDER DISCONNECT SIZE DISCONNECT TYPE NOTES RT 8(E) 208 V 3 99 A 125 A Z 2,4,6 1 1/2"C.,3#1+1#6G 200 A EXISTING RT 9 208 V 3 23 A 30 A AA 74,76,78 3/4"C.,3#10+1#10G 30 A 3R 2 SCALE: 1/8" = 1'-0"2 Level 2 - Power/Data Plan MECHANICAL - CIRCULATING PUMP SCHEDULE ID # VOLTS PH. HP FLA PANEL CIRCUIT FEEDER NOTES CP 1 120 V 1 1/4 6 A P 3 3/4"C.,2#12+1#12G 3 CP 2 120 V 1 (2) 1/2 16 A AB 51 1"C.,2#8+1#8G CP 3 120 V 1 1/4 6 A AC 1 3/4"C.,2#12+1#12G 3 MECHANICAL - CONDENSING UNIT SCHEDULE ID # VOLTS PH. MCA MOCP PANEL CIRCUIT FEEDER DISCONNECT SIZE DISCONNECT TYPE NOTES CU 1 208 V 1 31 A 50 A AB 44,46 1"C.,2#6+1#6G 60 A 3R 2 WP1WP1S CD2 nDCnDCnDC nDC nDC nDC nDC nDC nDC nDCnDCnDCSnD1SnD1SnD1S nD1 S nD1 S nD1SnD1 S nD1 S nD1 S nD1 S nD1 S nD1 SnD1 S nD1 S nD1 S nD1 SnD1nDSnD1 S nD1 S nD1 SnD1 S nD1SnD1 n1n2D S CD2 S CD2 S CD2 SnD1 S CD2 SCD2 S nD1 SnD1SCD2 S nD1 SnD1 n1 n1n1 n1n4 n4 n4n4 n4n4n1n2D WP1 nDS nD1 SnD1nDWP R nR1 R nR1 S nD1 R nR1 R nR2 R nRER R nR2 R nRER nDC S nD1 S CPC 2 3 4 5 6 7 B C 1 8 A D E (TYP)F3 (TYP)F1 (TYP)F1 (TYP)F1 (TYP)F2 (TYP)F3n F3nE F3nE FX1 FX1 (TYP)F1 (TYP)F2n (TYP)F2n F3nE FX1 FX1 FX1 FX1 FX1 F1 FX1 FX1 F3nE (TYP)F7 (TYP)F3n (TYP)F2n (TYP)F2n (TYP)F2n F3nEF3nE F3nE F3nE (TYP)F2n (TYP)F2n (TYP)F2n (TYP)F2n F3nE (TYP)F3n (TYP)F2n (TYP)F2n (TYP)F2n F7E F7E F3n F3n ENGINES LAB 143 AUTO STORAGE 142 CE STORAGE 140 AUTOMOTIVE SHOP 138 HIGH BAY SHOP 137 CM / CE LAB 132 VESTIBULE 101 AUTO TOOL ROOM 138B BREAK ROOM 130 OFFICE 129 OFFICE 128 OFFICE 127 FIRE RISER 132B CURING CLOSET 137B CM/CE TOOL ROOM 132A STUDENT COLLABORATION 136 CORRIDOR 139 I.T. 135 OFFICE 133 OFFICE 134 CUSTODIAL 138A MECH 141 WOMEN'S 117 MEN'S 115 OFFICE 121 OFFICE 124 OFFICE 122 OFFICE 123 OFFICE 119 OFFICE 120 OFFICE 125 CORRIDOR 118 CORRIDOR 131 OFFICE (N.I.C.) 109 OFFICE (N.I.C.) 108 OFFICE (N.I.C.) 107 OFFICE (N.I.C.) 106 CONFRENCE ROOM (N.I.C.) 114 RECEPTION 102 OFFICE 104 OFFICE (N.I.C.) 105 OFFICE 110 OPEN OFFICE 111 OFFICE 112 CORRIDOR 103 CONCRETE TOOLS 137A CM TOOL STORAGE 137C (TYP)F1 'B' F3 1 F3F3F3 1 F3 F3 F3 F3 F3 1 F3 F3 F3 F3 F3 F3 1 F1F3F3F3F3F3F3F3F3F3F3F3F3F3 1 1 (TYP)F1n F1 F1 TOOL BOX STORAGE 138C 2 2 (TYP)F7 FE1 12' -0" (TYP)F3 (TYP)F4 FX1 FX1LIGHTING IN PURCHASING AREA TO REMAIN ACTIVE (UNLESS NOTED OTHERWISE) LOCATE, PROTECT AND MAINTAIN FUNCTIONALITY DURING CONSTRUCTION (TYP)F83 F7E (TYP)F7 F7E (TYP)F7 (TYP)F4 'H''C''W' 4 5 5 FX1 X-29 (TYP)F4 (TYP)F4 'AB' SEE DETAIL (5/EE603) AB-5 SEE DETAIL (6/EE603) AB-7 'AA' AA-5 TO LEVEL 2 LIGHTING PLAN (TYP)F1 F3 C-3 SEE DETAIL (6/EE603) SEE DETAIL (6/EE603)SEE DETAIL (6/EE603) 'IT' FROM LTG ABOVE (A/EE131) (A/EE131) (TYP)F3n B-1 B-1 B-1 B-1 (5/EE603)(5/EE603)(5/EE603)(5/EE603) (5/EE603)(5/EE603) (5/EE603) (5/EE603)(5/EE603)(5/EE603)(5/EE603) B-1 B-1B-1 B-1B-1B-1B-1 SEE DETAIL (6/EE603) SEE DETAIL (6/EE603) B-3 F3nEF3n F3n (TYP)F2n (5/EE603)(5/EE603) 6 (5/EE603) 6 6 6 (5/EE603) IT-5 (5/EE603) (5/EE603) B-5 B-5 B-5 B-5 IT-5 IT-5 B-5 IT-5 (5/EE603) (5/EE603) (5/EE603) (5/EE603) (5/EE603) IT-5B-5 IT-5 B-5 B-5 IT-5 IT-5 IT-5 B-5 IT-5 IT-5 B-1 B-3 B-3 7 (TYP)F4 1/2"C FIXTURE SUPPORT BAR BY G.C ELEC. BOX MOUNTED TO SUPPORT BAR (TYP OF 3) 12/3 SO CORD WITH PLUG RECPT. MOUNTED FLUSH IN WALL CONTROLLED BY LIGHTING CONTROLS IN ROOM 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE131 Level 1 - Lighting Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 A CONTINUOUS RUN OF UNISTRUT CHANNEL SUSPENDED FROM STRUCTURE WITH ALL-THREAD 8FT AFF FOR MOUNTING OF STRIP LIGHTS ABOVE BENCH AREA; FIELD COORDINATE MOUNTING WITH OWNER AND OTHER TRADES. 2 EXISTING LIGHTING TO REMAIN ACTIVE, LOCATE AND PROTECT DURING CONSTRUCTION. 3 E.C. SHALL SUSPEND LIGHT FIXTURES FROM STRUCTURE IN BETWEEN SLAT CEILING SYSTEM; BOTTOM OF FIXTURE SHALL BE EVEN WITH CEILING SYSTEM. FIELD COORDINATE SUSPENSION LENGTH WITH CEILING SYSTEM. 4 RECONNECT SWITCHES TO EXISTING LIGHTING/CONTROLS TO MAINTAIN ORIGINAL FUNCTIONALITY. 5 PROVIDE CONNECTION TO SKY-LIGHT ACTUATOR; COORDINATE CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. UTILIZE NEARES 120V UNSWITCHED CIRCUIT. 6 UTILIZED EXISTING LIGHTING CIRCUIT IN AREA FOR NEW LIGHTING AND CONTROLS; FIELD VERIFY HOMERUN LOCATION. 7 LIGHTING IN VESTIBULE SHALL BE CONTROLLED VIA DAYLIGHTING PHOTO SENSOR; PROVIDE UNSWITCH POWER TO SENSOR AND REQUIRED CONTROLS TO FIXTURE(S). SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan 16'8'0" NORTH SCALE: 1/4" = 1'-0"A Student Table Ltg Detail S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 WP1 R nR2 R nR2 R nR2 S nPH1SnPH1SnPH1 S nPH1 S nPH1 S nPH1 S nPH1 R nR2 S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 S nPH1 R nR2 R nR2 R nR2 SCD2 S CD2 R nRER R nRER R nR2 R nRER R nRER MM T 2 3 4 5 6 7 B C 1 8 A D (TYP)F1 (TYP)F5(e)(TYP)F5(e) F6E F6E F6E F6E F6EF6EF6EF6EF6E F5EF5E F5E F5E F5E F5E F5E F5E F5E F5E (TYP)F6 (TYP)F6 (TYP)F6 (TYP)F5(e) (TYP)F5(e)(TYP)F5(e) (TYP)F5(e) AB-1AB-3 AA-1 C-3 C-1 D-1 AA-3 FE2 FE2 FE2 FE2 FE2 1 FE1 12' -0" FE1 12' -0" FE1 12' -0" FE1 12' -0" FE1 12' -0" FE1 12' -0" F8E F8E (TYP)F8 F8 F1 F1 X-29 FE1 12' -0" FE1 12' -0" FE1 12' -0" TO LEVEL 1 LIGHTING PLAN TO SWITCH BELOW SEE DETAIL (6/EE603) SEE DETAIL (6/EE603) SEE DETAIL (6/EE603) 2 2 IT-1 C-5 SEE DETAIL (6/EE603) MECH 202 CM / CE LAB 132 CE/CM STORAGE MEZZANINE 203 AUTOMOTIVE SHOP 138 HIGH BAY SHOP 137 STUDENT COLLABORATION 145 AUTO TOOL ROOM 146 SEE DETAIL (6/EE603) IT-3 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE132 Level 2 - Lighting Plan 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents 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 CONNECT TO EXISTING EXTERIOR LIGHTING CIRCUIT, FIELD VERIFY. 2 CONNECT OCCUPANCY SENSORS IN STAIRWELL IN PARALLEL SO THAT ANY OCC. SENSOR WILL TURN ON ALL STAIRWELL LIGHTING. NORTH SCALE: 1/8" = 1'-0"1 Level 2 - Lighting Plan 16'8'0" LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTAGE WATTS LUMENS COLOR TEMP.(K) MFGR. CATALOG # NOTES EXTERIOR FE1 EXTERIOR LED WALL PACK WALL AS INDICATED 120-277 50 W 6500 4000 LITHONIA ARC2 LED-P5-40K-MVOLT-DDBXD FE2 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 35 W 3000 4000 LITHONIA LDN6-40/30-LO6AR-LSS-MVOLT-EZ10 FE3 AREA POLE LIGHT, DOUBLE-HEAD, TYPE 4 DIST. 30FT POLE (SEE DETAIL) MVOLT 250 W 14,182 4000 LITHONIA HEAD: (2) DSX1 LED-P4-40K-T4M-MVOLT-SPA-DDBXD POLE: SSS-30-4G-DM28AS-DDBXD INTERIOR F1 4FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 30 W 4000 4000 LITHONIA CLX-L48-4000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI F2 4FT LED VAPOR TIGHT, WET LOCATION SURFACE 120-277 30 W 4000 4000 LITHONIA VAP-4000LM-FST-MD-MVOLT-GZ10-40K-80CRI F3 8FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 50 W 8000 4000 LITHONIA CLX-L96-8000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI F4 INDUSTRIAL CAGE PENDANT FIXTURE, 4FT CORD PENDANT 120 40 W LED EDISON LAMP BY E.C. 3500 ANP LTG SPF-GUP121-MB-BLC-41(BLACK) F5(e) RELOCATED HIGH-BAY LED, PROVIDE NEW AIRCRAFT CABLE SUSPENSION KIT SUSPENDED 14'-6" AFF MVOLT 50 W 8,000 4000 LITHONIA IBGACVH 1,4 F5E HIGH-BAY LED, GENERAL DIST. CLEAR POLYCARBONATE LENS, AIRCRAFT CABLE SUSPENSION, EM GENERATOR CRKT SUSPENDED 14'-6" AFF MVOLT 50 W 8,000 4000 LITHONIA IBG-8000LM-SEF-AFL-GND-MVOLT-0Z10-40K-80CRI-IBGACVH 1 F6 HIGH-BAY LED, GENERAL DIST. CLEAR POLYCARBONATE LENS, AIRCRAFT CABLE SUSPENSION SUSPENDED 14'-6" AFF MVOLT 80 W 12,000 4000 LITHONIA IBG-12000LM-SEF-AFL-GND-MVOLT-GZ10-40K-80CRI-IBGACVH 1 F6E HIGH-BAY LED, GENERAL DIST. CLEAR POLYCARBONATE LENS, AIRCRAFT CABLE SUSPENSION, EM GENERATOR CRKT SUSPENDED 14'-6" AFF MVOLT 80 W 12,000 4000 LITHONIA IBG-12000LM-SEF-AFL-GND-MVOLT-0Z10-40K-80CR-IBGACVH 1 F7 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 25 W 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10 1 F7E 6" ROUND RECESSED LED CAN, 0-10V DIMMING, EM. GENERATOR CRKT RECESSED 120-277 25 W 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10 1 F8 SUSPENDED DIRECT LINEAR LED, 4" APERTURE. LENGHT PER DWG'S SUSPENDED 12FT AFF 120-277 70 W 450LM/FT 40000 ALW LIGHTING SP4S-S**-LOW/80/4000K-0/10V/1%-CR/S-N-N-N-N-N-N-N-SCBA-UNV- COMBO 1 F8E SUSPENDED DIRECT LINEAR LED, 4" APERTURE. LENGHT PER DWG'S, EM GENERATOR CRKT SUSPENDED 12FT AFF 120-277 70 W 450LM/FT 40000 ALW LIGHTING SP4S-S**-LOW/80/4000K-0/10V/1%-CR/S-N-N-N-N-N-N-N-SCBA-UNV- COMBO 1 LIFE SAFETY FX1 EXIT SIGN ,THERMOPLASTIC, GREEN LED, SINGLE/DOUBLE FACE WALL OR CEILING 120-277 2 W N/A N/A LITHONIA LQM-S-W-3-G-120/277 nLIGHT ENABLED F1n 8FT LED STRIP, 0-10V DIMMING, nLIGHT ENABLED SURFACE/ SUSPENDED 120-277 50 W 8000 4000 LITHONIA CLX-L96-8000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI-N100 1 F2n 2X2 LAY-IN LED, 0-10V DIMMING, nLIGHT ENABLED, COLOR CORRECTION RECESSED 120-277 40 W 4000 TUNABLE LITHONIA 2BLT2-TUWH-PROP-40L-ADSM-NLT 1 F3n 2X2 LAY-IN LED, 0-10V DIMMING, nLIGHT ENABLED RECESSED 120-277 40 W 4000 4000 LITHONIA 2BLT2-40L-ADSM-EZ1-LP840-N100 1 F3nE 2X2 LAY-IN LED, 0-10V DIMMING, nLIGHT ENABLED, GENERATOR CRKT RECESSED 120-277 40 W 4000 4000 LITHONIA 2BLT2-40L-ADSM-EZ1-LP840-N100EMG 1,6 LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE TYPE DESCRIPTION MFGR. CATALOG # NOTES APPROVED EQUALS CEILING SENSORS - LINE VOLTAGE CD2 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD SENSOR SWITCH CMR PDT 9 COOPER, WATTSOPPER, HUBBELL CEILING SENSORS - LOW VOLTAGE CPC ON/OFF & AUTOMATIC DIMMING PHOTOCELL SENSOR SWITCH CM PC ADC 1 COOPER, WATTSTOPPER, HUBBELL WALL SENSORS WP1 PASSIVE-INFRARED, 1-POLE, NEUTRAL REQUIRED SENSOR SWITCH WSX-** 2 COOPER, WATTSTOPPER, HUBBELL nLIGHT - LIGHTING CONTROL 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 nPH1 PIR HIGH MOUNT CEILING OCCUPANCY SENSOR W/PHOTOCELL SENSOR SWITCH nCM-6-RJB-ADCX 4 RELAY PACKS/POWER SUPPLIES & INTERFACE DEVICES nR1 RELAY POWER PACK SENSOR SWITCH nPP16 2 nR2 RELAY POWER PACK W/ 0-10VDC DIMMING OUTPUT SENSOR SWITCH nPP16-D 1,2 nRER EMERGENCY RELAY POWER PACK W/ 0-10VDC DIMMING OUTPUT SENSOR SWITCH nPP16-D-ER-EFP 1,2 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 n4 nLIGHT ON/OFF PUSHBUTTON, 4-CHANNEL SENSOR SWITCH nPODM-4P 3 nD nLIGHT ON/OFF PUSHBUTTON W/DIMMING SENSOR SWITCH nPODM-DX 3 nDC nLIGHT ON/OFF PUSHBUTTON W/DIMMING, CORRELATED COLOR TEMP. SENSOR SWITCH nPODM-2P-DX-CCT 3 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. EXISTING FIXTURE RELOCATED FROM DEMOLITION PHASE, E.C. SHALL CLEAN FIXTURE AND PROVIDE AIRCRAFT CABLE KIT FOR NEW INSTALLATION. 5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES. 6. EMERGENCY FIXTURES SHALL BE CIRCUITED TO EMERGENCY GENERATOR PANEL, PROVIDE "NORMAL" POWER CONNECTION FOR SENSING CIRCUIT. LIGHT FIXTURE 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. 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: PANEL 'P' PANEL 'E' PANEL 'A' PANEL 'C' PANEL 'D' PANEL 'H' PANEL 'X'N E L TO GENSET PANEL 'Z' LEVEL 0 LEVEL 1 PANEL 'G' PANEL 'B' PANEL 'W' PANEL 'F' PANEL 'J' PANEL 'R' PANEL 'S' PANEL 'I' PANEL 'T' PANEL 'EF' 'ATS'SWITCHBOARD 'M' 1600A MBR 208Y/120V,3P,4W SQ. D QED MECH. MEZZ. PANEL 'FC' PANEL 'AC' 1 2 2 2 2 2 2 2 PANEL 'P' PANEL 'E' PANEL 'A' PANEL 'C' PANEL 'D' PANEL 'H' PANEL 'X'N E L TO GENSET PANEL 'Z' LEVEL 0 LEVEL 1 PANEL 'G' PANEL 'B' PANEL 'W' PANEL 'IT' 'ATS'SWITCHBOARD 'M' 1600A MBR 208Y/120V,3P,4W SQ. D QED MECH. MEZZ. PANEL 'FC' PANEL 'AC' 1 NEW J-BOX PANEL 'AA' SEC. 1 PANEL 'AB' SEC. 1 2 1/2"C.,4#250+1#4G (2) 2 1/2"C., EA. W4#3/0+1#3G PANEL 'AA' SEC. 2 PANEL 'AB' SEC. 2 1 1/4"C.,4#4+1#6G1 1/2"C.,4#1/0+1#6G *20,500A *<10kA *<10kA *<10kA*<10kA PROVIDE NEW BREAKERS PER SCHEDULE PROVIDE NEW BREAKERS PER SCHEDULE PROVIDE NEW BREAKERS PER SCHEDULE PROVIDE NEW BREAKERS PER SCHEDULE 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE601 Power Riser Diagrams & Schedules 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents SCALE: NONE1POWER RISER DIAGRAM - EXISTING KEY NOTES:# 1 EXISTING PANEL 'B' TO BE REMOVED AND REPLACES WITH J-BOX; DISCONNECT AND MAINTAIN EXISTING FEEDER. PROVIDE AND INSTALL NEW FLUSH MOUNTED J-BOX WITH FLUSH MOUNTED COVER TO SPLICE AND EXTEND EXISTING FEEDER TO NEW PANEL 'B' LOCATION. J-BOX SHALL BE INSTALLED IN EXISTING WALL FACING INTO EXISTING CONF. ROOM. EXTEND NEW FEEDER TO NEW PANEL AS INDICATED. 2 EXISTING ELECTRICAL PANEL TO BE DISCONNECT AND REMOVED; REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE. FIELD VERIFY IF ANY BRANCH CIRCUITS ARE TO REMAIN, IF SO CIRCUIT SHALL BE RE-ROUTED TO NEAREST ELECTRICAL PANEL. SCALE: NONE2POWER RISER DIAGRAM - NEW Elec. Heating 10000 VA 100.00% 10000 VA Power 1000 VA 100.00% 1000 VA Welder 16000 VA 87.50% 14000 VA Receptacle 116752 VA 54.28% 63376 VA TOTAL EST. DEMAND AMPS:738 A Other 1648 VA 100.00% 1648 VA TOTAL CONN. AMPS:882 A Motor 105016 VA 103.44% 108627 VA TOTAL EST. DEMAND:266 kW Lighting 15463 VA 100.00% 15463 VA TOTAL CONN. LOAD:318 kW HVAC 52799 VA 100.00% 52799 VA LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS PANEL LOAD SUMMARY TOTAL AMPS:882 A TOTAL CONN....318 kW 23 PREPARED SPACE -- -- -- 0 kW -- 22 PREPARED SPACE -- -- -- 0 kW -- 21 Condensing Unit 3 -- 150 A 0 kW 20 Rooftop AC 3 -- 150 A 0 kW (EXISTING) 19 Panel AB 3 400 A 400 A 96 kW NEW BREAKER 18 Panel AA 3 250 A 250 A 65 kW NEW BREAKER 17 PREPARED SPACE -- -- -- 0 kW -- 16 PANEL FC 3 100 A 100 A 0 kW (EXISTING) 15 PANEL AC 3 225 A 225 A 9 kW (EXISTING) 14 SIDEWALK HT 3 150 A 150 A 0 kW (EXISTING) 13 PANEL Z 3 400 A 400 A 51 kW (EXISTING) 12 PANEL X 3 100 A 100 A 1 kW (EXISTING) 11 PANEL P 3 100 A 100 A 1 kW (EXISTING) 10 SPARE 3 -- 100 A 0 kW 9 PANEL H 3 225 A 225 A 34 kW (EXISTING) 8 PANEL G 3 150 A 150 A 1 kW (EXISTING) 7 SPARE 3 -- 150 A 0 kW 6 PANEL E 3 150 A 150 A 19 kW (EXISTING) 5 PANEL C 3 150 A 150 A 25 kW (EXISTING) 4 PANEL B 3 150 A 150 A 14 kW (EXISTING) 3 PANEL A 3 150 A 150 A 1 kW (EXISTING) 2 OUTLETS 3 -- 20 A 0 kW (EXISTING) 1 CAMERAS 3 -- 30 A 0 kW (EXISTING) CKT CIRCUIT DESCRIPTION POLES FRAME AMPS TRIP AMPS LOAD REMARKS EXISTING SWITCHBOARD NOTES: MFG/MODEL:SQ. D/QED DIMENSIONS: FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:COPPER MBR AMPS:1600 MOUNTING:FLOOR WIRES:4 PANEL AMPS:1600 A FED FROM: PHASES:3 PANEL TYPE:MBR BYUI Engineering Technology Center (ETC) LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:N/A PROJECT: PANEL: M PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:127 A TOTAL AMPS:134 A 136 A 154 A TOTAL LOAD:16.1 kVA 16.3 kVA 18.5 kVA 17 ---- -- -- 0 8988 -- -- -- --18 15 ---- -- -- 0 6804 -- -- -- --16 13 SPARE -- 200 A 3 0 6600 3 150 A PANEL D 14 11 ---- -- -- 0 0 -- -- -- --12 9 ---- -- -- 0 0 -- -- -- --10 7 Surge & Power Logic -- 70 A 3 0 0 3 100 A -- SPARE 8 5 ---- -- -- 0 9511 -- -- -- --6 3 ---- -- -- 0 9511 -- -- -- --4 1 SPARE -- 100 A 3 0 9511 3 125 A N HVAC(RT-8e) 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT EXISTING PANEL NOTES: MFG & MODEL:SQ. D/I-LINE DIMENSIONS:40"W x 11.5"D x *"H FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:400 A FED FROM:M PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:N/A PROJECT: PANEL: Z PAYNE ENGINEERING 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE602 Electrical Schedules 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:70 A TOTAL AMPS:76 A 73 A 62 A TOTAL LOAD:9.0 kVA 8.6 kVA 7.4 kVA 41 ATC CONTROL -- 20 A 1 0 696 -- -- -- --42 39 SPARE -- 20 A 1 0 0 -- -- -- --40 37 SPARE -- 20 A 1 0 500 3 100 A E PANEL W 38 35 EXISTING -- 20 A 1 0 3333 -- -- -- --36 33 SPARE -- 20 A 1 0 3333 -- -- -- --34 31 SPARE -- 20 A 1 0 3333 3 40 A Humidifier 32 29 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 30 27 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 28 25 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 26 23 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 24 21 SPARE -- 20 A 1 0 696 1 20 A N Fume Hood EF-8 22 19 Receptacle N 20 A 1 900 696 1 20 A N HighbayShop EF-3 20 17 Receptacle N 20 A 1 900 288 1 20 A N Plugmold 18 15 Receptacle N 20 A 1 900 1080 1 20 A N Receptacle - Cord Reel 16 13 Receptacle N 20 A 1 1080 720 1 20 A N Receptacle - Cord Reel 14 11 SPARE -- 20 A 1 0 720 1 20 A N Receptacle - Cord Reel 12 9 SPARE -- 20 A 1 0 1080 1 20 A N Receptacle 10 7 SPARE -- 20 A 1 0 720 1 20 A N Receptacle 8 5 Lighting N 20 A 1 980 720 1 20 A N Receptacle 6 3 Lighting N 20 A 1 1020 720 1 20 A N Receptacle 4 1 Lighting N 20 A 1 700 540 1 20 A N Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT EXISTING PANEL, EXISTING BREAKERS IN PANEL MAYBE USED E.C. TO FIELD VERIFY NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:FLUSH WIRES:4 PANEL AMPS:225 A FED FROM:M PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:N/A PROJECT: PANEL: C PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:48 A TOTAL AMPS:55 A 57 A 75 A TOTAL LOAD:6.6 kVA 6.8 kVA 9.0 kVA 41 ---- -- -- 1248 0 1 20 A -- SPARE 42 39 Receptacle - Asphalt Comp. N 20 A 2 1248 0 1 20 A -- SPARE 40 37 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 38 35 Instron Testing Machine E 30 A 1 1440 0 1 20 A -- SPARE 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 32 29 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 30 27 SPARE -- 20 A 1 0 696 1 20 A N EXHAUST FAN EF-9 28 25 Receptacle - Mixer N 20 A 1 1200 900 1 20 A N Receptacle 26 23 Receptacle - Mixer N 20 A 1 1200 1080 1 20 A N Receptacle 24 21 Receptacle - Mixer N 20 A 1 1200 1200 1 20 A N Receptacle - Oven 22 19 Receptacle - Mixer N 20 A 1 1200 1200 1 20 A N Receptacle - Oven 20 17 Receptacle - Pro Loader N 20 A 1 1200 1200 1 20 A N Receptacle - Vacuum Pump 18 15 Receptacle - Sleeve Cleaner N 20 A 1 1200 540 1 20 A N Receptacle 16 13 SPARE -- 20 A 1 0 540 1 20 A N Plugmold 14 11 SPARE -- 20 A 1 0 1080 1 20 A N Receptacle 12 9 SPARE -- 20 A 1 0 360 1 20 A N Receptacle - Cord Drops 10 7 SPARE -- 20 A 1 0 360 1 20 A N Receptacle - Cord Drops 8 5 SPARE -- 20 A 1 0 540 1 20 A N Receptacle - Cord Drops 6 3 SPARE -- 20 A 1 0 360 1 20 A N Receptacle - Cord Drops 4 1 Lighting N 20 A 1 840 360 1 20 A N Receptacle - Cord Drops 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT EXISTING PANEL, EXISTING BREAKERS IN PANEL MAYBE USED E.C. TO FIELD VERIFY NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:FLUSH WIRES:4 PANEL AMPS:225 A FED FROM:Z PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:N/A 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 N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:86 A TOTAL AMPS:94 A 88 A 107 A TOTAL LOAD:11.2 kVA 10.6 kVA 12.7 kVA 41 ---- -- -- 1441 1248 -- -- -- --42 39 ---- -- -- 1441 1248 2 20 A N,G Masonry Saw 40 37 Combo Sander N,G 20 A 3 1441 2080 -- -- -- --38 35 ---- -- -- 1441 2080 2 30 A N,G Table Saw 36 33 ---- -- -- 1441 780 -- -- -- --34 31 Belt Sander N,G 20 A 3 1441 780 2 20 A N,G Jointer 32 29 SPARE -- 20 A 1 0 420 -- -- -- --30 27 SPARE -- 20 A 1 0 420 -- -- -- --28 25 SPARE -- 20 A 1 0 420 3 20 A N DUH-1(E) 26 23 SPARE -- 20 A 1 0 1200 1 20 A N Receptacle - Concrete Tester 24 21 SPARE -- 20 A 1 0 1440 1 20 A N Receptacle - Chop Saw 22 19 Receptacle - Miter Saw N 20 A 1 180 1200 1 20 A N Receptacle - Tile Saw 20 17 Receptacle - Miter Saw N 20 A 1 180 1200 1 20 A N Receptacle - Melting Pot 18 15 Receptacle - Miter Saw N 20 A 1 180 1440 1 20 A N Table Saw Dust Coll. 16 13 Receptacle - Miter Saw N 20 A 1 180 1200 1 20 A N Receptacle - Concrete Mixer 14 11 Receptacle - Miter Saw N 20 A 1 180 1620 1 20 A N Receptacle - Band Saw 12 9 Receptacle - Miter Saw N 20 A 1 180 960 1 20 A N Receptacle - Drill Press 10 7 Receptacle - Miter Saw N 20 A 1 180 1200 1 20 A N Receptacle - Panel Saw 8 5 Receptacle - Miter Saw N 20 A 1 540 1176 1 20 A N Overhead Door 6 3 Receptacle - Miter Saw N 20 A 1 360 696 1 20 A N UH-2(E) 4 1 Receptacle - Miter Saw N 20 A 1 180 696 1 20 A N UH-1(E) 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT EXISTING PANEL, EXISTING BREAKERS IN PANEL MAYBE USED E.C. TO FIELD VERIFY NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:FLUSH WIRES:4 PANEL AMPS:225 A FED FROM:M PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:N/A 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 N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:156 A TOTAL AMPS:199 A 188 A 161 A TOTAL LOAD:23.4 kVA 22.1 kVA 19.3 kVA 83 ---- -- -- 420 0 -- -- -- --84 81 ---- -- -- 420 0 -- -- -- --82 79 DUH-4(E) 20 A 3 420 0 3 30 A -- SURGE PROTECTION DEVICE 80 77 ---- -- -- 420 2210 -- -- -- --78 75 ---- -- -- 420 2210 -- -- -- --76 73 DUH-3(E) 20 A 3 420 2210 3 30 A HVAC - RT-9 74 71 UH-7(E)20 A 1 528 901 -- -- -- --72 69 UH-4(E)20 A 1 696 901 -- -- -- --70 67 PREPARED SPACE -- -- -- 0 901 3 20 A Car Exhaust EF-6 68 65 PREPARED SPACE -- -- -- 0 1273 -- -- -- --66 63 PREPARED SPACE -- -- -- 0 1273 -- -- -- --64 61 PREPARED SPACE -- -- -- 0 1273 3 20 A Car Exhaust EF-5 62 59 PREPARED SPACE -- -- -- 0 0 1 20 A -- SPARE 60 57 ---- -- -- 2000 0 1 20 A -- SPARE 58 55 Future Car Charger 50 A 2 2000 0 1 20 A -- SPARE 56 53 ---- -- -- 2000 1248 -- -- -- --54 51 Future Car Charger 50 A 2 2000 1248 2 20 A Lift 52 49 ---- -- -- 2000 1248 -- -- -- --50 47 Future Car Charger 50 A 2 2000 1248 2 20 A Lift 48 45 ---- -- -- 2000 4000 -- -- -- --46 43 Future Car Charger 50 A 2 2000 4000 2 50 A Welder - Cord Reel 44 41 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 42 39 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 40 37 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 38 35 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 Receptacle 20 A 1 1140 0 1 20 A -- SPARE 32 29 Receptacle - Cord Reel 20 A 1 720 1440 1 20 A Trans. Jack 30 27 Receptacle - Cord Reel 20 A 1 720 1176 1 20 A Overhead Door 28 25 Receptacle 20 A 1 900 780 1 20 A Receptacle 26 23 Receptacle 20 A 1 900 900 1 20 A Receptacle - Cord Reel 24 21 Receptacle 20 A 1 540 900 1 20 A Receptacle - Cord Reel 22 19 Overhead Door 20 A 1 1176 900 1 20 A Receptacle - Cord Reel 20 17 Receptacle - Printing Station 20 A 1 600 1140 1 20 A Receptacle 18 15 SPARE -- 20 A 1 0 1080 1 20 A Receptacle 16 13 SPARE -- 20 A 1 0 720 1 20 A Receptacle 14 11 SPARE -- 20 A 1 0 720 1 20 A Receptacle 12 9 SPARE -- 20 A 1 0 10 7 SPARE -- 20 A 1 0 8 5 Lighting 20 A 1 500 180 1 20 A Receptacle - Cooling Cabinet 6 3 Lighting 20 A 1 350 180 1 20 A Receptacle - Cooling Cabinet 4 1 Lighting 20 A 1 1170 180 1 20 A Receptacle - Freezer 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT PANEL SHALL BE (2) SEPERATE SECTIONS, PROVIDE INTEGRAL SURGE PROTECTION NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:400 A FED FROM:M PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION:AUTOMOTIVE SHOP 138 VOLTAGE:120/208 Wye A.I.C. RATING:10k PROJECT: PANEL: AA PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:273 A TOTAL AMPS:250 A 277 A 278 A TOTAL LOAD:30.0 kVA 32.8 kVA 32.9 kVA 83 ---- -- -- 4803 0 -- -- -- --84 81 ---- -- -- 4803 0 -- -- -- --82 79 Parts Washer 60 A 3 4803 0 3 30 A -- SURGE PROTECTION DEVICE 80 77 ---- -- -- 4000 3867 -- -- -- --78 75 Welder - Cord Reel 50 A 2 4000 3867 -- -- -- --76 73 ---- -- -- 1248 3867 3 60 A Air Compressor #2 74 71 Lift 20 A 2 1248 2762 -- -- -- --72 69 ---- -- -- 1248 2762 -- -- -- --70 67 Lift 20 A 2 1248 2762 3 50 A Air Compressor #1 68 65 ---- -- -- 1248 1248 -- -- -- --66 63 Lift 20 A 2 1248 1248 2 20 A Lift 64 61 ---- -- -- 1248 1248 -- -- -- --62 59 Lift 20 A 2 1248 1248 2 20 A Lift 60 57 ---- -- -- 1273 901 -- -- -- --58 55 ---- -- -- 1273 901 -- -- -- --56 53 Car Exhaust EF-4 20 A 3 1273 901 3 20 A Car Exhaust EF-7 54 51 Circ.Pump Panel 30 A 1 1920 420 -- -- -- --52 49 SPARE -- 20 A 1 0 420 -- -- -- --50 47 SPARE -- 20 A 1 0 420 3 20 A DUH-2(E) 48 45 SPARE -- 20 A 1 0 2579 -- -- -- --46 43 SPARE -- 20 A 1 0 2579 2 50 A HVAC CU-1 44 41 SPARE -- 20 A 1 0 793 -- -- -- --42 39 SPARE -- 20 A 1 0 793 -- -- -- --40 37 SPARE -- 20 A 1 0 793 3 15 A Air Handler AH-1 38 35 Trans. Jack 20 A 1 1440 696 1 20 A Exh. Fan EF-10 36 33 Receptacle - Cord Reel 20 A 1 900 180 1 20 A Receptacle 34 31 Receptacle - Cord Reel 20 A 1 900 540 1 20 A Receptacle 32 29 Receptacle - Cord Reel 20 A 1 900 720 1 20 A Receptacle 30 27 Overhead Door 20 A 1 1176 360 1 20 A Receptacle - Cord Drops 28 25 UH-6(E)20 A 1 696 360 1 20 A Receptacle - Cord Drops 26 23 UH-5(E)20 A 1 696 540 1 20 A Receptacle - Cord Drops 24 21 SPARE -- 20 A 1 0 540 1 20 A Receptacle - Cord Drops 22 19 SPARE -- 20 A 1 0 900 1 20 A Receptacle 20 17 SPARE -- 20 A 1 0 900 1 20 A Receptacle 18 15 SPARE -- 20 A 1 0 360 1 20 A Receptacle 16 13 SPARE -- 20 A 1 0 420 1 20 A Receptacle 14 11 SPARE -- 20 A 1 0 360 1 20 A Receptacle 12 9 SPARE -- 20 A 1 0 360 1 20 A Receptacle 10 7 Lighting 20 A 1 1030 720 1 20 A Receptacle - Cord Reel 8 5 Lighting 20 A 1 880 720 1 20 A Receptacle - Cord Reel 6 3 Lighting 20 A 1 1170 720 1 20 A Receptacle - Cord Reel 4 1 Lighting 20 A 1 1010 1080 1 20 A Receptacle - Cord Reel 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT PANEL SHALL BE (2) SEPERATE SECTIONS, PROVIDE WITH INTEGRAL SURGE PROTECTION NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:400 A FED FROM:M PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION:AUTOMOTIVE SHOP 138 VOLTAGE:120/208 Wye A.I.C. RATING:10k PROJECT: PANEL: AB PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:39 A TOTAL AMPS:43 A 34 A 43 A TOTAL LOAD:5.0 kVA 4.1 kVA 5.0 kVA 41 SPARE -- 20 A 1 0 0 -- -- -- --42 39 SPARE -- 20 A 1 0 0 -- -- -- --40 37 SPARE -- 20 A 1 0 0 3 30 A -- SPD DEVICE 38 35 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 32 29 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 30 27 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 28 25 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 26 23 Receptacle 20 A 1 900 0 1 20 A -- SPARE 24 21 Receptacle 20 A 1 720 0 1 20 A -- SPARE 22 19 Receptacle 20 A 1 900 0 1 20 A -- SPARE 20 17 Receptacle 20 A 1 900 360 1 20 A G Receptacle - EWC 18 15 Receptacle 20 A 1 799 180 1 20 A Receptacle - Copy Mach.16 13 ADA Doors 20 A 1 1000 360 1 20 A Receptacle 14 11 SPARE -- 20 A 1 0 720 1 20 A Receptacle 12 9 SPARE -- 20 A 1 0 1080 1 20 A Receptacle 10 7 SPARE -- 20 A 1 0 1080 1 20 A Receptacle 8 5 Lighting 20 A 1 1190 900 1 20 A Receptacle 6 3 Lighting 20 A 1 440 900 1 20 A Receptacle 4 1 Lighting 20 A 1 960 720 1 20 A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT PROVIDE WITH INTEGRAL SURGE PROTECTION DEVICE NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:225 A FED FROM:M PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION:JANITOR 116 VOLTAGE:120/208 Wye A.I.C. RATING:10k 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 N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:49 A TOTAL AMPS:50 A 61 A 49 A TOTAL LOAD:6.0 kVA 7.3 kVA 5.9 kVA 29 SPARE -- 20 A 1 0 0 -- -- -- --30 27 SPARE -- 20 A 1 0 0 -- -- -- --28 25 SPARE -- 20 A 1 0 0 3 30 A -- SURGE PROTECTION DEVICE 26 23 SPARE -- 20 A 1 0 2080 -- -- -- --24 21 SPARE -- 20 A 1 0 2080 2 30 A HVAC - FC 1A/B 22 19 Receptacle 20 A 1 720 0 -- -- -- PREPARED SPACE 20 17 Receptacle 20 A 1 720 0 -- -- -- PREPARED SPACE 18 15 Receptacle 20 A 1 720 1250 -- -- -- --16 13 Receptacle 20 A 1 720 1250 2 30 A 30A Receptacle 14 11 SPARE -- 20 A 1 0 1250 -- -- -- --12 9 SPARE -- 20 A 1 0 1250 2 30 A 30A Receptacle 10 7 SPARE -- 20 A 1 0 1250 -- -- -- --8 5 EM - Lighting 20 A 1 600 1250 2 30 A 30A Receptacle 6 3 EM - Lighting 20 A 1 770 1250 -- -- -- --4 1 EM - Lighting 20 A 1 790 1250 2 30 A 30A Receptacle 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT PROVIDE WITH INTEGRAL SURGE PROTECTION NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:100 A FED FROM:E PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION:I.T. 135 VOLTAGE:120/208 Wye A.I.C. RATING:10k PROJECT: PANEL: IT PAYNE ENGINEERING S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER N = PROVIDE NEW BREAKER IN PANEL SIZE/TYPE AS INDICATED BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:49 A TOTAL AMPS:50 A 61 A 49 A TOTAL LOAD:6.0 kVA 7.3 kVA 5.9 kVA 29 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 30 27 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 28 25 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 26 23 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 24 21 PREPARED SPACE -- -- -- 0 0 -- -- -- --22 19 PREPARED SPACE -- -- -- 0 0 -- -- -- --20 17 PREPARED SPACE -- -- -- 0 0 3 30 A -- Condensate Pump 18 15 PREPARED SPACE -- -- -- 0 0 -- -- -- --16 13 PREPARED SPACE -- -- -- 0 0 2 80 A -- SPARE 14 11 SPARE -- 20 A 1 0 5900 -- -- -- --12 9 7320 -- -- -- --10 7 Telephone Board Outlet -- 20 A 1 0 5980 3 60 A N PANEL IT 8 5 Nite Ltg & Exits -- 20 A 1 0 0 1 20 A -- Mech. Rm Lights/Outlets 6 3 Nite Ltg & Exits -- 20 A 1 0 0 1 20 A -- Tunnel Outlets 4 1 Reception Area Rm 111 -- 20 A 1 0 0 1 20 A -- SPARE 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT EXISTING PANEL NOTES: MFG & MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:TOP ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:4 PANEL AMPS:225 A FED FROM:M PHASES:3 PANEL TYPE:MLO BYUI Engineering Technology Center... LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:0 PROJECT: PANEL: E PAYNE ENGINEERING 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. 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) (VERIFY LOCATION WITH LOCAL AHJ) D CM CONDUIT (TYP) TO TELEPHONE BOARD DOOR HOLDER CIRCUIT MECH. EQUIP. FAN SHUT DOWN 120V CRKT ADDITIONAL NAC & AMPLIFIER PANELS AS NEEDED, INSTALL IN ELEC. ROOMS TEE BAR GRID POWER 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 ENTRANCE CONDUIT(S) 4" SQUARE BOX RAISED RING TO SUIT WALL RECEPTACLE - 20AMP RATED - SEE SPECIFICATIONS. NORMAL POWER COLOR - (SEE SPEC'S) COVER PLATE - STYLE & COLOR TO BE AS PER SPECIFICATIONS. CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W/FELT-TIP MARKER GREEN INSULATED GROUND CONDUCTOR S 120V PWR CAT5e CABLE LIGHT FIXTURE QTY & TYPE PER DWG'S 120V CIRUIT SEE DWG'S ON OFF GRAY DEVICE W/ STAINLESS STEEL COVERPLATE AVROOMS 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 OWNER'S SATISFACTION PRIOR TO FINAL PUNCHOUT OF PROJECT. nLIGHT SWITCH(ES) TYPE & QTY PER DWG'S nLIGHT CEILING SENSOR, TYPE & QTY PER DRAWINGS n###4'-02" (TYP) 18"20'-0POLE BASE WITH 4#5 RE-BARS AND #3 TIES @ 12" O.C. 3000 PSI MIN.16"GRADE 1/4" WEEP HOLE FOR WATER DRAINAGE (TYP) POWER CIRCUIT SEE PLANS ANCHOR BOLTS AS PER POLE MFGR. (4) BOLTS GROUT & SEAL UNDER EACH FIXTURE UNDISTURBED EARTH COMPACT FILL 9" HAND HOLE CONCRETE SIDEWALK FIXTURE AND POLE PER FIXTURE SCHEDULE S R 120V PWR 0-10V DIMMING CAT5e CABLE nLIGHT CEILING SENSOR, TYPE & QTY PER DRAWINGS 120V CIRUIT SEE DWG'S RELAY/PWR PACK, SEE DETAIL LIGHT FIXTURE QTY & TYPE PER DWG'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 OWNERS REP. AND PROGRAM DEVICE OPERATION AND CONTROL ZONES OF LIGHTING TO OWNER'S SATISFACTION PRIOR TO FINAL PUNCHOUT OF PROJECT.AVROOMS WITH A/V CABINETS, PROVIDE nLIGHT nIO-X KIT, LOCATED IN CABINET & SUPPLY DB9F ADAPTERS AS REQUIRED. REFER TO DWG'S (7/EE603) ON/OFF ON/OFF GRAY DEVICE W/ STAINLESS STEEL COVERPLATE nLIGHT SWITCH(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### nPP16-D NHN CAT5e BLK/ORN WHT BLU BLU VIO GRY GRN 0-10V LED DRIVER IN FIXTURE TO ADDITIONAL LIGHT FIXTURES LIGHTING LOAD UP T0 20 A NEUTRAL BUS FOR EMERGENCY PANEL NEUTRAL BUS FOR NORMAL PANEL EMERGENCY GENERATOR TRANSFER DEVICE NORMAL PANEL WALL SWITCH EMERGENCY PANEL VOLTAGE SENSING AIRCRAFT CABLE "Y" HANGER (TYP BOTH ENDS OF FIXTURE" AIRCRAFT CABLE ANCHORED SECURELY TO STRUCTURE ABOVE HEIGHT AS INDICATED ON DRAWINGS OR SCHEDULE PARAPET WALL (IF APPLICABLE) 1 2 " (T Y P )NOTE #1 WEATHERPROOF JUNCTION BOX NOTE #3 NOTE #2 ROOF CLIP PER MANUFACTURER (TYPICAL) WEATHERPROOF JUNCTION BOX NOTE #3 DETAIL NOTES: 1. HEAT-TRACE BRANCH CIRCUIT; BREAKER SHALL BE GFEPD TYPE BREAKER, CIRCUIT AS INIDCATED ON DRAWINGS. 2. UTILIZE RAYCHEM 120V, GM-1XT HEAT TAPE CABLE IN A STAR PATTERN AROUND ROOF DRAIN AND EXTEND INTO DRAIN. WHERE DRAIN PIPES EXTEND INTO UNCONDITIONED SPACE, HEAT TAPE SHALL EXTEND DOWN PIPE AND OUT END OF DOWNSPOUT APPROX. 6". EXACT TAPE LENGTH TO BE DETERMINED IN FIELD. PROVIDE ALL COMPONENTS FOR A COMPETE INSTALLATION INCLUDING BUT NOT LIMITED TO: POWER CONNECTOR, JUNCTION BOX, CABLE END SEALS, CABLE SUPPORT CLIPS, ETC. PTEND INTO DRAIN. COORDINATE ALL ROOF PENETRATIONS WITH ROOF CONTRACTOR TO PROVIDE PROPER FLASHING AND SEALING OF PENETRATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 3. MOUNT J-BOX AT 18" ABOVE ROOF ON PARAPET WALL OR STEM MOUNT AT 18" ABOVE ROOF IF NO PARAPET WALL IS AVAILABLE. 13053 STATE O F ID AHOS HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER Engineering Inc. Consulting Engineers1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com 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. JOB #2060 byu idaho project # : 12006 10/27/20 EE603 Electrical Details 20.0220 oct. 27, 2020 525 South Center Street Rexburg, ID 83440 BYUI Engineering Technology Center (ETC) 100% construction documents SCALE: NONE1FIRE ALARM RISER DIAGRAM SCALE: NONE2RECESSED LIGHT FIXTURE DETAIL SCALE: NONE3RECEPTACLE MOUNTING DETAIL SCALE: NONE5nLIGHT CONTROL DIAGRAM W/ nLIGHT FIXTURES SCALE: 1/8" = 1'-0"4 BYU-I STREET LIGHT DETAIL (1-HEAD) SCALE: NONE6nLIGHT CONTROL DIAGRAM W/NON-nLIGHT FIXTURES SCALE: NONE7nLIGHT POWER/RELAY PACK DETAIL SCALE: NONE8EMERGENCY LIGHTING TRANSFER DEVICE DETAIL SCALE: NONE10HIGHBAY LIGHT FIXTURE MOUNTING DETAIL SCALE: NONE9ROOF DRAIN HEAT TRACE DETAIL