Loading...
HomeMy WebLinkAboutPLANS - 23-00902 - BYUI Benson Classrooms 107, 107A & B - RemodelAPPROVAL SIGNATURES STEPHEN CHRISTENSON BIOLOGY DEPARTMENT CHAIR DIRECTOR, FACILITIES MANAGEMENT OPERATIONS ANDY JOHNSON DIRECTOR, DESIGN AND CONSTRUCTION KYLE WILLIAMS MANAGING DIRECTOR, UNIVERSITY OPERATIONS DATE DATE DATE DATE SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 8/ 1 5 / 2 0 2 3 2 : 3 6 : 2 0 P M COVER PAGE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G001 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 7/26/23 REVIEW SET BRIGHAM YOUNG UNIVERSITY -IDAHO EZRA TAFT BENSON BUILDING 107A & 107B REMODEL DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 DocuSign Envelope ID: DC610BEE-8144-4351-B536-75447E5FE057 8/15/2023 8/30/2023 9/14/2023 ABBREVIATIONS A.F.F.: ABOVE FINISHED FLOOR ALUM: ALUMINUM ASC: ABOVE SUSPENDED CEILING CG: CORNER GUARD CJ: CORNER JOINT CL: CENTERLINE CLR: CLEAR CMU: CONCRETE MASONRY UNIT CO: CLEANOUT COL: COLUMN CONC: CONCRETE CONST: CONSTRUCTION CPT: CARPET DEMO: DEMOLISH, DEMOLITION DF: DRINKING FOUNTAIN DIA: DIAMETER DIAM: DIAMETER EJ: EXPANSION JOINT ELEV: ELEVATIONS F.F.: FINISHED FLOOR F.V.: FIELD VERIFY FEC: FIRE EXTINGUISHER CABINET GA: GUAGE GALV: GALVANIZED GB: GRAB BAR GYP BD: GYPSUM BOARD HM: HOLLOW METAL IBC: 2012 INTERNATIONAL BUILDING CODE INSUL: INSULATION MIN: MINIMUM O.C.: ON CENTER OH: OPPOSITE HAND OP/OI: OWNER PROVIDED/OWNER INSTALLED OP/CI: OWNER PROVIDED/CONTRACTOR INSTALLED CP/CI: CONTRACTOR PROVIDED/CONTRACTOR INSTALLED OPP: OPPOSITE P LAM: PLATIC LAMINATE REF: REFERENCE SIM: SIMILAR S.S. STAINLESS STEEL SPECS: SPECIFICATIONS T.O.C.: TOP OF CONCRETE TP: TOILET PAPER DISPENSER TYP: TYPICAL VIF: VERIFY IN FIELD SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 6 P M GENERAL INFORMATION BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G002 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET SHEET INDEX SHEET NO. SHEET NAME 1. GENERAL G001 COVER PAGE G002 GENERAL INFORMATION G003 TECHNICAL SPECIFICATIONS & REQUIREMENTS G004 TECHNICAL SPECIFICATIONS & REQUIREMENTS G005 TECHNICAL SPECIFICATIONS & REQUIREMENTS 2. DEMOLITION AD101 DEMOLITION PLANS AD102 1ST FLOOR ENLARGED DEMO PLAN AD103 2ND FLOOR ENLARGED DEMO PLAN AD104 DEMOLITION CEILING PLAN 3.CONSTRUCTION AE101 CONSTRUCTION PLAN AE102 REFLECTED CEILING PLAN AE401 INTERIOR ELEVATIONS AE402 INTERIOR ELEVATIONS AE403 INTERIOR ELEVATIONS AE501 DETAILS AE502 DETAILS 4. MECHANICAL M-001 MECHANICAL SCHEDULES MD101 MECHANICAL DEMOLITION PLAN MH101 MECHANICAL REMODEL PLAN MH501 MECHANICAL DETAILS MH502 MECHANICAL DETAILS MP501 MECHANICAL PIPING DETAILS MI601 MECHANICAL CONTROLS 5. ELECTRICAL EG001 ELECTRICAL SYMBOLS & DETAILS EG002 ELECTRICAL SPECIFICATIONS & DETAILS EG003 ELECTRICAL SCHEDULES ED001 EXISTING LIGHTING PLAN ED002 EXISTING POWER PLAN EE001 LIGHTING PLAN EE002 POWER PLAN 6. PLUMBING P-001 PLUMBING SCHEDULES PD101 PLUMBING DEMOLITION PLAN PL101 FIRST FLOOR PLUMBING REMODEL PLAN PL102 PLUMBING REMODEL PLAN PL501 PLUMBING DETAILS 7. FIRE PROTECTION FD101 FIRE PROTECTION DEMOLITION PLAN FP101 FIRE PROTECTION REMODEL PLAN DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 7 P M TECHNICAL SPECIFICATIONS & REQUIREMENTS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G003 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET GENERAL CONDITIONS BY: BYU -IDAHO OWNER SHALL PROVIDE TEMPORARY POWER, WATER AND WIRELESS INTERNET. GENERAL CONTRACTOR TO PROVIDE TELEPHONE, FIRE PROTECTION AND TOILETS CONCRETE SCOPE -FURNISH EQUIPMENT AND PERFORM LV\BOR TO EXECUTE THIS WORK AS INDICATED IN THE DRAWINGS AND AS SPECIFIED HEREIN, INCLUDING, BUT NOT LIMITED TO: FOOTINGS, FOUNDATION WALLS AND FLOOR SLABS. GENERAL REQUIREMENTS -THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND THE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT MAY AFFECT THE WORK. COMMENCEMENT OF CONCRETE WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS AND OTHER WORK AS IT EXISTS AT THAT TIME. SHOULD OTHER WORK BE DAMAGED DURING CONSTRUCTION DUE TO THE ACTIONS OF THE SUBCONTRACTOR, THE DAMAGED WORK SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. SUBMITTALS -SUBMIT FOR APPROVAL SHOP DRAWINGS, PRODUCT DATA, MIX DESIGN PROPOSED FOR USE AND TEST REPORTS. QUALITY ASSURANCE -COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. TESTING -EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE 7 AND 28 DAY CYLINDER TESTS. COMPLY WITH ASTM C143, C173, C31 AND C39. INSTALLATION -COMPLY WITH ACI301,304,305, 306,311,318, CRSI "MANUAL OF STANDARD PRACTICE", AND ASTM C94. DO NOT CHANGE MIX DESIGN WITHOUT APPROVAL. OWNER SHALL CONTRACT WITH SPECIAL INSPECTOR, GENERAL CONTRACTOR TO COORDINATE WITH SAID INSPECTOR FOR ALL REQUIRED STRUCTURAL TESTING OF CONCRETE, REBAR, WELDING AND SO-FORTH METALS SCOPE -FURNISH EQUIPMENT AND PERFORM LABOR TO EXECUTE THIS WORK AS INDICATED AND NOTED IN THE DRAWINGS, INCLUDING, BUT NOT LIMITED TO: STRUCTURAL STEEL, STEEL JOISTS, METAL DECKING AND METAL FABRICATIONS. GENERAL REQUIREMENTS -THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND THE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT MAY AFFECT THE WORK. COMMENCEMENT OF METALS WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS AND OTHER WORK AS IT EXISTS AT THAT TIME. SHOULD OTHER WORK BE DAMAGED DURING CONSTRUCTION DUE TO THE ACTIONS OF THE SUBCONTRACTOR, THE DAMAGED WORK SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. SUBMITTALS -SUBMIT FOR APPROVAL SHOP DRAWINGS, PRODUCT DATA, TEST REPORTS. QUALITY ASSURANCE -COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. OWNER SHALL CONTRACT WITH SPECIAL INSPECTOR, GENERAL CONTRACTOR TO COORDINATE WITH SAID INSPECTOR FOR ALL REQUIRED STRUCTURAL TESTING OF STRUCTURAL STEEL, REBAR, WELDING AND SO-FORTH NOTE: TECHNICAL SPECIFICATIONS & REQUIREMENTS SOME PORTIONS OF THIS SPEC MAY NOT APPLY TO THIS PROJECT. REFER TO FINISH LEGEND AND ALTERNATES ON COVER SHEET FOR PROJECT SPECIFIC FINISHES WOOD AND PLASTICS SCOPE -FURNISH EQUIPMENT AND PERFORM LABOR TO EXECUTE THIS WORK AS INDICATED IN THE THE DRAWINGS AND AS SPECIFIED HEREIN, INCLUDING, BUT NOT LIMITED TO: ROUGH CARPENTRY, FINISH CARPENTRY AND MILLWORK. GENERAL REQUIREMENTS -THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND THE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT MAY AFFECT THE WORK. COMMENCEMENT OF WOOD AND PLASTICS WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS AND OTHER WORK AS IT EXISTS AT THAT TIME. SHOULD OTHER WORK BE DAMAGED DURING CONSTRUCTION DUE TO THE ACTIONS OF THE SUBCONTRACTOR, THE WORK SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. SUBMITTALS -SUBMIT FOR APPROVAL SAMPLES OF TYPICAL TRIM, MOLDINGS, HARDWARE AND FINISHES, SHOP DRAWINGS AND PRODUCT DATA. QUALITY ASSURANCE -COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. QUALITY STANDARD FOR FABRICATION AND PRODUCTS: ARCHITECTURAL WOODWORK INSTITUTE QUALITY STANDARDS, PREMIUM GRADE UNLESS NOTED OTHERWISE. AWI STANDARDS FOR CASEWORK USED AS REFERENCE OF DESIGN. SUBCONTRACTOR MUST BE FAMILIAR WITH AWI STANDARDS, BUT ED NOT BE CERTIFIED. LUMBER, WOOD FOR NAILERS, BLOCKING, FURRING AND SLEEPERS -CONSTRUCTION GRADE (EXCEPT APPEARANCE GRADE WHERE EXPOSED), FINISHED 4 SIDES, 19% MAXIMUM MOISTURE CONTENT. PRESSURE PRESERVATIVE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE OR THE GROUND. PROVIDE BLOCKING FOR ALL MOUNTED ITEMS, INCLUDING: CASEWORK AND SHELVING, HANDRAILS AND RAILINGS, TOILET ACCESSORIES AND WINDOW TREATMENT. PLYWOOD -APA RATED FOR USE AND EXPOSURE. INTERIOR FINISH CARPENTRY AND MILLWORK -AS NOTED ON DRAWINGS, UNLESS OTHERWISE INDICATED OR DIRECTED BY ARCHITECT PLASTIC LAMINATE -NEMA LD-3, 0.050" THICK HORIZONTAL GRADE, AT COUNTERS ADHERE TO 3/4" PLYWOOD SUBSTRATE. CABINET/COUNTER CARCASS -SHALL BE 3/4" APA RATED PLYWOOD WITH APPLIED FINISH AS INDICATED IN THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. CABINET CONSTRUCTION -SHALL BE WITH WATERPROOF GLUE AND BLIND NAILED TO ELIMINATE END NAILING IN THE EXPOSED FACE AND FRAME. ALL EXPOSED CORNERS SHALL BE SHOULDER MITERED. ALL DRAWERS SHALL RUN ON GUIDES U.N.O. AND SHALL HAVE SOLID STOCK SIDES AND BACK AND 3- PLY MATCHING PLYWOOD BOTTOM, GROOVED INTO THE SIDES AND FRONT. DRAWER SIDES SHALL BE SHAPED ON TOP. MILLWORK FINISHES -WOOD FOR TRANSPARENT FINISH: AWI PREMIUM GRADE, AWI FINISH SYSTEM NO. 5, PREMIUM GRADE CATALYZED POLYURETHANE. WOOD FOR OPAQUE FINISH: AWI CUSTOM GRADE, AWI FINISH SYSTEM NO. 11, PREMIUM GRADE OPAQUE CATALYZED POLYURETHANE. PLASTIC LAMINATE FINISH: AWI PREMIUM GRADE. MILLWORK HARDWARE -BALL BEARING SIDE-MOUNT DRAWER SLIDES; SELF CLOSING INSIDE-MOUNTED HINGES. UNLESS NOTED ON DRAWINGS INSTALLATION -PROVIDE WORK TO SIZES, SHAPES, AND PROFILES INDICATED. INSTALL WORK TO COMPLY WITH QUALITY STANDARDS REFERENCED. BACK PRIME WORK AND INSTALL PLUMB, LEVEL AND STRAIGHT WITH TIGHT JOINTS; SCRIBE WORK TO FIT. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. USE NON- CORROSIVE FASTENERS FOR EXTERIOR WORK. COORDINATE WITH WORK OF OTHER SECTIONS. REPAIR MINOR DAMAGE, CLEAN AND PROTECT. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 7 P M TECHNICAL SPECIFICATIONS & REQUIREMENTS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G004 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET THERMAL AND M0ISTURE PR0TECTI0N SCOPE -FURNISH EQUIPMENT AND PERFORM LABOR TO EXECUTE THIS WORK AS INDICATED IN THE DRAWINGS, INCLUDING, BUT NOT LIMITED TO: INSULATION, EXTERIOR INSULATION AND FINISH SYSTEMS, FIREPROOFING, SINGLE-PLY MEMBRANE ROOFING, FLASHING AND SHEET METAL, ROOF SPECIALTIES, PLASTIC SKYLIGHT UNITS, AND JOINT SEALERS. GENERAL REQUIREMENTS -THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND DRAWINGS. NOTIFY THE THE ARCHITECT OF ANY DISCREPANCIES THAT MAY AFFECT THE WORK. COMMENCEMENT OF THERMAL AND MOISTURE PROTECTION WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS AND OTHER WORK AS IT EXISTS AT THAT TIME. SHOULD OTHER WORK BE DAMAGED DURING CONSTRUCTION DUE TO THE ACTIONS OF THE SUBCONTRACTOR, THE DAMAGED WORK SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. ROOFING WARRANTY -IN ADDITION TO THE GENERAL CONTRACTOR'S 2 YEAR MATERIAL AND WORKMANSHIP GUARANTEE CONTAINED IN THE "GENERAL CONDITIONS" SECTION, SUBMIT AN EXECUTED COPY OF SINGLE-PLY ROOFING MANUFACTURER'S "LIMITED SERVICE WARRANTY' AGREEMENT, INCLUDING FLASHING ENDORSEMENT, COMPLETE SYSTEM WARRANTY FROM THE DECK UP SIGNED BY AN AUTHORIZED REPRESENTATIVE OF MANUFACTURER. PROVIDE FORM THAT WAS PUBLISHED WITH PRODUCT LITERATURE AS OF DATE OF CONTRACT DOCUMENTS. ROOF PENETRATIONS -G.C. TO COORDINATE WITH ORIGINAL ROOFING CONTRACTOR FOR ANY PENETRATIONS THROUGH THE EXISTING ROOF SYSTEM, TO MAINTAIN MANUFACTURES WARRANTY OR 20 YEARS WARRANTY. SUBMITTALS -SUBMIT FOR APPROVAL SHOP DRAWINGS, SAMPLES, PRODUCT DATA, WARRANTY, TEST REPORTS AND MAINTENANCE DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS AND CONDITIONS. QUALITY ASSURANCE -COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. BUILDING INSULATION -EXTRUDED POLYSTYRENE BOARD; COMPRESSIVE STRENGTH 20 PSI AT FOUNDATIONS; MATCH EXISTING OR APPROVED EQUAL. ISOCYANURATE INSULATION BOARD: FOAMED POLYISOCYANURATE, FACED BOTH SIDES, UNDER SINGLE-PLY MEMBRANE ROOFING, DENSITY 2 LB./CU. FT., COMPRESSIVE STRENGTH 25 PSI, MIN.; K=0.15 (AGED VALUE); BARRIER BOARD BY NRG BARRIERS, INC. OR APPROVED EQUAL. LOOSE FILL TYPE INSULATION: LOOSE, GRANULAR PERLITE OR VERMICULITE IN NON-GROUTED CELLS OF EXTERIOR CONCRETE MASONRY UNIT WALLS. VAPOR BARRIER: 6 MIL CLEAR POLYETHYLENE SHEET. EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) MATERIALS -ACRYLIC POLYMER TOPCOAT OVER EXPANDED POLYSTYRENE, ADHESIVE ATTACHED, ElMA CLASS PB; MATCH EXISTING OR APPROVED EQUAL. FIRE PROOFING SUMMARY -PROVIDE SPRAY FIREPROOFING FOR PROTECTION OF STRUCTURAL STEEL COLUMNS, BEAMS AND METAL DECK AT FIRE RATED OCCUPANCY SEPARATIONS AS REQUIRED BY BUILDING CODE. FIRE PROOFING MATERIALS -CEMENTITIOUS FIREPROOFING: W. R. GRACE, MONOKOTE OR APPROVED EQUAL FIRE PROOFING INSTALLATION -SCHEDULE AND COORDINATE SEQUENCE OF WORK TO PREVENT DAMAGE FROM BOTH WEATHER AND OTHER WORK, TO MINIMIZE TIME BUILDING IS UNPROTECTED AND TO PERMIT ADEQUATE OBSERVATION, TESTING AND INSPECTION BEFORE BEING CONCEALED BY OTHER WORK. CLEAN, PRIME AND PREPARE SUBSTRATES. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE MATERIAL THICKNESS1 NECESSARY TO PROVIDE FIRE-RESISTANCE RATINGS INDICATED OR REQUIRED BY AUTHORITIES HAVING JURISDICTION. OWNER MAY EMPLOY INDEPENDENT FIELD TESTING AGENCY. COOPERATE AND PROVIDE SAMPLES AS REQUESTED. CONTRACTOR SHALL PAY ALL COSTS RELATING TO REPAIR/REPLACEMENT/RETESTING OF NON-COMPLYING WORK. REMOVE OVER SPRAY, REPAIR OR REPLACE DAMAGED AREAS AND PROTECT INSTALLED FIREPROOFING FROM DAMAGE. NOTE: TECHNICAL SPECIFICATIONS & REQUIREMENTS DOORS AND WINDOWS SCOPE -FURNISH EQUIPMENT AND PERFORM LABOR TO EXECUTE THE WORK AS INDICATED IN THE DRAWINGS, INCLUDING, BUT NOT LIMITED TO: STEEL DOORS AND FRAMES, WOOD DOORS, SECTIONAL OVERHEAD DOORS, ALUMINUM ENTRANCES AND STOREFRONT, FINISH HARDWARE, GLASS AND GLAZING. GENERAL REQUIREMENTS -THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND THE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT MAY AFFECT THE WORK. COMMENCEMENT OF DOOR AND WINDOW WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS AND OTHER WORK AS IT EXISTS AT THAT TIME. SHOULD OTHER WORK BE DAMAGED DURING CONSTRUCTION DUE TO THE ACTIONS OF THE SUBCONTRACTOR, THE DAMAGED WORK SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. SUBMITTALS -SUBMIT FOR APPROVAL SAMPLES, SHOP DRAWINGS, PRODUCT DATA AND HARDWARE SCHEDULE PROPOSED FOR USE BASED ON OWNER'S REQUIREMENTS. ACCESSIBLE DOORS SHALL COMPLY WITH FEDERAL ADAAG REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: DOOR HARDWARE (ADAAG 4.13.9)-HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. LEVER-OPERATED MECHANISMS, PUSH TYPE MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USEABLE FROM BOTH SIDES. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED FLOOR. DOOR CLOSURES (ADAAG 4.13.10)-IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEG. THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. DOOR OPENING FORCE (ADAAG 4.13.11)-FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY: INTERIOR HINGED DOORS: 5 LBF. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. EXIT DOORS -SHALL HAVE LOCKS AND PANIC EXIT DEVICES OF SUCH CONSTRUCTION THAT WHEN LOCKED, THE DOOR MAY BE OPENED BY TURNING THE LEVER OR DEPRESSING THE CROSSBAR, WITHOUT THE USE OF A KEY, OR ANY SPECIAL KNOWLEDGE OR EFFORT. KEY LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHERE THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS WHERE THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING, 'THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." THIS SIGN SHALL BE IN LETTERS 1" HIGH ON CONTRASTING BACKGROUND. STEEL DOORS AND HOLLOW METAL FRAMES SUMMARY -PROVIDE STEEL DOORS; PROVIDE HOLLOW METAL DOOR FRAMES; RELOCATE AND REMODEL EXISTING DOORS WHERE INDICATED. STEEL DOOR AND FRAME FINISH –RUST-INHIBITING PRIMER. STEEL DOOR AND FRAME INSTALLATION -FABRICATE WORK TO BE RIGID, NEAT AND FREE FROM SEAMS, DEFECTS, DENTS, WARP, BUCKLE AND EXPOSED FASTENERS. INSTALL DOORS AND FRAMES IN COMPLIANCE WITH SDI-100, NFPA 80 AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. PROVIDE THERMALLY IMPROVED DOORS WITH MAXIMUM U-VALUE OF .24 BTU/HR/SQ,FT./DEGREE F (ASTM C236) FOR ALL EXTERIOR DOORS AND ELSEWHERE AS NOTED. HARDWARE: PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE ON FINAL SCHEDULE. PROVIDE FOR 3 SILENCERS ON SINGLE DOOR FRAMES; 2 ON DOUBLE DOOR FRAMES. SHOP FINISH: CLEAN TREAT AND PRIME ALL WORK WITH RUST-INHIBITING PRIMER. TOUCH-UP DAMAGED COATINGS AND LEAVE READY TO RECEIVE FINISH PAINTING. CONTINUED . . . F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 7 P M TECHNICAL SPECIFICATIONS & REQUIREMENTS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G005 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET WOOD DOORS SUMMARY -PROVIDE WOOD DOORS. RELOCATE AND REMODEL EXISTING DOORS WHERE INDICATED. WOOD DOOR MATERIALS -SOLID CORE FLUSH WOOD DOOR WITH AWI PC-5 OR PC-7 PARTICLEBOARD CORE FOR INTERIOR USE; AWI PREMIUM GRADE. FACE FOR TRANSPARENT FINISH: BOOK MATCHED FOR TRANSPARENT FINISH. UNLESS NOTED OTHERWISE ON DRAWINGS WOOD DOOR INSTALLATION -COMPLY WITH NWMA I.S.-1 AND AWI QUALITY STANDARD. PREFIT DOORS TO FRAMES. PREMACHINE DOORS FOR HARDWARE LISTED ON FINAL SCHEDULES. FACTORY BEVEL DOORS. INSTALL DOORS WITH NOT MORE THAN 1/8" CLEARANCE AT TOP AND SIDES, 1/4'" AT BOTTOM. COMPLY WITH NFPA 80 FOR RATED ASSEMBLIES. SHOP FINISH: SAND AND PROVIDE FIRST COAT OF FINISH SYSTEM. WRAP AND PROTECT FOR DELIVERY TO SITE. ADJUST, CLEAN AND PROTECT. ALUMINUM ENTRANCES AND STOREFRONT SUMMARY -PROVIDE ALUMINUM EXTERIOR ENTRANCES AND FRAMES AND EXTERIOR STOREFRONT TYPE FRAMING SYSTEM. ALUMINUM ENTRANCES AND STOREFRONT MATERIALS -STILE AND RAIL DOOR TYPE -1 -3/4" THICK, MEDIUM STILE (3" WIDTH) WITH MECHANICALLY FASTENED AND REINFORCED JOINTS; COMPRESSION AND SLIDING WEATHERSTRIPPING. FRAMING SYSTEM: UNITS FABRICATED FROM ALUMINUM EXTRUSIONS, ASTM B 221, AND SHEET, ASTM B 209; WITH THERMAL BREAK; KAWNEER CO. 400 SERIES OR APPROVED EQUAL. METAL FINISH: FINISH AS DESCRIBED ON DRAWINGS, CLASS 1. GLAZING: TEMPERED INSULATING GLASS UNITS. HARDWARE: CENTER PIVOTS, OVERHEAD- CONCEALED CLOSERS, STOPS, THRESHOLD, DEADLOCKS AND KEYED CYLINDERS; PUSH/PULL BARS OR PANIC HARDWARE AND PULL BAR. FINISH HARDWARE: SEE DRAWINGS FINISH HARDWARE INSTALLATION -FOLLOW GUIDELINES OF DOOR HARDWARE INSTITUTE (DHI) "RECOMMENDED LOCATIONS FOR BUILDER'S HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" AND HARDWARE MANUFACTURER'S INSTRUCTIONS. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS, INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. MAINTAIN KEY FILE DURING CONSTRUCTION AND COORDINATE FINAL KEYING OF LOCKS WITH OWNER. ADJUST OPERATION, CLEAN AND PROTECT. GLASS AND GLAZING SUMMARY -PROVIDE GLASS AND GLAZING FOR ALL APPLICATIONS SCHEDULED. GLASS SCHEDULE: STOREFRONT: 1" THICK CLEAR INSULATING UNIT. ENTRANCES: 5/8" THICK CLEAR INSULATING UNIT. DOORS: TEMPERED GLASS. GLASS MATERIALS -GLAZING SHEETS: PRIMARY GLASS, ASTM C1036, CLEAR AND TINTED FLOAT GLASS; HEAT TREATED GLASS PRODUCTS, ASTM C1048, TEMPERED GLASS. INSULATING GLASS UNITS: SEALED INSULATING UNITS FABRICATED FROM TWO PANES OF GLASS WITH AIR SPACE BETWEEN, DUAL SEALING SYSTEM, SPACER, DESICCANT, AND CORNER REINFORCEMENT. GLASS THICKNESS AND HEAT STRENGTHENING TO BE DETERMINED BY MANUFACTURER FOR WIND LOADING CONDITIONS. INSULATING GLASS WARRANTY: 10 YEARS. GLAZING MATERIALS -SILICONE GLAZING SEALANTS: STRUCTURAL SEALANT: DOW CORNING 795 OR APPROVED EQUAL; WEATHER SEAL, DOW CORNING OR APPROVED EQUAL. ACRYLIC GLAZING SEALANT (INTERIOR); TREMCO MONO OR APPROVED EQUAL. PERFORMED GLAZING TAPE; TREMCO POLYSHIM TAPE OR APPROVED EQUAL. GLAZING GASKETS: LOCK-STRIP GASKETS; D.S. BROWN CO. OR APPROVED EQUAL; PERFORMED GASKETS; TREMCO OR APPROVED EQUAL. SETTING BLOCKS, SHIMS AND SPACERS AS REQUIRED. EXIT DEVICES -VON DUPRIN OR EQUAL PAINT PAINT COLOR AND MANUFACTURER AS CALLED OUT ON DRAWINGS. USE NO OR LOW ODOR AND OR LOW V.O.C. EMISSIONS PAINT ALL PAINTED WALLS TO RECEIVE (1) COAT OF PRIMER AND (2) COATS OF PAINT, ALL PAINT SHALL BE A LEVEL 4 APPLICATION JOINT SEALANTS USE NO OR LOW ODDER AND OR NO LOW V.O.C. EMISSIONS SEALANT SUBSTRATE REQUIREMENTS: WHEN TESTING IS REQUIRED ON SUBSTRATE, THE MATERIAL USED SHALL BE EITHER ASTM A653 G-90 OR ASTM A792 AZ50 AND TESTS AHALL BE CONDUCTED WITH EACH OF THE FOLLOWING COATINGS 1. BARE (NO COATING) 2. ACRYLIC (NO COATING) 3. POLYESTER 4. SILICONIZED POLYESTER 5. POLYVINYL FLUORIDE RESIN POLYURETHANE SEALANT MEETS ASTM C 290, TYPE S, GRADE NS, CLASS 25 USE: NT, A, M, AMD O PAINTABLE SEALANT AAMA 808.3 FS TT-S-00230C, TYPE II, CLASS A COLOR: WHITE, GRAY, BRONZE, ALMOLD SOUND BATT INSULATION ACOUSTICAL BATT INSULATION MANUFACTURERS: OWENS CORNING FIBERGLASS OR EQUAL TYPE 1: UN-FACED GLASS FIBER INSULATION COMPLYING WITH ASTM C 665 AND ASTM E 136 TYPE 2: KRAFT FCAED GLASS INSULATION COMPLYING WITH ASTM C 665 SURFACE BURNING CHARACTERISTICS UN-FACED INSULATION MAXIMUM FLAME DEVELOPED 10 KRAFT FACED INSULATION MAXIMUM FLAME SPREAD -NOT RATED MAXIMUM SMOKE DEVELOPED -NOT RATED COMBUSTIBLE CHARACTERISTICS -UN-FACED INSULATION PASSES ASTM E 136 TEST DIMENSIONAL STABILITY -LINEAR STABILITY LESS THAN 0.1% CEILING TYPES ACOUSTICAL CEILING TYPES USG RADAR, 2X2, SQ EDGE, WHITE T-GRID SYSTEM MAIN RUNNERS AND CROSS RUNNERS- 15/16" EXPOSED TEE PRE-PAINTED COLOR -WHITE (UN-LESS NOTED OTHER WISE) ALUMINUM -HOT DIPPED GALVANIZED STEEL NOTE: TECHNICAL SPECIFICATIONS & REQUIREMENTS F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 UP AD102 1 AD103 1 SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 3 0 : 1 0 P M DEMOLITION PLANS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AD101 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 1" = 40'-0"1 1ST FLOOR DEMOLITION PLAN 1" = 40'-0"2 2ND FLOOR DEMOLITION PLAN N N DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 1 1 2 2 1 1 2 3 3 3 3 3 4 55 55 66 1 1 1 7 7 6 6 8 DEMOLISH TILE WAINSCOT AND SUBSTRATE WITHIN BOUNDS INDICATED. SAWCUT TILE TO CREATE CLEAN, PLUMB EDGE 5' - 3 " 7' - 10" 9 10 10 11 11 12 13 2 FIELD BIOLOGY LAB 107 STORAGE 107A STORAGE 107B LABORATORY 111 ELEV. EQUIP 107C ELEVATOR 1-D SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 3 8 P M 1ST FLOOR ENLARGED DEMO PLAN BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AD102 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 3/16" = 1'-0"1 1ST FLOOR ENLARGED DEMO PLAN KEYNOTE LEGEND 1 DEMOLISH FRAMED WALL 2 DEMOLISH DOOR, FRAME & HARDWARE 3 DEMOLISH EXISTING CASEWORK 4 OWNER TO REMOVE TABLE 5 EXISTING CONCRETE FLOOR TO REMAIN 6 DEMOLISH EXISTING VCT 7 DEMOLISH SINK 8 DEMOLISH CARPET 9 DEMOLISH COUNTERTOP TO JOINT. DEMOLISH CASEWORK BELOW TAKING CARE TO PROTECT CASEWORK TO REMAIN. MAKE NECESSARY CUTS CLEAN AND EVEN. FINISH EXPOSED WOOD TO MATCH EXISTING. 10 EXISTING CASEWORK TO REMAIN 11 DEMOLISH ELECTRIC OUTLET. PATCH, TEXTURE AND PAINT WALL WHERE IT REMAINS. 12 DEMOLISH GAS FIXTURE. ENSURE THAT REMAINING GAS FIXTURES ARE LEFT IN PROPER WORKING CONDITION. 13 DISCONNECT EQUIPMENT, GAS CANISTERS OR OTHER ITEMS, IF ANY, AND DELIVER TO OWNER. DEMOLISH PIPES, TUBES, ETC. DRAINING INTO FLOOR DRAIN. N DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 WILDLIFE MUSEUM 218 STORAGE 220A CLASSROOM 220 MECHANICAL ROOM (BELOW) 199 1 2 2 2 2 2 3 WILDLIFE MUSEUM ANNEX 202 SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 3 3 : 5 5 P M 2ND FLOOR ENLARGED DEMO PLAN BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AD103 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 1/8" = 1'-0"1 2ND FLOOR ENLARGED DEMO PLAN N KEYNOTE LEGEND 1 CREATE PENETRATION ABOVE 2ND FLOOR CORRIDOR CEILING FOR REVERSE OSMOSIS (RO) WATER LINE 2 REMOVE CEILING TILES AS REQUIRED TO RUN RO WATER LINE. PROTECT FROM DAMAGE & REPLACE UPON COMPLETION OF WORK 3 DEMOLISH GYP. BD. AS REQUIRED TO RUN RO WATER LINE. CREATE FLOOR PENETRATION WITHIN WALL CAVITY FOR WATER LINE. REPLACE GYP. BD., PATCH, TEXTURE AND PAINT TO MATCH EXISTING. DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 OC OC 1 1 1 1 1 1 1 1 1 2 2 2 2 3 2 2 3 4 5 5 2 5 6 8' - 11" 8' - 11" 8' - 10" 7 7 7 FIELD BIOLOGY LAB 107 STORAGE 107B STORAGE 107A ELEV. EQUIP 107CELEVATOR 1-D SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 3 9 P M DEMOLITION CEILING PLAN BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AD104 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 3/16" = 1'-0"1 DEMOLITION CEILING PLAN KEYNOTE LEGEND 1 REMOVE LIGHT FIXTURE. SALVAGE FOR REINSTALLATION 2 REMOVE SPRINKLER HEAD. SALVAGE FOR REINSTALLATION 3 REMOVE CEILING OCCUPANCY CENSOR. SALVAGE FOR REINSTALLATION 4 REMOVE RETURN AIR GRILLE. SALVAGE FOR REINSTALLATION 5 DEMOLISH SUPPLY AIR GRILL 6 DEMOLISH RETURN AIR GRILL 7 DEMOLISH CEILING N DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 111C 111D 111B 107 FIELD BIOLOGY LAB 107 3' - 2 " 1 1 1 1' - 6" 2 4" 8' - 1" 10 ' - 1 " ELEV. EQUIP. 107C AE401 AE401 1 AE402 1 3 3 4 2 5' - 0 " AE402 4 4 AE402 5 AE403 1 5 1 3 4 5 VIVARIUM 111D LAB 111 5' - 3 " 6 WORK ROOM 111B LABORATORY 111C CLR 5' - 0" 4' - 9"1 1 1A 1B1B 1B 1B 7 88 SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 0 P M CONSTRUCTION PLAN BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE101 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 3/16" = 1'-0"1 CONSTRUCTION PLAN KEYNOTE LEGEND 1 VINYL FLOOR TRANSITION @ DOORWAY. ARCHITECT TO SELECT COLOR 2 PROVIDE CARD ACCESS TO EXISTING DOOR 3 8 MIL. REV. OSMOSIS CONNECTION, REF: PLUMBING 4 REVERSE OSMOSIS @ SINK, REF: PLUMBING 5 POWER STRIP, REF: ELCTRICAL 6 LAB SHELVING UNIT 7 INSTALL GYP. BD. @ DEMOLISHED TILE TO MATCH EXISTING THICKNESS. PATCH, TEXTURE AND PAINT TO MATCH EXISTING. 8 QUARTER ROUND HARDWOOD EDGE BORDER @ SAWCUT TILE WAINSCOT. MATCH THICKNESS OF TILE AND ROUND TOP TO MATCH CONTOUR OF BULLNOSE. PRIME AND PAINT TO MATCH WALL. N DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 OC 1 1 1 1 12 2 2 2 3 3 4 1 2 FIELD BIOLOGY LAB 107 WORK ROOM 111B LABORATORY 111C 8' - 11" OC OC 8' - 11" 1 1 1 1 2 4 5 2 2 54 ELEV. EQUIP. 107C VIVARIUM 111D LAB 111 8' - 11" 6 1 3 3 SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 1 P M REFLECTED CEILING PLAN BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE102 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 3/16" = 1'-0"1 REFLECTED CEILING PLAN KEYNOTE LEGEND 1 NEW 2x2 LIGHT FIXTURE 2 NEW FIRE SPRINKLER HEAD 3 NEW 2x2 SUPPLY AIR GRILL 4 NEW 2x2 RETURN AIR GRILL 5 NEW OCCUPANCY SENSOR 6 REPAIR CEILING GRID N DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 1' - 3"1' - 3"3' - 4"1' - 3"1' - 3"3' - 4"1' - 3"1' - 3"1' - 3"3' - 2"2' - 0" 2 AE501 TYP 3 AE501 TYP 1' - 6" EXISTING WALL. PREP. & PAINT, P-1 POWER STRIP, REF: ELECTRICAL SOLID SURFACE COUNTERTOP AND BACK SPLASH. SS-1 2' - 0"1' - 3"1' - 3"2' - 6"1' - 3"1' - 3"2' - 6"2' - 9" 2 AE501 TYP 3 AE501 TYP 5 AE501 TYP 4 AE501 2' - 0"2' - 6"2' - 6"2' - 6"2' - 6" 6" SOLID SURFACE COUNTERTOP AND BACK SPLASH. SS-1 EXISTING WALL. PREP. & PAINT, P-1 1' - 3"2' - 4"1' - 3"2' - 4"1' - 3" 3 AE501 TYP POWER POLE EQ EQCABINET MOUNTED SHELVES REF: FF&E 2 ADD. SHELVES PER UNIT SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 2 P M INTERIOR ELEVATIONS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE401 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 3/8" = 1'-0"1 ROOM 111C - SOUTH 3/8" = 1'-0"3 ROOM 111C - NORTH 3/8" = 1'-0"4 RM 111C - SOUTH DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 SOLID SURFACE COUNTERTOP. SS-1 BASE CABINETS CABINET MOUNTED SHELVES W/ POWER POLE 2' - 9 3/4"1' - 8"3' - 0"1' - 8"3' - 0" 2 AE501 TYP 3 AE501 TYP 6" SOLID SURFACE COUNTERTOP AND BACK SPLASH. SS-1 POWER STRIP GAS CYLINDER BRACKET EXISTING WALL. PREP. & PAINT, P-1 2' - 6"1' - 3"1' - 3" 5 AE501 TYP 3 AE501 TYP 6" EXISTING WALL. PREP. & PAINT, P-1 ADJ. SHELVING OWNER PROVIDED SOLID SURFACE COUNTERTOP AND BACK SPLASH. SS-1 BRACKET @ 24" O.C. TYP. SOLID SURFACE COUNTERTOP. SS-1 ADJ. SHELVING OWNER PROVIDED GYP. BD. TEXTURE, PRIME & PAINT. SUBMIT TEXTURE SAMPLE FOR APPROVAL SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 2 P M INTERIOR ELEVATIONS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE402 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 1/2" = 1'-0"2 RM 111C - EAST 3/8" = 1'-0"3 RM 111C - WEST 3/8" = 1'-0"4 ROOM 111D - SOUTH 3/8" = 1'-0"5 ROOM 111B - EAST DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 BRACKET @ 24" O.C. TYP. SOLID SURFACE COUNTERTOP. SS-1 EXISTING WALL. PREP. & PAINT, P-1 ADJ. SHELVING OWNER PROVIDED, TYP. GYP. BD. TEXTURE, PRIME & PAINT. SUBMIT TEXTURE SAMPLE FOR APPROVAL PAINT COLUMN, P-1 SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 3 P M INTERIOR ELEVATIONS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE403 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 3/8" = 1'-0"1 ROOM 111B - NORTH DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. ADJUSTABLE SHELVES 1' - 0" 3' - 0" BACKSPLASH, SS-1. REF: ELEVATIONS FOR DIMENSIONS COUNTERTOP, SS-1 METAL DRAWER SIDES OR HEAVY-DUTY GLIDES, TYP. FLEXIBLE BASE, FB-1 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. 1" 8 " 1 0 " 1 ' - 1 " 4" BACKSPLASH, SS-1. REF: ELEVATIONS FOR DIMENSIONS COUNTERTOP, SS-1 FLEXIBLE BASE, FB-1 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. 4" 2' - 7" 1" BACKSPLASH, SS-1. REF: ELEVATIONS FOR DIMENSIONS COUNTERTOP, SS-1 FLEXIBLE BASE, FB-1 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. 4" 2' - 7" 1" 4 5 ° M A X M AIN R U N N E RCROSS R U N N E R 1/2" CONDUIT COMPRESSION BRACE -FULL HEIGHT - TYPICAL SPLAY WIRE 12 GA. AT 12'-0" O.C. IN EACH PLAN OF EACH RUNNER VERTICAL WIRES 12 GA. @ 4'-0" O.C. 2" MIN. 45° MAX 4 5° M A X 4 5 ° M A X 2" MIN. 1 2 ' - 0 " T Y P I C A L 4 '-0 " M A X . 1 2 '-0 " T Y P I C A L FIRST LINE OF BRACING 4'-0" OR LESS FROM WALL BOUNDARY CEILING SUSPENSION SYSTEM NOTE: CEILINGS ARE REQUIRED TO BE BRACES UNLESS ALL OF THE FOLLOWING CRITERIA ARE MET: 1) ROOM AREA IS SMALLER THAN 144 SQ. FT., AND 2) THERE ARE WALLS ON FOUR SIDES, AND 3) THE WALLS EXTEND TO THE STRUCTURE. SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 3 P M DETAILS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE501 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET 3/4" = 1'-0"2 UPPER CABINET 3/4" = 1'-0"3 BASE CABINET - 3 DRAWER 3/4" = 1'-0"4 BASE CABINET - DOORS 3/4" = 1'-0"5 BASE CABINET - SINK 3/4" = 1'-0"1 CEILING GRID DETAIL DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 2"3' - 0"2" 7' - 0" 2" 3' - 4" F1 3' - 0" 7' - 0" D1 Wall Type 5/8" Type X Gyp. Bd. both sides on 3-5/8" 18 ga. framing @ 16" O.C. Acoustic Batt Insulation. Framing and Gyp. to deck above. Texture to match existing. TYPE 1A -Addition of 3/4" treated plywood on one side where wall- mounted shelves are located. TYPE 1B -Addition of finish on corridor side 2" 2" 1/2" 2"varies P1 3 3/4"3/4"3/4" 5" 1/4"1/4" SHEET NAME: SHEET NUMBER: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 9/ 1 4 / 2 0 2 3 3 : 2 1 : 4 5 P M DETAILS BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 PAYNE Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE502 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12324 9/14/23 BID SET FINISH LEGEND CODE PRODUCT TYPE MANUFACTURER STYLE COLOR COLOR CODE CABINET PLAM-1 PLASTIC LAMINATE WILSONART TEXTURED MELAMINE VALLEY FORGE ELM 8231K-79 CEILING ACT-1 ACOUSTIC CEILING TILE USG RADAR 2X2 SQUARE EDGE WHITE COUNTERTOP SS-1 SOLID SURFACE WILSONART CASHMERE MIRAGE 9135MG FLOOR FB-1 FLEXIBLE BASE BURKE BURKEBASE RUBBER TYPE TP 597 MOCHA BUR4G597 LVT-1 LUXURY VINYL TILE INTERFACE TEXTURED STONE COOL POLISHED CEMENT A00302 WALL PT-1 PAINT SHERWIN WILLIAMS CASHMERE SHELL WHITE CUSTOM BYU-I SUBMIT SAMPLE FOR APPROVAL PT-2 PAINT BENJAMIN MOORE SUPER SPEC DTM ALKYD SEMI GLOSS BLACK MAGIC BYU SUBMIT SAMPLE FOR APPROVAL DOOR HARDWARE CLASSROOM SET:SCHLAGE ND10S RHO, 626 GASKET: ZER 488SBK, BK WALL STOP: IVEY WS406/407CCV, 630 HINGE: IVEY 5BB1 4.5 X 4.5, 652 ROOM SCHEDULE TAG NAME AREA CEILING HEIGHT CEILING FINISH WALL FINISH BASE FINISH FLOOR FINISH NOTES 107 FIELD BIOLOGY LAB 942 SF 10' - 0" ACT-1 P-1 FB-1 LVT-1 LVT is OPCI 111B WORK ROOM 168 SF 10' - 0" ACT-1 P-1 FB-1 LVT-1 LVT is OPCI 111C LABORATORY 421 SF 10' - 0" ACT-1 P-1 FB-1 LVT-1 LVT is OPCI 111D VIVARIUM 82 SF 10' - 0" ACT-1 P-1 FB-1 LVT-1 LVT is OPCI DOOR SCHEDULE DOOR DOOR TYPE FRAME TYPE RATING COMMENTSTAG SINGLE / PAIR WIDTH HEIGHT 107 Single 3' - 0" 7' - 0" D1 F1 0 SEE HARDWARE BELOW 111B Single 3' - 0" 7' - 0" D1 F1 0 SEE HARDWARE BELOW 111C Single 3' - 0" 7' - 0" D1 F1 0 SEE HARDWARE BELOW 111D Single 3' - 0" 7' - 0" D1 F1 0 SEE HARDWARE BELOW 1/2" = 1'-0"1 DOOR FRAME TYPE 1/2" = 1'-0"2 DOOR PANEL TYPE 1 1/2" = 1'-0"3 Wall Type 3" = 1'-0"4 DOOR FRAME PROFILE FF&E SCHEDULE ITEM QUANTITY DESCRIPTION BRAND MODEL COLOR COMMENT CABINET MOUNTED SHELVES 2 48" SHELF TECLAB SUS-4848-2-EP PUTTY POWER POLE 1 POWER POLE 96" TECLAB VPP-96 PUTTY ADD. SHELVES 4 48" SHELF TECLAB IS-1248-H PUTTY SHELVING (WALL) 4 OWNER PROVIDED GAS CYLINDER BRACKET 1 WALL MOUNTED - CHAIN GRAINGER APPROVED WB1-9 DATE DESCRIPTION NO. F. DAVID GAY AR-985594 LICENSED ARCHITECT STATE OF IDAHO 08/14/2023 HOT WATER SUPPLY CHILLED WATER RETURN CHILLED WATER SUPPLY HOT WATER RETURN EXISTING LOW PRESSURE STEAM LOW PRESSURE CONDENSATE (E) CHWS CHWR HWR HWS EXHAUST GRILLE THERMOSTAT DROP IN PIPE VALVE IN RISE BALL VALVE RISE IN PIPE UNION T NEW CONNECTION FLAT OVAL (CROSS SECTION) ROUND DUCT (CROSS SECTION) SUPPLY DUCT (CROSS SECTION) HAND DAMPER SUPPLY AIR DIRECTION TURNING VANES IN DUCT ACCOUSTICAL LINING IN DUCT DROP OR RISE IN SUPPLY DUCT SUPPLY DIFFUSER RISE OR DROP IN ROUND OVAL DUCT INSIDE CLEAR DIMENSION IN INCHES DUCT SIZE, INSIDE CLEAR DIMENSION IN INCHES RETURN AIR OR EXHAUST DUCT (CROSS SECTION) RETURN AIR OR EXHAUST DIRECTION RETURN AIR GRILLE H.D. RISE 24"x18" 24"x12" DUCT RISE DESCRIPTION SYMBOL LEGEND SYMBOL GRILLE AND DIFFUSER SCHEDULE SYMBOL FACE PANEL SIZE TYPE KRUEGER MODEL TITUS MODEL REMARKS S-1 24"x24"LAY-IN CEILING 1400 TMS - R-1 VARIES PERFORATED - LAY-IN CEILING 6490 PAR SQUARE NECK E-1 VARIES FIXED DEFLECTION - LAY-IN CEILING AFCS585 25RL - VARIABLE VOLUME WITH REHEAT (VAVR) BALANCE MINIMUM MAX.HEATING COIL 35% PROPYLENE GLYCOL MIN. SYMBOL ROOM AIRFLOW AIRFLOW AIRFLOW HTG. CAPACITY GPM EWT MAX. PRESSURE TITUS INLET REMARKS SERVED CLG. CFM CFM HTG. CFM BTU/HR DEG F.DROP, FT. W.C.SIZE SIZE IN. VAVR-111D Vivarium 150 60 100 3,161 0.5 180 0.3 6 6 VAVR-111B Work Room 310 60 110 4,319 0.5 180 0.3 6 6 CONTROL VALVE SCHEDULE SYMBOL VALVE TYPE OPERATOR TYPE GPM PRESSURE DIFF. PSI CIRCULATING FLUID DUTY REMARKS VHCV-1 2-WAY ELECTRIC MODULATING 0.5 3 35% PROPYLENE GLYCOL HEATING WATER VAVR-1110 VHCV-2 2-WAY ELECTRIC MODULATING 0.5 3 35% PROPYLENE GLYCOL HEATING WATER VAVR-1118 See Section 230900 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 MECHANICAL SCHEDULES M-001 AP GWM I: \ 2 3 0 5 7 \ 0 1 - D W G \ M E C H \ S H E E T \ 2 3 0 5 7 - M - 0 0 1 . d w g , 7 / 1 0 / 2 0 2 3 5 : 0 6 : 2 2 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 DRAWING NOTES SCALE: 3/16"=1'-0" FIRST FLOOR MECHANICAL DEMOLITION PLAN 1 MD101 GENERAL NOTES A.DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGOUT THE CONSTRUCTION PERIOD. B. C. KEY PLAN 1 2 3 4 6 3 0 7 14 FIELD BIOLOGY LAB 107 ELEV. EQUIP 107C ELEVATOR 1-D STORAGE 107B STORAGE 107A LABORATORY 111 (E)12"x12" (E)10"x10" REMOVE EXISTING DIFFUSER / GRILLE PREPARATORY FOR NEW. REMOVE PORTION OF EXISTING SUPPLY AIR DUCTWORK AS SHOWN. EXISTING EXHAUST FAN TO REMAIN. PROTECT DURING CONSTRUCTION. RELOCATE TEMPERATURE SENSOR AND ASSOCIATED WIRING PREPARATORY FOR NEW SENSOR LOCATION. SEE REMODEL PLAN. (E)14"Ø (E)8"Ø (E)8"Ø (E)8"Ø (E)12"Ø (E)12"x12" (E)12"x12" (E)12"Ø (E)12"Ø (E)10"Ø (E)10"Ø (E)10"Ø (E)10"Ø (E)10"Ø (E)18"x10"(E)24"x16" (E)14"x10"(E)10"x10" (E)10"x10" (E)EXH. FAN (E)10"x8" (E)EXH. FAN (E)10"x8" HWSHWR HWSHWR (E)2" (E)1-1/2" (E)1-1/2"(E)1" (E)3/4" (E)2" (E)1-1/2" (E)2" 4 2 1 1 1 3 (E)12"x12" NK PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 MECHANICAL DEMOLITION PLAN MD101 AP GWM I: \ 2 3 0 5 7 \ 0 1 - D W G \ M E C H \ S H E E T \ 2 3 0 5 7 - M D 1 0 1 . d w g , 7 / 1 0 / 2 0 2 3 5 : 0 6 : 2 4 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 DRAWING NOTES SCALE: 3/16"=1'-0" FIRST FLOOR MECHANICAL REMODEL PLAN 1 MH101 KEY PLAN 1 6 3 0 7 14 FIELD BIOLOGY LAB 107 ELEV. EQUIP 107C WORK ROOM 111B LABORATORY 111 (E)12"x12" (E)10"x10" (E)14"Ø (E)8"Ø (E)8"Ø (E)8"Ø (E)12"Ø (E)12"x12" (E)12"Ø (E)12"Ø (E)10"Ø (E)10"Ø (E)10"Ø (E)18"x10"(E)24"x16" (E)14"x10"(E)10"x10" (E)10"x10" (E)EXH. FAN (E)10"x8" (E)10"x8" LABORATORY 111C VIVARIUM 111D HWSHWR HWSHWR (E)2" (E)1-1/2" (E)1-1/2" (E)3/4" (E)2" (E)1-1/2" (E)2" S-1 150 CFM, 8"Ø NK S.A. DIFFUSER 2 R-1 22"x10" NK R.A. GRILLE W/ SOUND BOOT. 3 S-1 310 CFM, 10"Ø NK S.A. DIFFUSER 2 H.D. 6"x8" +1"AL 6"Ø VAVR 111D 8"x10"+1"AL VAVR 111B 6"Ø 2 3 10"Ø (E)EXH. FAN GENERAL NOTES A.ALL HEATING WATER PIPING RUNOUTS TO BE 3/4" UNLESS OTHERWISE NOTED. (E)12"x12" (E)1" 410"Ø H.D. H.D. 8 6 6 7 4 S-1 400 CFM, 10"Ø NK S.A. DIFFUSER 5 E-1 WITH NEW. AIRFLOW TO REMAIN THE REPLACE EXISTING EXHAUST GRILLE SAME. 6 S-1 NEW S.A. DIFFUSER 7 R-1 NEW R.A. GRILLE 8 1 5 (E)10"Ø 10 9 9 9 20"x20" R.A. OPENING IN TOP OF R.A. DUCT RE-BALANCE EXISTING DIFFUSER TO 400 CFM. RELOCATE EXISTING ROOM TEMPERATURE SENSOR TO NEW LOCATION SHOWN. 9 10 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 MECHANICAL REMODEL PLAN MH101 AP GWM I: \ 2 3 0 5 7 \ 0 1 - D W G \ M E C H \ S H E E T \ 2 3 0 5 7 - M H 1 0 1 . d w g , 7 / 1 0 / 2 0 2 3 5 : 0 6 : 2 6 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 30 DEG. MAX. ONE SIDE 1/2 W INSIDE SQUARE, OUTSIDE RADIUS ALL DUCTS (SUPPLY, RETURN AND EXHAUST) TO HAVE TURNING ELBOWS NOT ALLOWED. 2. SQUARE ELBOW VANES IN SQUARE ELBOW. NOTES: 1. RADIUS ELBOW W 15 DEG. MAX. BOTH SIDES TURNING VANES SINGLE BLADE 45 DEG. ELBOW SINGLE BLADE SINGLE VANE SCHEDULE SMALL LARGE 2" R (51mm) 4-1/2" (114mm) 1-1/2" SP (38mm) 3-1/4" (83mm) 24 GA (0.70mm) 22 (0.85mm) 22.5 (TYP.) TURNING VANES, SEE DETAIL AND SCHEDULE BELOW 45 DEG. TURNING VANE DETAIL SELF TAPPING CADIUM PLATED HEX HEAD NO POP RIVETS ALLOWED SHEET METAL SCREWS. STRAPS TO BE SMACNA HVAC DUCT CONSTRUCTION HANGER SIZES FOR ROUND DUCT PERSTRAPS HANGER TIGHT AGAINST DUCT. STANDARDS. NO POP RIVETS ALLOWED TIGHT AGAINST DUCT. SHEET METAL SCREWS. STRAPS TO BE SELF TAPPING CADIUM PLATED HEX HEAD PER SMACNA HVAC DUCT CONSTRUCTION HANGER SIZES FOR RECTANGULAR DUCT 1 STANDARDS. ENDS OF LINER SHALL BE COATED WITH ADHESIVE. METAL DUCT GALVANIZED SHEET ALL ENDS OF LINER TO BE BUTTED FIRMLY TOGETHER. 12" C . C . M A X . SIZED PER DRAWING FROM EDGE OF LINER NOT MORE THAN 2" (TY P . ) 2" DUCT LINER ADHESIVE ADHERED TO DUCT W/100% DUCT LINER. LINER TO BE TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES BLADE MULTIPLES (TACK WELD ROD BLADE WITH V-GROOVE SECURELY TO BLADE) STRAP, RIVET TO BLADE SHEET METAL DUCT 22 GA. BLADE 1/2" SPRING LOADED END TO BLADE (BLADE MUST TACK WELD OR RIVET APPROX. Ì" ON ALL SIDES) CLEAR LINER OR DUCT STRAP 1/2" ROD DUCT SECTION LOCKING QUADRANT UP TO 30" - 3 BLADES UP TO 20" - 2 BLADES DUCT DEPTH UP TO 12" - 1 BLADE BLADE SECTION (ONE PER BLADE) LOCKING QUADRANT 1/2" ROD RECTANGULAR DUCT SEE PLANS FOR SIZING45 DEG. DUCT CONNECTION BRANCH DUCT OR SEE PLANS FOR SIZING RUNOUT TO DIFFUSER NOTE: MIN. AREA OF AxB SHALL EQUAL CROSS SECTION AREA OF AREA OF AxC SHALL BE EQUAL ROUND DUCT RUNOUT TO DIFFUSER HAND DAMPER SEE PLANS FOR SIZING RECTANGULAR DUCT A B C SEE PLANS FOR SIZING 45 BRANCH DUCT. TO 1.5xAREA OF AxB. SCALE: NONE RECTANGULAR DUCT FITTINGS DETAIL 2 MH501 SCALE: NONE ROUND DUCT HANGER DETAIL 3 MH501 SCALE: NONE DUCT STRAP HANGER DETAIL 4 MH501 SCALE: NONE DUCT LINER DETAIL 5 MH501 SCALE: NONE BRANCH DUCT AND DAMPER DETAIL 6 MH501 SCALE: NONE DUCT CONNECTION DETAIL 7 MH501 BAR SLIP H TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.* 43-54 55-60 61-84 22 20 20 1Ðx1ÐxÊ @60in. 1Ðx1ÐxÊ @60in. 1Ðx1ÐxÊ @60in.1Ð 1Ð 1Ð - - - - - - - 22 - 31-42 19-30 13-18 24 22 24 UP THRU 12 24 (ALLSIDE, (INCHES) SIDES) FOUR OF DIMENSION LONGEST SHEET METAL GAGE MENDED RECOM- NONE REQ. 1x1xÊ @60in. 1x1xÊ @60in. 1 1 1 NONE REQ.1 24 24 - - - 24 22 24 24 RECOM- MENDED 26 GAGEGAGE 26 MENDED RECOM- 24 GAGE SPACING BETWEEN REINFORCING INTERMEDIATE JOINTS &/OR TRANSVERSE MIN H, IN. & MAXIMUM ANGLE SIZE REINFORCING LONGITUDINAL MINIMUM HEMMED S SLIPS SLIP PLAIN ALT. SLIP DRIVE 1Ðx1ÐxÊ 1Ðx1ÐxÊ 1Ðx1ÐxÊ 22 22 22 22 22 22 NOT REQ. NOT REQ. 1Ðx1ÐxÊ 22 22 22 NOT REQ. NOT REQ. 1Ðx1ÐxÊ POCKET LOCK MENDED RECOM- POCKET LOCK ANGLE REINFORCED GAGE ANGLE NOT REQ. SIZE NOT REQ. NOT REQ. NOT REQ. REINFORCED 22 24 24 22 24 24 RECOM- MENDED GAGE MENDED RECOM- 24 GAGE 24 NOT REQ. NOT REQ. NOT REQ. 22 24 24 REINFORCED ANGLE NOT REQ. SIZE 24 REIN- FORCED BAR SLIP ANGLE SLIP H H BAR SLIP ANGLE STD. SEAM REINFORCED STD. SEAM NOT REQ. NOT REQ. NOT REQ. NOT REQ. REINFORCED ANGLE SIZE H AT JOINTS TRANSVERSE REINFORCING * H H SCALE: NONE DUCT CONSTRUCTION DETAIL 1 MH501 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 MECHANICAL DETAILS MH501 AP GWM I: \ 2 3 0 5 7 \ 0 1 - D W G \ M E C H \ S H E E T \ 2 3 0 5 7 - M H 5 0 1 . d w g , 7 / 1 0 / 2 0 2 3 5 : 0 6 : 2 8 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NONE DUCT CONNECTION TO DIFFUSER DETAIL 1 MH502 SCALE: NONE FACTORY MADE DUCT DETAIL 2 MH502 SCALE: NONE SOUND BOOT DETAIL 3 MH502 SCALE: NONE TRANSFER / RETURN AIR SOUND BOOT DETAIL 4 MH502 FOR SIZING ROUND DUCT, SEE PLANS MADE DUCT. MAX. LENGTH 3'-0". FASTEN WITH MASTIC AND BINDING HIGH PRESSURE RATED FACTORY SUPPLY AIR DIFFUSER, SEE PLANS FOR SIZING CEILING STRAP. SEE DETAIL THIS SHEET BINDING STRAP BINDING STRAP5/8" SCREW TIGHTENING MASTIC METAL DUCT ROUND SHEET 2" METAL SCREW (TYP. 3) THROUGH FACTORY DUCT INTO ROUND FACTORY DUCT IN PLACE SHEET METAL DUCT TO HOLD HIGH PRESSURE RATED SHEET FACTORY MADE DUCT WITH WOVEN FIBERGLASS FABRIC IMPREGNATED WITH VINYL OR NEOPRENE CLAMPED IN A CONTINUAL HELIX OF ALUMINUM OR COLD ROLLED STEEL, 3'-0" MAX. LENGTH FLEXMASTER TYPE 4 OR THERMAFLEX M-KC RETURN SHEET METAL SCREWS 1" WIDE 22 GA. SHEET UNDER 2" ANDFASTEN WITHSHEET METAL TURN HANGER METAL SKIN ACOUSTICAL 1" INTERIOR DENSITYLINING, 1 PCF SCREW.W (12" MIN . ) W 1/2 W (MIN. 8"+AL) GRILLE LENGTH 1/2 W HANGING STRAP AIR GRILLE ACOUSTICAL NO LINE OF SIGHT THROUGH CONSTRUCTED SO THERE IS SOUND BOOT TO BE THE SOUND BOOT. NOTE: 1" INTERIOR LINING, 1 lb. DENSITY W W+2"W L WALL W W W+2" LINE OF SIGHT SCALE: NONE VAVR BOX DETAIL 5 MH502 DUCT SIZE SEE PLANS FOR 12"x12" MINIMUM ACCESS DOOR, VAV BOX, SEE PLANS FOR SIZING AND LOCATION ON PLANS TRANSITION FROM DISCHARGE END AS REQUIRED TO SIZE INDICATED BRANCH DUCT TO DIFFUSERS, SEE PLANS FOR SIZING REHEAT COIL WHERE INDICATED TRANSITION TO INLET OF VAV BOX AS REQUIRED MAIN SUPPLY DUCT, SEE 1'-0" PLANS FOR SIZE AND TYPE CONTROLS ENCLOSURE, VERIFY WHICH SIDE OF BOX WITH DRAWINGS PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 MECHANICAL DETAILS MH502 AP GWM I: \ 2 3 0 5 7 \ 0 1 - D W G \ M E C H \ S H E E T \ 2 3 0 5 7 - M H 5 0 2 . d w g , 7 / 1 0 / 2 0 2 3 5 : 0 6 : 3 0 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NONE 2-WAY HEATING COIL PIPING SCHEMATIC 1 MP501 INSTALL VALVES AS CLOSE TO COIL AS POSSIBLE SHALL BE INSTALLED WITHIN 2'-0" OF VALVE NOTES: VALVES2. 1. B COPPER PIPE COPPER TEE W/ THREADED INSERT & P/T PLUG, (TYP.) A SUPPLY WATER TO BE CONNECTED TO AIR LEAVING SIDE OF COIL RETURN WATER TO BE ENTERING SIDE OF COIL CONNECTED TO AIR VENT HEADER 1/2" BALL VALVE FOR EACH MANUAL AIR VENT, PROVIDE UNION (TYPICAL) VALVE WITH UNION ENDS 2-WAY MODULATING CONTROL A (REFRIGERATION FLARE CONN. AT RATED FLOW VENTURI FOR 20" TO 50" W.G. P WILL NOT BE ACCEPTED). SELECT VENTURI W/ SCHRADER VALVES W/ MEMORY STOP & INDICATOR, FLOWSET ACCUSETTER VALVE HOSE END & CAP 1/2" BALL VALVE WITH BALL VALVE (TYPICAL) THREADED TO SWEAT CONN. (TYPICAL) B COPPER PIPE AIR FLOW HWS MIN. 5 PIPE DIAMETERS REDUCER HWR SCALE: NONE CIRCUIT BALANCING VALVE DETAIL 2 MP501 EQUIPMENT SIDE SYSTEM SIDE REDUCER, TYPICAL BOTH SIDES CIRCUIT BALANCE VALVE METER CONNECTION POINTS UNION WALLS, USE ASG ACOUSTICAL SEALANT. FOR PENETRATIONS THROUGH SOUND NOTE: STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE PIPING EXPOSED TO VIEWCONCEALED PIPING TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER PIPE AND INSULATION TO BE CENTERED IN SLEEVE-DO NOT SUPPORT PIPE FROM SLEEVE INTERIOR WALLS SCALE: NONE PIPE PENETRATION DETAIL 3 MP501 MAPLE OR CALCIUM INSULATION PIPE DOUBLE NUT HANGER ROD. TYPICAL ~ "UNISTRUT" 1-5/8" ~ ~ CONCRETE TO PIPE TRAPEZE OR SPLIT STRUCTURE TYPE CONCRETE RING HANGER, EQUIP, OR FASTEN CHANNEL 2-HILTI DS POWER ACUATED 2-1/2" DIA. HILTI KWIK BOLT II FASTENERS W/ 3/4" PENETRATION UNISTRUT 1-5/8" CHANNEL FOR LOADING UP TO 2000 LBS. USE P-1001. MIN. LENGTH IS 8" 700LBS. USE P-1000 FOR LOADING UP TO UP TO 400 LBS. 400-4000 LBS. FASTENER REQUIREMENTS OVAL DUCTWORK LOADING STRUCTURE CONCRETE FASTENER SEE SCHEDULE W/ 3-1/2" EMBED. TO STRUCTURE 12" LONG SHEET METAL PROTECTION SILICATE SADDLE, 1" AND SMALLER LOADING IS NOT EXCEEDED. SUPPORT FROM STRUCTURE PANEL POINTS. FOR TRAPEZE HANGERS SHALL NOT EXCEED THE TOTAL LOADING INDICATED. IF SMALLER ROD SIZE IS USED, DECREASE MAXIMUN SPACING SO THAT TOTAL HANGERS SIZES AND SPACING ARE FOR SINGLE PIPES. HANGER ROD LOADING NOTE: 14" 5" - 8" 10" - 12" 1-1/4" - 2" 2-1/2" - 4" PIPE SIZE SLEEVE WEIGHT/FT. TOTAL 16 20 20 8 10 12 100/2000 126/2522 50/800 2.5/20 20/240 6/60 TRAPEZE HANGER MAX. SPACING PIPE LOAD UP TO 2000 LBS. USE P-1000, FOR LOADING UP TO 700 LBS. USE CHANNEL-FOR LOADING P-1001. 7/8" 7/8" 3/8" 3/8" 5/8" 7/8" SPLIT RING HANGER ROD SIZE SCALE: NONE PIPE HANGER DETAIL 4 MP501 CI N C H A N C H O R S THRU-BOLT CINCH ANCHORS ANGLE ADJUSTABLE PIPE STAND ROD STEEL PLATE BLOCK WALL WELDED STEEL WALL BRACKET U-BOLT STEEL STRAP TURNBUCKLE EYE BOLTS OR BEAM/TRUSS U-BOLTS WALL BRACKET STEEL OFFSET EYE BOLT PIPE CLAMP TURNBUCKLE ROD CONNECTION INSERTS CLAMPSI-BEAM ANGLE OR BEAM/TRUSS CONNECTION ROD U-BOLTS INSERTS NOTE: WHERE PIPES ARE INSULATED, THE INSULATION IS TO PASS THROUGH THE CLAMP WITH EITHER CALCIUM SILICATE BLOCKERS OR INSULATION SHIELDS AS REQUIRED. SCALE: NONE TYPICAL PIPE SUPPORTS DETAIL 5 MP501 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 MECHANICAL PIPING DETAILS MP501 AP GWM I: \ 2 3 0 5 7 \ 0 1 - D W G \ M E C H \ S H E E T \ 2 3 0 5 7 - M P 5 0 1 . d w g , 7 / 1 0 / 2 0 2 3 5 : 0 6 : 3 3 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 FLOOR UP WITH LIGHT SWITCH SENSOR SHALL LINE CONCRETE BLOCK OR STUD WALL STUD SPACE FIELD COORDINATE WITH CONCRETE WALL OR CONCEALED WITHIN CONTROL CONDUIT EMBEDDED WITHIN ELBOW RADIUS ELBOW NOMINAL 2"x4"x2-1/2" DEEP ROOM SENSOR OR SWITCH 48" J-BOX NOTE: WALL CONSTRUCTION 90° SHORT 2 POSITION OR DAMPER MOTOR DM CONTROL SIGNAL FROM DDC PANEL MODULATING AS SHOWN 2 POSITION OR MODULATING AS SHOWN CONTROL VALVE 2 OR 3-WAY AS SHOWN FROM DDC PANEL CONTROL SIGNAL CV-XX 24 VOLT WIRING TO TRANSFORMER IN LVTP WALL SENSOR CONTROLLER (TYPICAL) DDC NO CONTROL VALVE HWS HWR (FACTORY WIRED) FLOW SENSOR MAIN COMMUNICATION TRUNK DP DM CT DAMPER MOTOR (FACTORY WIRED) AI AI AO SEE PLANS. 2 OR 3-WAY SCALE: NONE REHEAT CONTROL DIAGRAM 2 MI601 VAV COOLING WITH TERMINAL SCALE: NONE SENSOR MOUNTING DIAGRAM 4 MI601 SCALE: NONE TYPICAL DAMPER MOTOR DIAGRAM 5 MI601 SCALE: NONE TYPICAL CONTROL VALVE DIAGRAM 6 MI601 DISCHARGE AIR TEMPERATURE SENSOR SCALE: NONE TRANSFORMER PANEL (LVTP)1 MI601 120/60/1 POWER H R FIRE ALARM CONTACT TRANSFORMER, QUANTITY AS REQUIRED BY DIV. 26 N PRESSURE SWITCHES, ELECTRIC OPERATED VALVES, ETC. ARE THE RESPONSIBILITY OF DIVISION 23. ATC PANELS, SENSORS, ETC, AS INDICATED ON THE PLANS ALL IN ACCORDANCE WITH DIVISION 26. ANY QUESTION OF RESPONSIBILITY SHALL BE CLARIFIED BY THE GENERAL CONTRACTOR THE CONTROLS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR CONTROL SYSTEMS CIRCUITS. THE CONTROLS CONTRACTOR SHALL ROUTE ALL CONDUIT FOR MECHANICAL CONTROLS, PULL WIRING REQUIRED FOR MECHANICAL CONTROLS THROUGH THE CONDUITS AND MAKE CONNECTIONS TO MECHANICAL EQUIPMENT, THROUGH THE CONTROL DEVICE AND BACK TO THE JUNCTION BOX. CONTROLS CONTRACTOR SHALL INTERRUPT THE CIRCUIT IN THE MECHANICAL EQUIPMENT JUNCTION BOX, WIRE THE ELECTRICIAN SHALL RUN AND CONNECT ALL WIRING AND DEVICES 120 VOLTS AND ABOVE WHICH POWER GENERAL NOTES FOR MECHANICAL CONTROLS AUXILIARY RELAYS, LOW VOLTAGE TRANSFORMERS, CONTROL PANEL SWITCHES AND DEVICES, THERMOSTATS, ALL WIRING SHALL TERMINATE AT LABELED TERMINAL STRIPS.10. 9. 8. CONTROLS CONTRACTOR (DIV 23). PRODUCTS AND PRACTICES SHALL BE SIMILAR FOR ALL INSTALLATIONS. RESPONSIBILITY OF DIVISION 26. BREAKERS AND DISCONNECTS, AUXILIARY CONTACTS, STANDARD PILOT LIGHTS AND MAGNETIC STARTERS ARE THE GENERAL CONTRACT. OF SPECIFIC CONCERN ARE THE CONTROL SYSTEMS RELATED TO MECHANICAL EQUIPMENT. RESPONSIBILITY FOR THE CONTROL WORK IS DIVIDED BETWEEN THE PROJECT ELECTRICIAN (DIV. 26) AND A SPECIALTY ALL ELECTRICAL INSTALLATION, BE IT POWER DISTRIBUTION OR SPECIAL SYSTEMS, IS INCLUDED IN THE SCOPE OF THE THE ELECTRICIAN SHALL PROVIDE ALL POWER TO AND THROUGHOUT THE BUILDING, TO INCLUDE MOTOR CONTROL ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH DIVISION 26 AND TO THE FULLEST EXTENT POSSIBLE, CENTERS, BREAKER PANELS AND ALL OTHER SYSTEMS DESIGNATED TO THE ELECTRICIANS. MOTORS AND OTHER MECHANICAL DEVICES. WHERE CONTROL DEVICES ARE LOCATED IN POWER CIRCUIT, THE 7. 6. 5. 4. 3. 2. 1. 11. 12.PROVIDE 76K BAUD MINIMUM SPEED BACNET MS/TP TO EACH PUMP & FAN VFD, HW & DHW HEAT EXCHANGER CONTROL PANELS, HUMIDIFICATION SYSTEM MASTER CONTROL PANEL AND OTHER DEVICES AS INDICATED IN THIS BUILDING. SEE INDIVIDUAL CONTROL DIAGRAMS CONTAINED IN THIS SET FOR CLARIFICATION. (E) ETHERNET CONNECTION (TYPICAL) 24V POWER FROM LOCAL LVTP BY DIV. 23, TYP. 24V POWER FROM LOCAL LVTP BY DIV. 23, TYP. LON BUS, TYP. LVTP 120V POWER BY DIV. 26QUANTITY AS INDICATED ON PLANSLVTP 120V POWER BY DIV. 26QUANTITY AS INDICATED ON PLANS 120V POWER BY DIV. 26 24V POWER FROM LOCAL LVTP BY DIV. 23, TYP. EXISTING NAE PANEL MAKE MODIFICATIONS TO EXISTING PANEL AS NEEDED IN ORDER TO ACCOMMODATE THE CONTROL AND MONITORING OF NEW TERMINAL UNITS. VAVR CONTROLLERS (QUANTITY AS REQ'D. SEE DRAWINGS TYP.) 24V POWER TO TERMINAL UNIT DDC CONTROLLERS QUANTITY AS REQ'D BY DIV. 23 24V POWER TO TERMINAL UNIT DDC CONTROLLERS QUANTITY AS REQ'D BY DIV. 23 SCALE: NONE REVISED ONE-LINE DIAGRAM 3 MI601 LOW VOLTAGE ALLOW FOR ACCOMMODATION OF HW DIFFERENTIAL PRESSURE SENSOR WIRING EXTENDING FROM THE HEATING WATER DIFFERENTIAL PRESSURE SENSOR LOCATED AT MOST HYDRAULICALLY REMOTE POINT FROM THE HEATING WATER PUMPS INSIDE THE BUILDING BACK TO THE HEATING WATER MECHANICAL ROOM. PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 MECHANICAL CONTROLS MI601 AP GWM I: \ 2 3 0 5 7 \ 0 1 - D W G \ M E C H \ S H E E T \ 2 3 0 5 7 - M I 6 0 1 . d w g , 7 / 1 0 / 2 0 2 3 5 : 0 6 : 3 5 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 F ELECTRICAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) J JUNCTION BOX POWER AND/OR DATA SERVICE POLE PUSHBUTTON STATION CEILING MOUNTED DUPLEX RECEPTACLE 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) 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 SMALL EXHAUST FAN CONNECTION 42" MTG HEIGHT AFF OR AFG USB 120V RECPT. W/ USB CHARGING PORTS 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. 2X4 LED FIXTURE 2X2 LED FIXTURE SURFACE MOUNTED LED FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. CONNECT TO EMERGENCY POWER SYSTEM. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH SWITCH SUBSCRIPTS D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) F TIMER SWITCH (INTERMATIC MODEL EI400 SERIES) WP WEATHERPROOF F1 LIGHT FIXTURE TYPE DESIGNATION S ### 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. ### SYMBOL DESCRIPTION WALL MOUNTED FIRE ALARM SPEAKER ONLY WALL MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) ## ##CEILING MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) ## ## WALL MOUNTED FIRE ALARM SPEAKER STROBE (CANDELA RATING AS INDICATED) CEILING MOUNTED FIRE ALARM SPEAKER STROBE (CANDELA RATING AS INDICATED) A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. GENERAL FIRE ALARM SYSTEM NOTES DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _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: 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) SYMBOL DESCRIPTION SYMBOL DESCRIPTION 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers PROJECT NAME: SHEET NAME: A B 1 2 3 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE P.E. #:2388 08-08-2023 8/30/2023 9:55:47 AM ELECTRICAL SYMBOLS & DETAILS BENSON 107A & 107B REMODEL EG001 TP BP ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 DATE DESCRIPTION NO. ELECTRICAL SPECIFICATIONS 1.INTENT: Provide and install complete and operable electrical systems including but not not limited to; lighting, power, receptacles, data, fire alarm ande etc. Provide all required connections to all Mechanical and Plumbing equipment, as indicated and required, including all conduits, wiring and controls. Coordinate with mechanical contractor and drawings. 2.COMPLIANCE WITH CODES: All work and material shall comply with all applicable codes, safety orders, laws, ordinances and regulations of governing authorities and other agencies having jurisdiction including regulations of the State and Local Fire Marshall, unless detailed as specified to a more restrictive standard or higher requirement. 3.INTERPRETATION OF DRAWINGS: The electrical drawings are essentially diagrammatic in that all provisions necessary to conform to structural, architectural, mechanical and plumbing systems can not be shown. All installations shall be adjusted as necessary to conform and to avoid obstructions, without additional cost to the owner. All work, material and equipment called for by notes,schedules or otherwise indicated on the drawings shall be furnished and installed as though fully set forth in these specifications. 4.VISITING THE SITE: Contractor shall visit the site and become acquainted with conditions to be encounterd. Extra funds will not be allowed due to failure to examine the site and to included existing conditions in bid price. 5.COORDINATION WITH UTILITIES: These plans have been prepared without utility company comments. The contractor shall verify exact requirements for the electrical, telephone and communication services with the utility company representatives and provide all work and pay all costs for a complete and operating systems, as directed by the governing utilities. 6.MATERIALS AND WORKMANSHIP: All workmanship shall be performed by skilled electricians using the best standard practives of the trade. All materials shall, unless otherwise noted, be new and in perfect condition and working order. All material for similar uses shall be of the same type, material and manufacturer for ease of future maintaenance. All equipment shall be readily accessible for maintenance and repairs. All materials, fixtures and equipment shall be covered or sealed upon installation so as to provide for safety and to insure that operation and appearance will be maintained after subsequent construction operations. 7.EXECUTION: Raceway installation: Seperate underground conduits in a common trench 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit depth shall be 18". Coordinate conduit installation with pipes, steel, footings and ducts installed by other trades. Install conduit runs exposed to view parallel or at right angles to structural members, walls or building lines. Support conduit with one-hole malleable factory made pipe straps, fastended with screws. 8.OPERATING AND ADJUSTING: The owner reserves the right to operate any systems of equipment prior to final comletion and acceptance of the work. Such perliminary operation shall not be construed as an acceptance of any work. Each piece of equipment and all of the systems shall be adjusted to insure proper functioning and shall be left in first class operating condition. 9.CUTTING AND PATCHING: Do all drilling and cutting as necessary for installation of equipment or conduit. Cutting or drilling of structure is only permitted with prior approval of the owner and structural engineer. Where cutting and patching of work is necessary, use the same materials, workmanship and finish to neatly match all surrounding work. 10.CONDUIT: All conduit material and installation methods shall be as allowed by the NEC, local AHJ and as directed by the owner. 11.CONDUCTORS: Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be #14 AWG unless noted otherwise. All wiring shall be Copper unless indicated otherwise. Type MC cable shall be permitted, provided it is installed in concealed areas and installation complies with the Local AHJ and NEC requirements. Use "Ideal Yellow" pulling compound for all wire pulls. Use Scotchlock connectors for all splices in #12 wire and tape bolted pressure connectors for larger wire. 12.GROUNDING: All conduit, branch circuits, feeders and etc. shall be provided with a grounding conductor. All grounding conductors shall be insulated and green in color, size as shown. 13.WIRING DEVICES: Devices shall be Standard type, Specification grade, color as selected by owner. Decora style devices are prohibited. Utilize GFCI and Tamper-proof devices in all locations as defined by the NEC. Wiring devices shall be as installed as allowed by the NEC, local AHJ. 14.DEVICE PLATES: Devices plate type and color shall be as directed by owner and as required by the NEC. 15.LIGHTING FIXTURES: As selected by owner and/or indicated in schedules. All light fixtures shall be installed and connected by the Electrical Contractor. 16.SERVICE EQUIPMENT & PANELBOARDS: Service Equipment: Shall be rated as such and shall comply with local utility co. requirments. Panelbards: Shall be provided with typed writtend directories indicating loads being served. Maintain all required clearances around equipment as required by the NEC. All equpment dimensions to be field verified. 17.CLEAN-UP: Upon completion of the work, prior to final inspection, thoroughly clean all exposed fixtures, trim and equipment and leave the entire installation in a neat, clean and usable condition. Remove all cement, paint, grease, oil and other foreign substances. 18.TEST: Test all conductors for shorts, opens, grounds or other defects. Correct any defective work and re-test. Demonstrate continuous satisfactory operation of all electrical systems and equipment. Provide training to the owner on electrical systems as needed for owner operation and maintenance of building. 19.GUARANTEE: Prior to final acceptacne of the project, deliver to the owner a written one year guarantee on all workmanship, materials and equipment and agree to repair or replace all such defective items promptly that may occure during the warranty period; including repair or replacement of the premises that may be damaged due to faulty work and materials furnished under contract. TYPICAL DEVICE MOUNTING HEIGHTS: FINISH FLOOR 1' -6'' THERMOSTAT OR SENSOR VERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' -0'' * 3' -6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CAB. DIMENSIONS PER ARCH. DETAIL 6" CABINET ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) FIRE 6' -8'' FIRE ALARM NOTIFICATIONDEVICE FIRE MANUAL PULL STATIONHANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT.TELE/DATAOUTLET TV OUTLET GENERAL DETAIL NOTES: A. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. B. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. C. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. D. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. GENERAL COORDINATION NOTE: • E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers PROJECT NAME: SHEET NAME: A B 1 2 3 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE P.E. #:2388 08-08-2023 8/30/2023 9:55:48 AM ELECTRICAL SPECIFICATIONS & DETAILS BENSON 107A & 107B REMODEL EG002 TP BP ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 DATE DESCRIPTION NO. 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers PROJECT NAME: SHEET NAME: A B 1 2 3 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE P.E. #:2388 08-08-2023 8/30/2023 9:55:48 AM ELECTRICAL SCHEDULES BENSON 107A & 107B REMODEL EG003 TP BP ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 LIGHTING CONTROL (nLIGHT) SYSTEM SCHEDULE TYPE DESCRIPTION MFGR.CATALOG #NOTES CEILING SENSORS SENSOR SWITCH nD1 DUAL-TECHNOLOGY, SMALL MOTION, CEILING OCCUPANCY SENSOR W/ AUTO DIMMING CONTROL PHOTOCELL SENSOR SWITCH nCM-PDT-9-RJ B-ADCX WALL SWITCHES SENSOR SWITCH 3 nD nLIGHT ON/OFF PUSHBUTTON W/DIMMING SENSOR SWITCH nPODM-DX 3 nDO nLIGHT DUAL-TECH OCCUPANCY SENSOR, ON/OFF PUSHBUTTON W/DIMMING SENSOR SWITCH nWSX PDT LV-DX 3 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTS LUMENS COLOR TEMP.(K)MFGR.CATALOG #NOTES F1 EXISTING 2X2 LED FIXTURE RECESSED 120-277 F2 2X2 RECESSED LED FIXTURE RECESSED 120-277 4800 40000 LITHONIA EPANL-2X2-4800-LM-80C RI-MIN1-NLIGHT-MVOLT 1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS. 2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING. 3. SCBA -STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.) 4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT. 5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES. 6. PROVIDE AND INSTALL 120V FACTORY APPROVED DIMMER SWITCH FOR TRACK: ACUITY P/N: SYNERGY ISD 400 ELV 120. 7. PROVIDE ALL COMPONENTS FOR COMPLETE INSTALLATION, INCLUDING BUT NOT LIMITED TO: END FEEDS, CONNECTORS AND ETC. LIGHT FIXTURE SCHEDULE NOTES: • LIGHTING FIXTURES INDICATED IN SCHEDULE ARE BASIS OF DESIGN, ALTERNATE MANUFACTURERS SHALL BE PRE-APPROVED BY ADDENDUM. ALTERNATE MANUCATURERS SHALL SUBMIT PER-APPROVALS TO ENGINEER A MINIMUM OF 10 DAYS PRIOR TO PROJECT BID DATE. GENERAL LIGHTING SCHEDULE NOTES: 1. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN DEVICE AND LIGHT FIXTURE(S) FOR DIMMING AS INDICATED ON DWGS. 2. ROUTE ASSOCIATED ROOM LTG CIRCUIT THROUGH RELAY FOR CONTROL, PROVDE 0-10V DIMMING AND LOW VOLTAGE CONNECTIONS AS INDICATED ON DRAWINGS AND DETAILS. 3. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS. 4. MOUNT DEVICE TO BOTTOM OF STRUCTURE. nLIGHT LIGHTING CONTROL SCHEDULE NOTES: nLIGHT LIGHTING CONTROL SCHEDULE GENERAL NOTES: • E.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL LIGHTING CONTROL COMMISSIONING/PROGRAMMING OF ALL nLIGHT COMPONENTS. THE COMMISSIONING/PROGRAMMING SHALL BE DONE BY A nLIGHT CERTIFIED TECHNICIAN. • E.C. SHALL NOTIFY OWNER 1-WEEK PRIOR TO COMMISSIONING/PROGRAMMING OF THE SYSTEM SO THAT THE OWNER CAN PROVIDE REPRESENTATIVES DURING THE COMMISSIONING/PROGRAMMING PERIOD. DATE DESCRIPTION NO. S ELEV. EQUIP. [107C] LAB [111] 1 2 (TYP) 3 (TYP) 3 (TYP) 8270 STA TE OF I D AHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers PROJECT NAME: SHEET NAME: A B 1 2 3 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE P.E. #:2388 08-08-2023 8/ 3 0 / 2 0 2 3 9 : 5 5 : 4 6 A M EXISTING LIGHTING PLAN BENSON 107A & 107B REMODEL ED001 TP BP ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 1 EXISTING LIGHTING CONTROL DEVICE TO BE RELOCATED. CAREFULLY DISCONNECT, CLEAN, AND STORE. SEE NEW LIGHTING PLAN FOR NEW LOCATION. RE-ROUTE CONTROL CABLES AS NECESSARY. 2 EXISTING LIGHTING TO REMAIN. PROTECT, MAINTAIN, AND/OR RE-ESTABLISH ELECTRICAL CONTINUITY TO LIGHT FIXTURES. 3 CAREFULLY DISCONNECT, REMOVE, CLEAN, AND STORE EXISTING LIGHTING FIXTURES TO BE USED IN REMODEL. DISCONNECT AND REMOVE EXISTING CONTROLS. EXISTING CONTROLS MAY BE USED WHERE COMPATIBLE WITH NEW DESIGN. SEE NEW LIGHTING PLAN FOR NEW LOCATION AND CONTROLS. KEY NOTES:# SCALE: 3/16" = 1'-0"1 EXISTING LIGHTING PLAN 8'4'0" NORTH DATE DESCRIPTION NO. C FIELD BIOLOGY LAB [107] WORK ROOM [111B] LABORATORY [111C] ELEV. EQUIP. [107C] VIVARIUM [111D] LAB [111] 1 2 3 1 2 2 2 2 4 2 2 1 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers PROJECT NAME: SHEET NAME: A B 1 2 3 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE P.E. #:2388 08-08-2023 8/ 3 0 / 2 0 2 3 9 : 5 5 : 4 6 A M EXISTING POWER PLAN BENSON 107A & 107B REMODEL ED002 TP BP ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 1 ALL EXISTING ELECTRICAL EQUIPMENT WITHIN THIS AREA IS TO REMAIN, UNLESS SPECIFICALLY INDICATED OTHERWISE. ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARE TO REMAIN. 2 DISCONNECT AND REMOVE EXISTING DEVICE IN CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TO ELECTRICAL PANEL OR ACTIVE J-BOX. 3 EXISTING PROGRAM BUILDING CLOCK TO BE RE-LOCATED; DISCONNECT, REMOVE AND RE-LOCATE TO NEW LOCATIONS AS INDICATED ON NEW POWER DRAWINGS. RE-ROUTE/EXTEND EXISTING 120V CLOCK CIRCUIT TO NEW LOCATION. 4 EXISTING FIRE ALARM DEVICE TO REMAIN. PROTECT, MAINTAIN AND/OR RE-ESTABLISH ELECTRICAL CONTINUITY TO DEVICE DURING CONSTRUCTION. KEY NOTES:# 8'4'0" NORTH SCALE: 3/16" = 1'-0"1 EXISTING POWER PLAN DATE DESCRIPTION NO. 1 Additional Demo 08-30-23 S nD1 S nD1 nD nD nDO S nD1 nD FIELD BIOLOGY LAB [107] WORK ROOM [111B] LABORATORY [111C]ELEV. EQUIP. [107C] VIVARIUM [111D] LAB [111] (TYP) F1 (TYP) F1 (TYP) F1 1 F2 2 (TYP) 2 2 (TYP) 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers PROJECT NAME: SHEET NAME: A B 1 2 3 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE P.E. #:2388 08-08-2023 8/ 3 0 / 2 0 2 3 9 : 5 5 : 4 6 A M LIGHTING PLAN BENSON 107A & 107B REMODEL EE001 TP BP ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 1 RELOCATED EXISTING LIGHTING CONTROL DEVICE. 2 CIRCUIT LIGHTING TO EXISTING LIGHTING CIRCUIT IN AREA, CONTROL AS SHOWN. KEY NOTES:# 8'4'0" NORTH SCALE: 3/16" = 1'-0"1 LIGHTING PLAN DATE DESCRIPTION NO. C S S FIELD BIOLOGY LAB [107] WORK ROOM [111B] LABORATORY [111C]ELEV. EQUIP. [107C] VIVARIUM [111D] LAB [111] 2D-3 2D-3 2D-3 2D-3 1 1 11 1 (TYP) AC AC AC 2 AC AC AC AC AC AC AC 1 (TYP) 'P' 'P' 'P' 'P' 'P' 'P' 'P' 'P' 3 3 AC 8270 STATEOFIDAHO T ODD P A Y N EREGISTER EDRP OFESSIONALEN G I NE E R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers PROJECT NAME: SHEET NAME: A B 1 2 3 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE P.E. #:2388 08-08-2023 8/ 3 0 / 2 0 2 3 9 : 5 5 : 4 7 A M POWER PLAN BENSON 107A & 107B REMODEL EE002 TP BP ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 1 PROTECT, MAINTAIN, AND/OR RE-ESTABLISH EXISTING CIRCUITING TO ELECTRICAL DEVICE. 2 POWER FOR LAB SHELVING UNIT. PROVIDE (2) DEDICATED 120V/20A CIRCUITS FOR PRE-INSTALLED SHELVING OUTLETS. COORDINATE EXACT CONNECTION REQUIREMENTS PRIOR TO ROUGH IN 3 PROVIDE AND INSTALL PLUG MOLD, SUCH AS HUBBELL #PT205115, ABOVE COUNTER. REFER TO PLANS FOR LENGTH AND NEEDED DEVICES. PROVIDE ALL COMPONENTS FOR A COMPLETE INSTALLATION. KEY NOTES:# 8'4'0" NORTH SCALE: 3/16" = 1'-0"1 POWER PLAN DATE DESCRIPTION NO. DIRECT WASTE DESCRIPTION WALL CLEAN OUT SOIL / WASTE CLEAN OUT DOMESTIC COLD WATER DOMESTIC HOT WATER DESCRIPTION VENT THROUGH ROOFVTR DHW SYMBOL DCW PLUMBING ABBREVIATIONS CO SYMBOL WCO V W VENT DW FIXTURE COUNTFC# FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN DOMESTIC HOT WATER SEWER OR WASTE VENT COLD WATER FLOOR CLEAN OUT WALL CLEAN OUT CLEAN OUT DROP IN PIPE RISE IN PIPE VALVE IN RISE CAP BALL VALVE SYMBOL UNION DESCRIPTION PLUMBING SYMBOL LEGEND GENERAL PLUMBING NOTES ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF VALVE WITH HAND WHEEL. VALVE SHALL BE BALL TYPE, QUARTER TURN AS APPROVED ALL WALL-HUNG PLUMBING FIXTURES SHALL BE SECURELY ATTACHED TO AND SUPPORTED THE CONTRACTOR SHALL VERIFY ALL PLUMBING FIXTURES, EQUIPMENT REQUIREMENTS AND LOCATIONS, AND ALL RELATED UTILITIES WITH THE MECHANICAL AND ARCHITECTURAL PLANS AND SPECIFICATIONS AND SHALL PROVIDE ALL SERVICES AS REQUIRED. BY FLOOR-MOUNTED CARRIERS OF ALL-METAL CONSTRUCTION. FIXTURE HANGERS OR ARMS SHALL BE SUPPORTED FREE OF THE FINISHED WALL. HANGERS SHALL BE BY WADE, EACH INDIVIDUAL FIXTURE SUPPLY SHALL BE PROVIDED WITH A CHROME-PLATED STOP BY ENGINEER. STOPS SHALL BE ON BOTH HOT AND COLD WATER LINES. FIXTURES AND ACCESSORIES SHALL BE AS SPECIFIED. EACH ITEM SHALL BE COMPLETE WITH CHROME-PLATED BRASS TRIM. SEE PLUMBING FIXTURE SCHEDULE. CAULK WITH SILICONE COMPOUND AROUND ALL FIXTURES AT INTERFACE WITH WALLS THE IDAHO PLUMBING CODE AND/OR LOCAL ORDINANCES. SMITH, JOSAM, OR ZURN. AND/OR FLOOR. 4. 5. 6. 3. 2. 1. NEW CONNECTION SYMBOL NOT IN CONTRACT EXISTING INSERTS OR BEAM / TRUSS CONNECTION CINCH ANCHORS WELDED STEEL WALL BRACKET ANGLE ROD ADJUSTABLE PIPE STAND THRU-BOLT EYE BOLTS TURNBUCKLE U-BOLT WALL BRACKET U-BOLTS STEEL OFFSET CI N C H A N C H O R S EYE BOLT PIPE CLAMP ROD TURNBUCKLE I-BEAM STEEL PLATE BLOCK WALL CLAMPS ANGLE U-BOLTS ROD SPLIT RING CLEVIS HANGER INSERTS OR BEAM / TRUSS CONNECTION C-CLAMP LOCK NUT TYP. STEEL CLEAVIS SCALE: NONE TYPICAL PIPE SUPPORTS DETAIL 1 P-001 DOMESTIC HOT WATER RECIRCULATION THERMOSTATIC MIXING VALVE SCHEDULE SYMBOL MANUFACTURER AND MODEL NO.LOCATION FLOW RATE (GPM) ALLOWABLE PRESSURE DIFFERENTIAL (PSI) OUTLET HOT WATER TEMP. (°F) INLET SIZE OUTLET SIZE ACCESSORIES AND REMARKS MV-1 POWERS - LFG480 BELOW HAND SINKS 0.5-2.0 5 105°1/2''1/2''ASSE 1070 PLUMBING FIXTURE SCHEDULE SYM.DESCRIPTION COLD HOT RO TRAP WASTE VENT REMARKS P-1 LABORATORY SINK, SINGLE COMPARTMENT, 18 GUAGE STAINLESS STEEL 27" X 22" X 10" OUTSIDE DIMENSIONS, ELKAY MODEL DLSR272210. FAUCET TO BE 8-1/8" SWING SPOUT WITH QUARTER TURN CERAMIC DISC HANDLES, T & S BRASS MODEL NO. B-1120-LN WITH GOOSENECK SPOUT. PROVIDE WITH STOP VALVE, SUPPLIES AND P-TRAP AS SPECIFIED BELOW.1/2''1/2"-1-1/2"2"2''- P-2 PREP ROOM SINK, SINGLE COMPARTMENT, 18 GUAGE STAINLESS STEEL 33" X 22" X 10" DEEP OUTSIDE DIMENSIONS, ELKAY MODEL DLRS332210. FAUCET TO BE 8-1/8" SWING SPOUT WITH QUARTER TURN CERAMIC DISC HANDLES, T & S BRASS MODEL NO. B-1120-LN WITH GOOSENECK SPOUT. PROVIDE WITH STOP VALVE, SUPPLIES AND P-TRAP AS SPECIFIED BELOW.1/2"1/2"-1-1/2"2"2"- P-3 REVERSE OSMOSIS WATER SPOUT, DECK MOUNTED TIN-LINED WITH 6" RIGID GOOSENECK AND SELF-CLOSING ADJUSTABLE VOLUME CONTROL VALVE. WATER SAVER MODEL NO. L681 --3/4''---- FD-1 FLOOR DRAIN, 6" DIAMETER. PROVIDE WITH TRAP SEAL DEVICE.1/2''1/2''-1-1/2"2''2''- FCO FLOOR CLEANOUT ------- WCO WALL CLEANOUT ------- CO CLEANOUT ------- REVERSE OSMOSIS WATERRO PIPE MATERIAL SCHEDULE SYMBOL DESCRIPTION PIPE MATERIAL INSULATION/COVERING DCW DOMESTIC COLD WATER COPPER TYPE L SEE DETAIL 12/P5.1 DHW DOMESTIC HOT WATER COPPER TYPE L 1'' FIBERGLASS WITH ASJ WASTE SANITARY WASTE CAST IRON SCHEDULE 40 WITH HEAVY DUTY COUPLING FITTINGS NONE VENT VENT CAST IRON SCHEDULE 40 WITH DWV FITTINGS NONE RO REVERSE OSMOSIS PVDF POLYVINYLIDENE FLUORIDE SCHEDULE 80 LISTED AND APPROVED FIRE WRAP FOR PLENUM INSTALLATION PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 PLUMBING SCHEDULES P-001 RJK GWM DRAWING NOTES SCALE: 3/16"=1'-0" FIRST FLOOR PLUMBING DEMOLITION PLAN 1 PD101 KEY PLAN 1 6 3 0 7 14 FIELD BIOLOGY LAB 107 ELEV. EQUIP 107C ELEVATOR 1-D STORAGE 107B STORAGE 107A LABORATORY 111 (E) 4" (E) 4" (E) 2" (E) 2" (E) 2" (E) 2" VENT UP (E) 1-1/2" VENT UP (E)WCO (E)WCO (E)WCO A G G (E) 2" WASTE FROM ABOVE (E) 2" WASTE FROM ABOVE (E) 2" (E) 1/2" (E) 1/2"(E) 1/2" (E) 1-1/2" (E) 1-1/2" VENT UP (E) 1-1/2" (E) 1-1/2" (E) 1/2" (E) 2" (E) 1" (E) 3/4" (E) 1/2" (E) 1-1/4" (E) 1-1/4"(E) 1" (E) 1-1/4"(E) 1" (E) 1-1/4" (E) 1" (E) 3/4" (E) 3/4" (E) 1/2" REMOVE EXISTING SINK PREPARATORY FOR NEW SINK IN SAME LOCATION. REMOVE EXISTING SINK AND ASSOCIATED WATER AND WASTE PIPING PREPARATORY FOR NEW SINK IN NEW LOCATION. SEE REMODEL PLAN. REMOVE EXISTING GAS TURRET AND ASSOCIATED PIPING BACK TO MAIN AND CAP. 2 1 2 (E) VTR (E) 2" (E) GAS TURRET 3 3 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 PLUMBING DEMOLITION PLAN PD101 RJK GWM DRAWING NOTES SCALE: 3/16"=1'-0" FIRST FLOOR PLUMBING REMODEL PLAN 1 PL101 KEY PLAN 1 6 3 0 7 14 FIELD BIOLOGY LAB 107 ELEV. EQUIP 107C ELEVATOR 1-D LABORATORY 111 (E) 4" (E) 4" (E) 2" (E) 2" (E) 2" (E) 2" VENT UP (E)WCO (E)WCO (E)WCO A G G (E) 2" WASTE FROM ABOVE (E) 2" WASTE FROM ABOVE (E) 2" (E) 1/2" (E) 1/2"(E) 1/2" (E) 1-1/2" (E) 1-1/2" VENT UP (E) 1-1/2" (E) 1-1/2" (E) 1/2" (E) 2" (E) 1" (E) 3/4" (E) 1/2" (E) 1-1/4" (E) 1-1/4"(E) 1" (E) 1-1/4"(E) 1" (E) 1-1/4" (E) 1" (E) 3/4" (E) 3/4" (E) 1/2" WORK ROOM 111B LABORATORY 111C VIVARIUM 111D 2 1 P-2 P-1 FD-1 CONNECT NEW 1/2" DHW / DCW TO EXISTING 1/2" DHW / DCW. CONNECT NEW 2" VENT TO EXISTING 2" VENT AT APPROXIMATELY THIS LOCATION. CONNECT NEW 2" WASTE FROM FLOOR DRAIN AND SINK TO EXISTING 2" WASTE. CONTRACTOR TO VERIFY EXACT LOCATION. 3/4" RO FROM ABOVE. CONTRACTOR TO COORDINATE EXACT LOCATION WITH THE ARCHITECT. DROP 3/4" RO DOWN ON WALL TO GOOSENECK RO FAUCET. CONNECT WASTE AND DHW/DCW TO EXISTING. ROUTE IN CABINETS AS SHOWN. 2 3 (E) 1-1/2" VENT UP (E) VTR (E) 2" 3 3 4 5 4 3/4" RO 5 P-3 6 6 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 PLUMBING REMODEL PLAN PL101 RJK GWM FIRST FLOOR DRAWING NOTES SCALE: 1/16"=1'-0" PLUMBING REMODEL PLAN 1 PL102 1 CONNECT NEW 1" RO TO EXISTING 1-1/2" RO. DROP 3/4" RO IN WALL TO LEVEL BELOW, SEE PL101 FOR CONTINUATION. 2 (E)1" (E)3/4 " (E)2" ACID VENT UP, 3" ACID VENT THRU ROOF (E)2" (E)2 1/2 " (E)1 1/2 " (E)1 1/2 " (E)1 1/2 " (E)1" (E)3/4 " (E)1" (E)1" (E)1" (E)1 1/2 " (E)2" (E)1 1/2 " (E)3/4 " (E)1 1/2 "(E)1 1/2 " (E)2" ACID VENT UP, 3" ACID VENT THRU ROOF (E)1/2 " (E)1 1/2 " (E)2" ACID VENT UP, 3" ACID VENT THRU ROOF (E)1 1/2 " (E)2" 1" 3/4" 1" RO 1" RO 1 2 CAP 400201020 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 PLUMBING REMODEL PLAN PL102 RJK GWM 2X6 BLOCKING IN WALL FOR WATER LINE SUPPORT. PLUMBING FIXTURE ESCUTCHEON RING PIPING TO 15101 WALL STUDS 15105 STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE PIPING EXPOSED TO VIEWCONCEALED PIPING TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER PIPE AND INSULATION TO BE CENTERED IN SLEEVE-DO NOT SUPPORT PIPE FROM SLEEVE INTERIOR WALLS SCALE: NONE PIPE SUPPORT DETAIL 3 PL501 SCALE: NONE WALL PENETRATION DETAIL 2 PL501 IRON PIPE A VENT RISER AS WASTE DROP OR MAY EXTAND UP AS 12" COVER AND SCREW CHROME WALL BATT INSULATION STAINLESS STEEL NO-HUB CAST FLOOR NO-HUB BAND CLEANOUT PLUGGED TEE 07212 WALL SCALE: NONE WALL CLEANOUT DETAIL 1 PL501 CLEANOUT DETAIL SCALE: NONE 4 PL501 20 GUAGE PROTECTIVE SHEILD FEET OF ANY AIR HANDLER CONNECTING TO AND WITHIN 10 SPRING VIBRATION ISOLATORS PIPING INSULATION CLEVIS ASSEMBLY HANGER ROD - SEE SPECIFICATION FOR SIZE FOR ADDITIONAL SEE SHEET S5.2c DETAILS NOTE: INSTALL ON ALL PIPING OF 2 TRUSSES MUST SPAN MINIMUM UNISTRUT P-1000 TRUSS OR 'TJI' BOTTOM CHORD OF UNISTRUT NUT WITH SPRING GALVANIZED PROTECTION SHIELD. 360 DEG. COVERAGE/ENCASEMENT 16 GAGE MINIMUM (TYP.) HIGH DENSITY CALSIUM SILICATE INSULATION INSERT 360 DEG. COVERAGE/ENCASEMENT. SCALE: NONE PIPE HANGER DETAIL 5 PL501 FLOOR CLEANOUT (FCO) 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE LENGTH TO SUIT CAST IRON WASTE LINE, 1/8" CAST IRON BEND WASTE LINE FLOOR LINE CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/ TOP OF FLOOR PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 PLUMBING DETAILS PL501 RJK GWM SCALE: 3/16"=1'-0" FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN 1 FD101 KEY PLAN630714 FIELD BIOLOGY LAB 107 ELEV. EQUIP 107C ELEVATOR 1-D STORAGE 107B STORAGE 107A LABORATORY 111 DRAWING NOTES 1 GENERAL NOTES A. B. C. D. E. F. G. H. I. FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION EXISTING PENDANT FIRE SPRINKLER HEAD FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING FIRE PROTECTION CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PIPING BRANCH BEING REMOVED. INDICATED DEMOLITION OF FIRE PROTECTION INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, SPRINKLER HEADS, HANGERS, SUPPORTS, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. REMOVE EXISTING FIRE SPRINKLER HEAD AND ASSOCIATED BRANCH PIPING AS REQUIRED TO ACCOMMODATE REMOVAL AND REINSTALLATION OF GRID CEILING AND DUCTWORK PREPARATORY FOR NEW IN SIMILAR LOCATION OF EXISTING. PROTECT EXISTING FIRE SPRINKLER HEADS IN THIS AREA DURING CONSTRUCTION. MODIFY ONLY AS REQUIRED TO ACCOMMODATE NEW DUCTWORK, LIGHTING, ETC. NO FIRE SPRINKLER WORK REQUIRED IN THIS ROOM. PROTECT DURING CONSTRUCTION. REMOVE EXISTING FIRE SPRINKLER HEAD PREPARATORY FOR NEW CONCEALED TYPE. REMOVE EXISTING FIRE SPRINKLER HEAD PREPARATORY FOR NEW HEADS. SEE REMODEL PLAN. 2 3 4 5 1 1 1 1 1 11 1 1 3 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 FIRE PROTECTION DEMOLITION PLAN FD101 - - I: \ 2 3 0 5 7 \ 0 1 - D W G \ F I R E \ S H E E T \ 2 3 0 5 7 - F D 1 0 1 . d w g , 7 / 1 0 / 2 0 2 3 4 : 5 8 : 3 3 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: 3/16"=1'-0" FIRST FLOOR FIRE PROTECTION REMODEL PLAN 1 FP101 KEY PLAN 6 3 0 7 14 DRAWING NOTES 1 GENERAL NOTES A. B. C. D. E. F. G. H. I. FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALL PIPING, DUCTWORK, ETC. DURING CONSTRUCTION. DEMOLITION OF EXISTING FIRE PROTECTION CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TO COORDINATE AND VERIFY THE EXTENT OF THE DEMOLITION WORK REQUIRED. ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. PROVIDE AND INSTALL CAPS ON EXISTING MAIN PIPING BRANCH BEING REMOVED. INDICATED DEMOLITION OF FIRE PROTECTION INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF PIPING, SPRINKLER HEADS, HANGERS, SUPPORTS, ETC. UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNEL TO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLED BUILDING COMPONENTS. CONTRACTOR SHALL REPLACE ANY INSULATION THAT IS DAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORK THAT IS TO REMAIN. PROVIDE CONCEALED SPRINKLER HEAD TO REPLACE EXISTING IN NEW LOCATION SHOWN. CENTER IN NEW CEILING GRID PATTERN. PROTECT EXISTING FIRE SPRINKLER HEADS DURING CONSTRUCTION. PROTECT EXISTING FIRE SPRINKLER HEADS IN THIS AREA DURING CONSTRUCTION. MODIFY ONLY AS REQUIRED TO ACCOMMODATE NEW DUCTWORK, LIGHTING, ETC. NO FIRE SPRINKLER WORK REQUIRED IN THIS ROOM. PROTECT DURING CONSTRUCTION. 2 3 4 FIRE SPRINKLER LEGEND SYMBOL DESCRIPTION EXISTING PENDANT FIRE SPRINKLER HEAD NEW CONCEALED FIRE SPRINKLER HEAD 11 1 1 1 1 1 1 3 1 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE BENSON 107A & 107B REMODEL HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, UT 84103 Consultant 2 Address City, ST Zip Consultant 3 Address City, ST Zip ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Consultant 4 Address City, ST Zip 10569 DATE DESCRIPTION NO. DESIGN DEVELOPMENT6.1.23 FIRE PROTECTION REMODEL PLAN FP101 - - I: \ 2 3 0 5 7 \ 0 1 - D W G \ F I R E \ S H E E T \ 2 3 0 5 7 - F P 1 0 1 . d w g , 7 / 1 0 / 2 0 2 3 4 : 5 8 : 3 5 P M , A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3