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HomeMy WebLinkAboutPLANS - 23-00156 - BYUI Benson Rooms 252-254 - RemodelAPPROVAL SIGNATURES STEVEN CHRISTENSON DEPARTMENT CHAIR, AG. & LIFE SCIENCES SAM MERRICK DIRECTOR, FACILITIES MANAGEMENT OPERATIONS ANDY JOHNSON DIRECTOR, DESIGN AND CONSTRUCTION KYLE WILLIAMS MANAGING DIRECTOR, UNIVERSITY OPERATIONS DATE DATE DATE DATE PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 1 6 P M COVER PAGE & GENERAL INFORMATION BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G001 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set BRIGHAM YOUNG UNIVERSITY -IDAHO, EZRA TAFT BENSON BUILDING 252 & 254 REMODEL EZRA TAFT BENSON BUILDING -SECOND FLOOR PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 1 7 P M SHEET INDEX BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G002 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set SHEET INDEX1 SHEET NO. SHEET NAME 1. GENERAL G001 COVER PAGE & GENERAL INFORMATION G002 SHEET INDEX G003 TECHNICAL SPECIFICATIONS & REQUIREMENTS G004 TECHNICAL SPECIFICATIONS & REQUIREMENTS G005 TECHNICAL SPECIFICATIONS & REQUIREMENTS 2. DEMOLITION AD101 DEMOLITION FLOOR PLAN AD102 DEMOLITION REFLECTED CEILING PLAN 3. CONSTRUCTION AE101 CONSTRUCTION PLAN AE102 REFLECTED CEILING PLAN AE103 FURNITURE PLAN AE401 INTERIOR ELEVATIONS AE402 INTERIOR ELEVATIONS AE403 FURNITURE SCHEDULE AE501 DETAILS AE502 DETAILS AE503 DOOR DETAILS ELECTRICAL ED101 EXISTING ELECTRICAL PLAN ED102 EXISTING LIGHTING PLAN EE101 NEW POWER/DATA PLAN EE102 NEW LIGHTING PLAN EE401 ELECTRICAL SCHEDULES EG001 ELECTRICAL SYMBOLS EG002 ELECTRICAL SPECIFICATIONS & DETAILS FIRE FD101 FIRE PROTECTION DEMOLITION PLAN FP101 FIRE PROTECTION REMODEL PLAN MECHANICAL M-001 MECHANICAL SCHEDULES MD101 MECHANICAL DEMOLITION PLAN MH101 MECHANICAL REMODEL PLAN MH501 MECHANICAL DETAILS MH502 MECHANICAL DETAILS PLUMBING P-001 PLUMBING SCHEDULES & SYMBOL LEGEND P-501 PLUMBING DETAILS PD101 PLUMBING GAS AND WATER DEMOLITION PLAN PD102 PLUMBING WASTE AND VENT DEMOLITION PLAN PL101 PLUMBING GAS AND WATER REMODEL PLAN PL102 PLUMBING WASTE AND VENT REMODEL PLAN PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 1 7 P M TECHNICAL SPECIFICATIONS & REQUIREMENTS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G003 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023Conformed Permit 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. PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 1 8 P M TECHNICAL SPECIFICATIONS & REQUIREMENTS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G004 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit 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 SOME PORTIONS OF THIS SPEC MAY NOT APPLY TO THIS PROJECT. REFER TO FINISH LEGEND AND ALTERNATES ON COVER SHEET FOR PROJECT SPECIFIC FINISHES 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 . . . PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 1 8 P M TECHNICAL SPECIFICATIONS & REQUIREMENTS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 G005 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit 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 SOME PORTIONS OF THIS SPEC MAY NOT APPLY TO THIS PROJECT. REFER TO FINISH LEGEND AND ALTERNATES ON COVER SHEET FOR PROJECT SPECIFIC FINISHES 1 2 3 3 4 5 6 7 8 9 10 11 12 4 4 4 4 4 6 4 4 6 7 4 13 14 15 16 16 16 16 16 17 3 18 467 SF WORK ROOM 252A 169 SF BOTANY PREP 252B 295 SF PREP. ROOM 236A 879 SF LABORATORY 252 199 SF STUDENT PROJECTS 254 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 0 : 5 9 P M DEMOLITION FLOOR PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AD101 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/16" = 1'-0"1 DEMOLITION FLOOR PLAN KEYNOTE LEGEND 1 DEMOLISH FRAMED WALL 2 DEMOLISH CMU WALL 3 REMOVE DOOR, FRAME & HARDWARE. SALVAGE DOOR AND HARDWARE FOR REINSTALLATION. DISPOSE OF UNUSED AT COMPLETION OF WORK. 4 DEMOLISH CASEWORK (TYPICAL) 5 DEMOLISH GAS LINES, TYPICAL - REFER TO PLUMBING PLANS 6 DEMOLISH SINK AND HARDWARE, CAP WATER SOURCE AND DRAINS PER PLUMBING 7 DEMOLISH VENT HOOD, REFER TO MECHANICAL PLANS 8 DEMOLISH TABLE (TYPICAL) 9 DEMOLISH GAS TAP (TYPICAL), REF: PLUMBING 10 DEMOLISH ELECTRICAL CONDUCTORS. SALVAGE RACEWAY FOR REINSTALLATION (TYPICAL) 11 EXISTING MARKER BOARD TO REMAIN 12 DEMOLISH WINDOW (TYPICAL) 13 EXISTING FREEZER. OWNER TO STORE AND REINSTALL UPON COMPLETION OF WORK 14 DEMOLISH PLYWOOD ENCLOSURE OVER STAIRS 15 DEMOLISH ENTIRE METAL RAIL 16 DEMOLISH VCT FLOORING AND FLEXIBLE BASE, TYP. 17 EXISTING PIPE TO REMAIN 18 DEMOLISH DOOR FRAME AND ENLARGE OPENING AS REQUIRED FOR NEW DOOR AND FRAME 1 222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 1 3 4 3 3 3 3 5 66 7 4 8 8 8 8 8 8 88 WA 9 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 0 P M DEMOLITION REFLECTED CEILING PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AD102 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/16" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN KEYNOTE LEGEND 1 DEMOLISH ACOUSTIC CEILING AND GRID 2 REMOVE LIGHT FIXTURE. SALVAGE FOR REINSTALLATION 3 DEMOLISH AIR GRILL 4 DEMOLISH LIGHTS (REF: ELECTRICAL) 5 PROJECTOR SCREEN REMOVED BY OWNER 6 SPEAKERS REMOVED BY OWNER 7 PROJECTOR REMOVED BY OWNER. CONTRACTOR TO REMOVE MOUNTING BRACKET ASSEMBLY AND PRESERVE FOR REINSTALLATION. 8 EXISTING SPRINKLER. REF: FIRE SAFETY 9 WIRELESS ARRAY REMOVED BY OWNER NOTE: REFER TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION SHEETS FOR ADDITIONAL INFORMATION. 252A 879 SF LABORATORY 252 551 SF PREP. ROOM 236A 86 SF BOTANY PREP 252B 310 SF WORK ROOM 252A 199 SF STUDENT PROJECTS 254 AE4022 1 AE401 5 AE4011 3' - 0 " 3' - 0 " 3' - 0"3' - 0"3' - 0"3' - 0"6' - 6" 5' - 6 " 1 2 3 3 3 3 3 3 3 3 3 3 4 5 6 7 8 9 7' - 6 " 2' - 0" AE401 7 810 11 11' - 0" 12 A C A B AL I G N 252B PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 1 P M CONSTRUCTION PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE101 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/16" = 1'-0"1 CONSTRUCTION FLOOR PLAN KEYNOTE LEGEND 1 WALL TRACK 2 EXISTING PIPE TO REMAIN 3 PANEL 48X65 4 INFILL CMU WALL AT DEMOLISHED DOOR 5 INFILL WALL AT DEMOLISHED DOOR. BASE BID: 5/8" GYP. BD. BOTH SIDES ON METAL FRAMING. ALTERNATE #1: BRICK AND CMU INFILL. 6 INFILL CMU WALL AT DEMOLISHED WINDOW 7 PANEL 42X65 8 NEW WALL - 7/8" HAT CHANNEL, 3/4" TREATED PLYWOOD, 5/8" TYPE 'X' GYPSUM BOARD 9 FLOOR DRAIN OR MOP SINK 10 EXISTING FREEZER 11 INFILL WALL AT DEMOLISHED PASS-THROUGH CABINET. BASE BID: 5/8" GYP. BD BOTH SIDES ON METAL FRAMING. ALTERNATE #1: BRICK AND CMU INFILL. 12 PANEL 60X42 POWERED -PAINT WALL P-1 EA. ROOM -VCT -1 FLOORING EA. ROOM -FB -1 BASE EA. ROOM NOTES: 7' - 10" 10' - 0" 8' - 6" 1 2 3 1 2 2 2 2 2 2 2 2 2 2 2 222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 5 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 5 4 5 5 4 4 7 7 7 7 7 7 79 9 9 9 SM SM SM SM 10 10 7' - 10" 7' - 10" 551 SF PREP. ROOM 236A 879 SF LABORATORY 252 199 SF STUDENT PROJECTS 254 310 SF WORK ROOM 252A 86 SF BOTANY PREP 252B11 9 10 7 4 4 4 4 4 4 4 4 4 4 4 4 8 2 2 2 2 2 2 2 2 5 5 7 72 2 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 3 P M REFLECTED CEILING PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE102 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/16" = 1'-0"1 REFLECTED CEILING PLAN KEYNOTE LEGEND 1 SPEAKER PROVIDED BY OWNER, JUNCTION BOX AND 1 1/2" CONDUIT TO PROJECTOR LOCATION - REFER TO ELECTRICAL PLANS 2 NEW LIGHT FIXTURE, REF: ELECTRICAL 3 PROJECTOR SCREEN PROVIDED BY OWNER 4 NEW SUPPLY AIR GRILL, REF: MECHANICAL 5 NEW RETURN AIR GRILL, REF: MECHANICAL 6 PROJECTOR (OPOI). REINSTALL PROJECTOR MOUNTING BRACKET. COORDINATE LOCATION WITH OWNER. RELOCATE EXISTING DATA AND POWER CONNECTION TO NEW PROJECTOR LOCATION. 7 NEW FIRE SPRINKLER, REF: FIRE PROTECTION 8 ELECTRICAL CONDUIT TO NEW DESKS 9 NEW OCCUPANCY SENSOR, REF: ELECTRICAL 10 NEW SMOKE DETECTOR, REF: ELECTRICAL 11 EXISTING PIPE TO REMAINNOTE: THIS SHEET IS FOR COORDINATION PURPOSES. REFER TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION SHEETS. 879 SF LABORATORY 252 551 SF PREP. ROOM 236A 310 SF WORK ROOM 252A 86 SF BOTANY PREP 252B 199 SF STUDENT PROJECTS 254 1 2 3 4 5 6 6 MICROWAVE 3 7 1 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 1 1 1 1 1 1 80 80 80 80 1 1 1 1 1 1 1 1 1 1 1 7 4 3 3 3 3 55 6 6 6 6 8 9 8 33 33 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 3 P M FURNITURE PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE103 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/16" = 1'-0"1 FURNITURE PLAN NOTE: Funiture is owner provided and installed unless noted otherwise. EQ EQ EQ EQ EQ 2 AE501 TYP 2' - 9"2' - 9"2' - 9"1' - 10" 5 AE501 TYP 1 AE502 TYP 3 AE502 TYP 2' - 0 " 1' - 0 " CLR 2' - 10" VIF 2' - 9"3' - 0"1' - 6" 24"x48" POLY PEGBOARD. CTR ON SINK. 8" 1 AE502 2 AE502 3 AE502 3 AE501 6" 2 AE501 3' - 6"3' - 6"1' - 6"2' - 9"2' - 9"2' - 9"2' - 9"2' - 9"1' - 3" INFILL @ DEMOLISHED DOOR. PRIME AND PAINT P-1 2 AE502 TYP 1 AE502 TYP 4 AE501 5 AE501 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 4 P M INTERIOR ELEVATIONS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE401 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/8" = 1'-0"5 ROOM 252A - EAST ELEVATION 3/8" = 1'-0"7 ROOM 252B - EAST ELEVATION 3/8" = 1'-0"8 ROOM 252B - WEST ELEVATION 3/8" = 1'-0"1 ROOM 252 - NORTH ELEVATION 10'- 9" MIN CLEAR 1' - 6"2' - 6"1' - 6"2' - 6"2' - 6"1' - 6"2' - 6"2' - 6"3' - 6"2' - 6" INFILL @ DEMOLISHED DOOR. PAINT P-1 EXISTING CMU WALL. PAINT P-1 NEW FRAMED WALL. PAINT P-1 1 AE502 TYP 4 AE502 TYP 2 AE502 TYP DIVIDE INTERIOR INTO 12 EQUAL VERTICAL SECTIONS. 1/4" MELAMINE DIVIDERS CLR 2' - 9" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ BRACKET @ 60" O.C. KNAPE & VOGT 208 WH 500 OR APPROVED EQUAL FLEXIBLE BASE FB-1 SOLID SURFACE COUNTERTOP AND BACK SPLASH. SS-1 EXISTING WATER RISER. PAINT P-2 PAINT P-1 5 AE501 TYP 3' - 0 " 1' - 1 0 " PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 5 P M INTERIOR ELEVATIONS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE402 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/8" = 1'-0"1 ROOM 236A - SOUTH ELEVATION 3/8" = 1'-0"2 ROOM 236A - NORTH ELEVATION PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 6 P M FURNITURE SCHEDULE BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE403 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set STEELCASE FURNITURE DEMO 244 & 250 MAR K DESCRIPTION QTY PRODUCT# 1 TURNSTONE SHORTCUT CHAIR 50 2 LAB TABLE 90X24 10 3 BIN-IN THE CASE, AVENIR, 48WBIN-ITC,FF,AVNR, 48 3 RBB48AVR 4 WORKSURFACE- CORNER, EXTENDED, RH, LAM24X24X48X60 1 PCWRR224860 5 PENCIL DRAWER 4 ASHC1921X1 6 36" LIGHT 4 LSB36K 7 WORKSURFACE- CORNER, EXTENDED, LH, LAM24X24X48X60 1 PCWRL227248 8 WORKSURFACE- STRAIGHT, LAM, 24X24 CURVILINEAR APPLICATION 1 PWRC2424 9 WORKSURFACE- STRAIGHT, LAM, 24X31CURVILINEAR APPLICATION 1 PWRC3024 10 PANEL-TACK ACOUSTI, MED TOP CAP, 60X42-PNL 2 MPTAM4260 11 PANEL-TACK ACOUSTI, MED TOP CAP, 60X42-PNL-POWERED 0 MPTAM4160PW R 12 PANEL-TACK ACOUSTI, MED TOP CAP, 48X42-PNL 4 MPTAM4248 13 PANEL-TACK ACOUSTI, MED TOP CAP, 42X42-PNL 1 MPTAM4242 14 PANEL-TACK ACOUSTI, MED TOP CAP, 42X42-PNL-POWERED 0 MPTAM4142PW R 15 PANEL-TACK ACOUSTI, MED TOP CAP, 36X42-PNL 2 MPTAM4236 16 PANEL-TACK ACOUSTI, MED TOP CAP, 30X42-PNL 2 MPTAM4230 17 PANEL-TACK ACOUSTI, MED TOP CAP, 24X42-PNL 4 MPTAM4224 18 PANEL-TACK ACOUSTI, MED TOP CAP, 24X42-PNL-POWERED 0 MPTAM4124PW R 19 PANEL-TACK ACOUSTI, MED TOP CAP, 30X42- END PANEL 12 MFES24 20 SPECIAL RIGHT HANDED JETTY 72"X48"X24" 3 SPL-RT-JETTY 21 SPECIAL LEFT HANDED JETTY 48"X72"X24" 2 SPL-LFT-JETTY 22 WORKSURFACE- JETTY LAMINATE, RH, LAM30X24X48X72 2 PJWR427248 23 WORKSURFACE- JETTY LAMINATE, LH, LAM30X24X72X48 4 PJWL424872 24 WORKSURFACE- JETTY LAMINATE, RH, LAM30X24X48X66 0 PJWR326648 25 WORKSURFACE- JETTY LAMINATE, LH, LAM30X24X66X48 0 PJWL324866 26 WORKSURFACE- JETTY LAMINATE, LH, 30X24X60X48-SPECIAL 0 PJWL326048 27 WORKSURFACE- CORNER, EXTENDED, RH, LAM24X24X48X72 2 PCWRR224872 28 WORKSURFACE- CORNER, EXTENDED, LH, LAM24X24X72X48 3 PCWRL227248 29 WORKSURFACE- CORNER, EXTENDED, RH, LAM24X24X48X60 4 PCWRR224860 30 WORKSURFACE- CORNER, EXTENDED, LH, LAM24X24X60X48 2 PCWRL226048 31 WORKSURFACE- CORNER, 24X24X60X60-SPECIAL 0 PCWRC6030 32 WORKSURFACE- CORNER, 24X24X48X48 1 PCWRC4824 33 WORKSURFACE- STRAIGHT, LAM, 24X60CURVILINEAR APPLICATION 4 PWRC6024 34 WORKSURFACE- STRAIGHT, LAM, 24X48CURVILINEAR APPLICATION 7 PWRC4824 35 WORKSURFACE- STRAIGHT, LAM, 24X42CURVILINEAR APPLIACTION 11 PWRC4224 STEELCASE FURNITURE DEMO 244 & 250 MAR K DESCRIPTION QTY PRODUCT# 36 WORKSURFACE- STRAIGHT, LAM, 24X36CURVILINEAR APPLICATION 7 PWRC3624 37 WORKSURFACE- STRAIGHT, LAM, 24X30CURVILINEAR APPLICATION 0 PWRC3024 38 WORKSURFACE- STRAIGHT, LAM, 24X24 CURVILINEAR APPLICATION 3 PWRC2424 39 WORKSURFACE- TRANSACTION TOP 16X60 1 MTWS6017 40 WORKSURFACE- TRANSACTION TOP 16X48 2 MTWS4817 41 WORKSURFACE- TRANSACTION TOP 16X42 0 MTWS4217 42 WORKSURFACE- TRANSACTION TOP 16X36 2 MTWS3617 43 36" LIGHT 0 LSB36K 44 BIN-IN THE CASE, AVENIR, 72WBIN-ITC,FF,AVNR, 72 2 RBB72AVR 45 BIN-IN THE CASE, AVENIR, 60WBIN-ITC,FF,AVNR ,60 2 RBB60AVR 46 BIN-IN THE CASE, AVENIR, 48WBIN-ITC,FF,AVNR, 48 7 RBB48AVR 47 BIN-IN THE CASE, AVENIR, 36WBIN-ITC,FF,AVNR, 36 5 RBB36AVR 48 BIN-IN THE CASE, AVENIR, 42WBIN-ITC,FF,AVNR, 42 5 RBB42AVR 49 BIN-IN THE CASE, AVENIR, 30WBIN-ITC,FF,AVNR, 30 0 RBB30AVR 50 TACKBOARD 72 2 TB7218 51 TACKBOARD 60 2 TB6018 52 TACKBOARD 48 6 TB4818 53 TACKBOARD 42 0 TB4218 54 TACKBOARD 36 0 TB3618 55 TACKBOARD 30 0 TB3018 56 TACKBOARD 24 0 TB2418 57 PEDESTAL-FIXED,2 BOX/1 FILE DWR, LK, 200 SERIES PULL, 23-1/2 13 BUF24BBFL 58 PEDESTAL-MOBILE,2 BOX/1 FILE DWR, LK, 200 SERIES PULL, 23-1/2 0 MOBILE PED. 59 PENCIL DRAWER 29 ASHC1921X1 60 FILE-LATERAL, INTEGRAL PULL, 4 DRAWER, LOCK, 18X42X53LF-2 0 2LF18424 61 FILE-LATERAL, INTEGRAL PULL, 3 DRAWER, LOCK, 18X36X28LF-2 1 2LF18363F 62 FILE-LATERAL, INTEGRAL PULL, 2 DRAWER, LOCK, 18X36X28LF-2 6 2LF18362F 63 CANTILEVER BRACKET 23 PCSB18S 64 E-TABLE 48X120 0 E-TABLE 65 ROUND TABLE, 36" DIAMETER 0 853600 66 TABLE35X60 2 856035 67 TABLE30X45 0 854530 68 ALLY CHAIR 20 MDDG48 69 AMIA CHAIR 15 4821410 70 CACHET CHAIR 30 4871110 71 PLAYER CHAIR 0 475482M 72 CORNER LEG 0 UPL 73 C-LEG 0 UCL 74 WALL START BRACKET 0 PAB6 75 POWER IN 0 986694 76 BOX OF RECEPTICALS 0 986831DA15S 77 SMART BOARD 1 78 WHITE BOARD 2 79 WALL SHELVES 2 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. 4 5 ° M A X 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. CL R 15 " M I N . CL R 15 " M I N . CL R 15 " M I N . CL R 15 " M I N . CL R 15 " M I N . 4' - 6 " 2' - 8 " 4" TALL, SINGLE DOOR CABINET FIXED SHELVES 2' - 0" 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. TALL, DOUBLE DOOR CABINET 1 FIXED SHELF, 4 ADJ. SHELVES 2' - 0" 4' - 6 " TO P O F L O W E R D O O R 2' - 8 " 4" ADJUSTABLE SHELVES FIXED SHELF ADJUSTABLE SHELF 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. 1' - 0" 3' - 0 " 1/4" LAMINATED GLASS DOORS IN KNAPE & VOGT ROLL-EZY ALUMINUM SLIDING TRACK OR APPROVED EQUAL. 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. ADJUSTABLE SHELVES 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. 3' - 0 " 1' - 0" ADJUSTABLE SHELVES PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 6 P M DETAILS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE501 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/4" = 1'-0"1 CEILING GRID DETAIL 1/2" = 1'-0"3 TALL CABINET - FIXED SHELVES 1/2" = 1'-0"2 TALL CABINET - ADJ. SHELVES 3/4" = 1'-0"4 UPPER CABINET - GLASS DOORS 3/4" = 1'-0"5 UPPER CABINET 4" 1' - 5 " 8" 6" 1" 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. BACKSPLASH, SS-1. REF: ELEVATIONS FOR DIMENSIONS COUNTERTOP, SS-1 FLEXIBLE BASE, FB-1 1" 2' - 7 " 4" 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. BACKSPLASH, SS-1. REF: ELEVATIONS FOR DIMENSIONS COUNTERTOP, SS-1 METAL DRAWER SIDES OR HEAVY-DUTY GLIDES, TYP. FLEXIBLE BASE, FB-1 1" 6" 2' - 1 " 4" 3/4" MELAMINE CONSTRUCTION. PLAM-1 ON EXPOSED SURFACES. EDGE STYLE STAINLESS PULLS. 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. 1" 2' - 7 " 4" PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 7 P M DETAILS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE502 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set 3/4" = 1'-0"1 BASE CABINET - 3 DRAWER 3/4" = 1'-0"2 BASE CABINET - SINK 3/4" = 1'-0"3 BASE CABINET - DOOR W/ DRAWERS 3/4" = 1'-0"4 BASE CABINET - DOORS 2"3' - 0"2" 7' - 0 " 2" 3' - 4" F1 2" 2" 1/ 2 " 2" P1 3 5/8"5/8"5/8" 4 7/8" 1/4"1/4" 3' - 0" 7' - 0 " D1 PROJECT NAME: SHEET NAME: SHEET NUMBER: PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 2/ 1 0 / 2 0 2 3 1 0 : 5 1 : 0 8 P M DOOR DETAILS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 Payne Engineering Inc. 1823 E. Center Pocatello, Idaho 83201 AE503 ©2023 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 12244 02/10/2023 Conformed Permit Set DOOR SCHEDULE DOOR Door Type FRAME FIRE RATING COMMENTSTAG SINGLE / PAIR WIDTH HEIGHT TYPE 252A Single 3' - 0" 6' - 8" D1 F1 0 SEE HARDWARE BELOW 252B Single 3' - 0" 6' - 8" D1 F1 0 SEE HARDWARE BELOW 1/2" = 1'-0"3 DOOR FRAME TYPES 3" = 1'-0"1 DOOR FRAME PROFILE 1/2" = 1'-0"2 DOOR PANEL TYPES ROOM SCHEDULE TAG NAME AREA CEILING HEIGHT CEILING FINISH WALL FINISH BASE FINISH FLOOR FINISH NOTES 236A PREP. ROOM 295 SF 10' - 0" ACT-1 P-1 FB-1 VCT-1 252 LABORATORY 879 SF 10' - 0" ACT-1 P-1 FB-1 VCT-1 252A WORK ROOM 467 SF 10' - 0" ACT-1 P-1 FB-1 VCT-1 252B BOTANY PREP 169 SF 10' - 0" ACT-1 P-1 FB-1 VCT-1 254 STUDENT PROJECTS 199 SF 10' - 0" ACT-1 P-1 FB-1 VCT-1 FINISH LEGEND CODE PRODUCT TYPE MANUFACTURER STYLE COLOR COLOR CODE CABINET PLAM-1 PLASTIC LAMINATE WILSONART PREMIUM SOFTGRAIN 5TH AVE. ELM 7966K-12 CEILING ACT-1 ACOUSTIC CEILING TILE USG REBEL 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 VCT-1 VINYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE STANARD EXCELON FORTRESS W HITE 51839 WALL PT-1 PAINT SHERWIN WILLIAMS COLUMBIA SHELL WHITE C-2L-6 COATING 57 PT-2 PAINT SHERWIN WILLIAMS PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS ARCHITECT TO SELECT DOOR HARDWARE PASSAGE SET:SCHLAGE ND10S RHO, 626 GASKET: ZER 488SBK, BK WALL STOP: IVEY WS406/407CCV, 630 HINGE: IVEY 5BB1 4.5 X 4.5, 652 8 2 7 0 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER 1 8 2 3 E . C e n t e r P o c a t e l l o , I d a h o 8 3 2 0 1 t e l (2 0 8 ) 2 3 2 -4 4 3 9 w w w .p a y n e e n g i n e e r i n g i n c .c o mEngineering I n c .C o n s u l t i n g E n g i n e e r sPROJECT N A M E :S H E E T N A M E :O F S H E E T N U M B E R :D R A W N B Y :C H E C K E D B Y :R E V I S I O N S C H E D U L E P R O J E C T N O . B U I L D I N G : D O C U M E N T S T A T U S S T A T U S D A T E P .E . #:2 2 1 2 7BRPTEP01-2 7 -2 0 2 3 1 / 2 7 / 2 0 2 3 9 : 5 1 : 1 0 A M EL E C T R I C A L S YM B O L SBENSON 2 5 2 -2 5 4 R E M O D E LHeath E n g i n e e r i n g C o .3 7 7 W e s t 8 0 0 N o r t h S L C , U t a h 8 4 1 0 3 P a y n e E n g i n e e r i n g I n c .1 8 2 3 E . C e n t e r P o c a t e l l o , I d a h o 8 3 2 0 1 H e a t h E n g i n e e r i n g C o .3 7 7 W e s t 8 0 0 N o r t h S L C , U t a h 8 4 1 0 3 E G 0 0 1 1 0©2 0 1 7 B Y U -I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 H e a t h E n g i n e e r i n g C o .3 7 7 W e s t 8 0 0 N o r t h S L C , U t a h 8 4 1 0 3 1 2 2 4 4 F E L E C T R I C A L S Y M B O L S C H E D U L E N O T E : A L L S Y M B O L S M A Y N O T B E U S E D S Y M B O L D E S C R I P T I O N 'L A ' E L E C T R I C A L P A N E L B O A R D , (S E E P O W E R R I S E R A N D P A N E L S C H E D U L E S F O R A D D I T I O N A L I N F O R M A T I O N ) J J U N C T I O N B O X P O W E R A N D /O R D A T A S E R V I C E P O L E P U S H B U T T O N S T A T I O N C E I L I N G M O U N T E D D U P L E X R E C E P T A C L E D U P L E X R E C E P T A C L E , U L T A M P E R -R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T G F C I -T Y P E D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T D O U B L E -D U P L E X R E C E P T A C L E , U L T A M P E R - R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T G F C I -T Y P E D O U B L E -D U P L E X R E C E P T A C L E , U L T A M P E R -R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T . R E C E P T A C L E A N D E Q U I P M E N T S U B S C R I P T S A C A B O V E C O U N T E R W P W E A T H E R P R O O F (U L L I S T E D W E A T H E R -R E S I S T A N T ) H V A C T H E R M O S T A T O R S E N S O R ; P R O V I D E & I N S T A L L B A C K B O X ,3 /4 " C O N D U I T A N D C O N D U C T O R S T O A S S O C I A T E D H V A C U N I T . C O O R D I N A T E E X A C T L O C A T I O N & S I Z E A N D N U M B E R O F C O N D U C T O R S W I T H M .C . T S O R S M A L L E X H A U S T F A N C O N N E C T I O N 4 2 " M T G H E I G H T A F F O R A F G U S B 1 2 0 V R E C P T . W / U S B C H A R G I N G P O R T S G E N E R A L S P E C I A L S Y S T E M N O T E S : A . A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K /C A S E W O R K S H A L L B E C O O R D I N A T E D W I T H T H E A R C H I T E C T U R A L E L E V A T I O N D R A W I N G S A N D M I L L W O R K I N S T A L L E R T O I N S U R E P R O P E R M O U N T I N G H E I G H T S . C O N T R A C T O R S H A L L A D J U S T D E V I C E S A S N E C E S S A R Y I N O R D E R T O P O S I T I O N D E V I C E S S U C H T H A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S O R B E D I R E C T L Y A B O V E S I N K S O R M I D W A Y B E T W E E N T I L E W O R K /W A L L O R W A I N S C O A T I N G , E T C . B . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O I N S T A L L A G F C I T Y P E R E C E P T A C L E F O R A L L R E C P T A C L E S S H O W N I N T O I L E T R M S , B A T H R O O M S , K I T C H E N S /S E R V I N G A R E A S , R O O F T O P , O U T D O O R S O R W I T H I N 6 F T O F A N Y S I N K , B A S I N , T U B O R F L O O R S I N K A N D A L L O T H E R A R E A S D E F I N E D B Y T H E N E C . 2 X 4 L E D F I X T U R E 2 X 2 L E D F I X T U R E S U R F A C E M O U N T E D L E D F I X T U R E L I G H T F I X T U R E S U B S C R I P T S N L N I G H T -L I G H T (C O N N E C T T O U N S W I T C H E D L E G O F C I R C U I T ) S H A D E D F I X T U R E I N D I C A T E S A N E M E R G E N C Y F I X T U R E . C O N N E C T T O E M E R G E N C Y P O W E R S Y S T E M . P R O V I D E W I T H T E S T L I G H T A N D S W I T C H . C E I L I N G M O U N T E D O C C U P A N C Y S E N S O R , R E F E R T O O C C U P A N C Y S E N S O R /S W I T C H S C H E D U L E F O R S E N S O R T Y P E A N D A D D I T I O N A L I N F O R M A T I O N . S W I T C H M O U N T E D O C C U P A N C Y S E N S O R , L O W V O L T A G E S W I T C H P O D O R D I M M E R S W I T C H , R E F E R T O O C C U P A N C Y S E N S O R /S W I T C H S C H E D U L E F O R T Y P E A N D A D D I T I O N A L I N F O R M A T I O N . S I N G L E -P O L E S W I T C H S W I T C H S U B S C R I P T S D D I M M E R S W I T C H (C O M P A T I B L E W / L O A D & L T G T Y P E S ) F T I M E R S W I T C H (I N T E R M A T I C M O D E L E I 4 0 0 S E R I E S ) W P W E A T H E R P R O O F F 1 L I G H T F I X T U R E T Y P E D E S I G N A T I O N S ### G E N E R A L L I G H T I N G N O T E S : A . S Y M B O L S S H O W N A B O V E M A Y N O T R E P R E S E N T A L L L I G H T F I X T U R E S U S E D O N P R O J E C T , R E F E R T O L I G H T F I X T U R E S C H E D U L E F O R A C T U A L F I X T U R E I N F O R M A T I O N I N C L U D I N G F I X T U R E T Y P E , L A M P I N G , M O U N T I N G A N D E T C . B . J U N C T I O N B O X E S F O R L I G H T I N G C I R C U I T I N G A R E N O T S H O W N F O R C L A R I T Y . T H E E .C . I S R E S P O N S I B L E F O R P R O V I D I N G A N D I N S T A L L I N G A L L J U N C T I O N B O X E S R E Q U I R E D F O R C I R C U I T I N G O F A L L L I G H T F I X T U R E S T H A T A R E N O T L I S T E D F O R "T H R O U G H -B R A N C H C I R C U I T W I R I N G ". C . I N G E N E R A L A L L S W I T C H -L E G C O N D U C T O R S M A Y N O T B E S H O W N O N D R A W I N G S ; E .C . S H A L L P R O V I D E A N D I N S T A L L C O N D U C T O R S A S R E Q U I R E D T O A C H I E V E C O N T R O L S C H E M E S I N D I C A T E D A N D D E S C R I B E D O N D R A W I N G S . I N C L U D I N G A L L 0 - 1 0 V D I M M I N G C O N T R O L S B E T W E E N S W I T C H A N D F I X T U R E S . D . A L L B A T T E R Y E X I T S I G N S A N D E M E R G E N C Y L I G H T I N G T O B E C O N N E C T E D T O T H E U N S W I T C H E D L E G O F T H E L I G H T I N G C I R C U I T I N T H E A R E A . ### S Y M B O L D E S C R I P T I O N W A L L M O U N T E D F I R E A L A R M S P E A K E R O N L Y W A L L M O U N T E D F I R E A L A R M S T R O B E O N L Y (C A N D E L A R A T I N G A S I N D I C A T E D ) #### C E I L I N G M O U N T E D F I R E A L A R M S T R O B E O N L Y (C A N D E L A R A T I N G A S I N D I C A T E D ) #### W A L L M O U N T E D F I R E A L A R M S P E A K E R S T R O B E (C A N D E L A R A T I N G A S I N D I C A T E D ) C E I L I N G M O U N T E D F I R E A L A R M S P E A K E R S T R O B E (C A N D E L A R A T I N G A S I N D I C A T E D ) A . D O N O T I N S T A L L M O R E T H A N (1 0 ) N O T I F I C A T I O N A P P L I A N C E S O N A N Y S I N G L E C L A S S "A " S I G N A L C I R C U I T . D O N O T E X C E E D 4 0 0 F T . O F N O . 1 4 W I R E I N T H E T O T A L L O O P . B . N F P A A L L O W S N O T I F I C A T I O N A P P L I A N C E S T O B E M O U N T E D A T A H E I G H T R A N G E B E T W E E N 8 0 " T O 9 6 " A B O V E F I N I S H F L O O R . T H E P R E F E R R E D H E I G H T I S 8 0 ". I F T H I S C O N F L I C T S W I T H O T H E R T R A D E S O R R O O M F U R N I S H I N G S , L O C A T E A S C L O S E T O 8 0 " A S P O S S I B L E , N O T E X C E E D I N G 9 6 ". A L L N O T I F I C A T I O N A P P L I A N C E S I N A C O M M O N R O O M O R L I N E O F S I G H T S H A L L B E L O C A T E D A T A C O M M O N H E I G H T . C . M O U N T P U L L S T A T I O N S A T 4 6 -4 8 " A .F .F . T O T H E O P E R A T I N G H A N D L E T O M E E T A D A R E Q U I R E M E N T S . D . D O N O T C O N N E C T T H E F I R E A L A R M S Y S T E M T O A N Y D E V I C E W H I C H H A S A P O W E R H E L D C O N T A C T S .(F L O W , T A M P E R , H O O D S Y S T E M , D U C T D E T E C T O R , E T C ..F A L S E A L A R M W I L L O C C U R . E . E L E C T R I C A L C O N T R A C T O R S H A L L S U P P L Y A N D I N S T A L L C O N D U C T O R Q U A N T I T I E S P E R F I R E A L A R M S Y S T E M S U P P L I E R , A N D A S P E R N F P A A N D N E C R E Q U I R E M E N T S . F . D O N O T I N S T A L L A N Y S M O K E O R H E A T D E T E C T O R S W I T H I N 3 F E E T O F A N Y A I R D I F F U S E R . G . D O N O T E X C E E D 2 5 0 0 F E E T O N A N Y A D D R E S S A B L E D E V I C E R U N . D O N O T E X C E E D 1 2 0 D E V I C E S O N A N Y O N E A D D R E S S A B L E D E V I C E R U N . H . A L L A I R H A N D L I N G E Q U I P M E N T 2 0 0 0 C F M O R M O R E M U S T B E S H U T D O W N U P O N F I R E A L A R M A S P E R L I F E S A F E T Y C O D E S . I . A L L C L A S S "B " I N I T I A T I N G C I R C U I T S W I T H A D D R E S S A B L E D E V I C E S N E E D E O L R . (E N D O F L I N E R E S I S T O R S ). J . I N C O R R I D O R S , N O T I F I C A T I O N A P P L I A N C E S M U S T B E L O C A T E D W I T H I N 1 5 ' F R O M E N D S O F C O R R I D O R S A N D A M A X I M U M O F 1 0 0 ' S P A C I N G . K . N O T I F I C A T I O N A P P L I A N C E S T O B E S Y N C H R O N I Z E D T O P R O V I D E A 3 -3 -3 T E M P O R A L P A T T E R N . L . A L L W I R I N G A N D C O N D U I T R O U T I N G T O B E A S D E S C R I B E D O N S U P P L I E D S H O P D R A W I N G S . F I R E A L A R M P L A N I S S H O W N F O R G E N E R A L L O C A T I O N A N D L A Y O U T O N L Y . M . T H E F I R E A L A R M S Y S T E M T O B E I N C O M P L I A N C E W I T H A L L A P P L I C A B L E L O C A L , S T A T E A N D A D A R E Q U I R E M E N T S . N . E L E C T . C O N T R . T O C O N N E C T S P R I N K L E R S Y S T E M T A M P E R S W I T C H E S A N D F L O W V A L V E S T O F I R E A L A R M S Y S T E M A S R E Q U I R E D . S E E F I R E S P R I N K L E R S Y S T E M D R A W I N G S F O R E X A C T L O C A T I O N S A N D Q U A N T I T I E S . G E N E R A L F I R E A L A R M S Y S T E M N O T E S D A T A O U T L E T ; _= # O F D A T A C A B L E S , X =C O N D U I T S I Z E (S E E N O T E S 1 ,2 ,3 B E L O W )_D -X C E I L I N G M O U N T E D D A T A O U T L E T ; _= # O F D A T A C A B L E S , X =C O N D U I T S I Z E (S E E N O T E S 1 ,2 ,3 B E L O W )_D -X A . C O M M U N I C A T I O N S C A B L E S S H A L L H A V E B E N D S N O G R E A T E R T H A N 9 0 D E G .B . C O N D U I T S F O R C O M M U N I C A T I O N S C A B L I N G S H A L L H A V E A M A X I M U M B E N D R A D I U S N O T M O R E T H A N 1 0 X T H E D I A M E T E R O F T H E C O N D U I T .C . A L L C O M M U N I C A T I O N S C O N D U I T S S H A L L B E T E R M I N A T E D W I T H A N I N S U L A T E D N O N -M E T A L L I C B U S H I N G A T B O T H E N D S .D . C O M M U N I C A T I O N S C O N D U I T S S H A L L H A V E N O M O R E T H A N (2 ) 9 0 'S W I T H O U T A P U L L B O X . P U L L B O X E S S H A L L B E L O C A T E D I N A C C E S S I B L E L O C A T I O N S A N D S H A L L B E S I Z E D A T L E A S E D 1 2 X T H E L A R G E S T C O N D U I T D I A M E T E R I N L E N G T H A N D M I N , 4 " D E E P A N D 8 " W I D E .E . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E .C . T O I N S U R E T H A T T H E P A T H W A Y F O R T H E D A T A C A B L I N G D O E S N O T C R E A T E C A B L E L E N G T H S T O E X C E E D S T H E L E N G T H O F 2 9 5 F T F R O M O U T L E T T O P A T C H P A N E L , T H I S I N C L U D E S S E R V I C E L O O P S A N D P A T C H C O R D S . F . W H E R E C A B L E T R A Y I S U T I L I Z E D I N T H E P R O J E C T . C O M M U N I C A T I O N C O N D U I T S E N D I N G A T T H E C A B L E T R A Y S H A L L E X T E N D 1 " O V E R T H E S I D E I N T O T H E T R A Y . G E N E R A L S P E C I A L S Y S T E M N O T E S :S P E C I A L S Y S T E M S N O T E S :1 . U T I L I Z E 4 1 1 /1 6 " D E E P B O X W I T H R E Q U I R E D M U D R I N G A N D C O N D U I T T O A B O V E N E A R E S T A C C E S S I B L E C E I L I N G O R D A T A R A C K , T E R M I N A T E W I T H I N S U L A T E D T H R O A T B U S H I N G . P R O V I D E Q T Y O F C A B L E S I N D I C A T E D F R O M O U T L E T T O N E A R E S T T E L E /D A T A R O O M . S E E D W G S F O R A D D I T I O N A L I N F O R M A T I O N . U T I L I Z E J -H O O K S 3 F T O N C E N T E R F O R S U P P O R T O F C A B L I N G W H E R E C A B L E T R A Y I S N O T I N S T A L L E D /S P E C I F I E D .2 . C O N D U I T S I Z E ('X ' F R O M A B O V E ); 2 =1 /2 ", 3 =3 /4 ", 4 =1 ", 5 =1 -1 /4 ", 6 =1 -1 /2 "3 . B L A N K (N O L A B E L ) = 4 -1 1 /1 6 " D E E P B O X W I T H R E Q U I R E D M U D R I N G A N D 1 " C O N D U I T T O A B O V E N E A R E S T A C C E S S I B L E C E I L I N G /C A B L E T R A Y , T E R M I N A T E W I T H I N S U L A T E D T H R O A T B U S H I N G , P R O V I D E P U L L S T R I N G . (U N L E S S O T H E R W I S E N O T E D ) S Y M B O L D E S C R I P T I O N S Y M B O L D E S C R I P T I O N D A T E D E S C R I P T I O N N O . E L E C T R I C A L S P E C I F I C A T I O N S 1 . I N T E N T : P r o v i d e a n d i n s t a l l c o m p l e t e a n d o p e r a b l e e l e c t r i c a l s y s t e m s i n c l u d i n g b u t n o t n o t l i m i t e d t o ; l i g h t i n g , p o w e r , r e c e p t a c l e s , d a t a , f i r e a l a r m a n d e e t c . P r o v i d e a l l r e q u i r e d c o n n e c t i o n s t o a l l M e c h a n i c a l a n d P l u m b i n g e q u i p m e n t , a s i n d i c a t e d a n d r e q u i r e d , i n c l u d i n g a l l c o n d u i t s , w i r i n g a n d c o n t r o l s . C o o r d i n a t e w i t h m e c h a n i c a l c o n t r a c t o r a n d d r a w i n g s . 2 . C O M P L I A N C E W I T H C O D E S : A l l w o r k a n d m a t e r i a l s h a l l c o m p l y w i t h a l l a p p l i c a b l e c o d e s , s a f e t y o r d e r s , l a w s , o r d i n a n c e s a n d r e g u l a t i o n s o f g o v e r n i n g a u t h o r i t i e s a n d o t h e r a g e n c i e s h a v i n g j u r i s d i c t i o n i n c l u d i n g r e g u l a t i o n s o f t h e S t a t e a n d L o c a l F i r e M a r s h a l l , u n l e s s d e t a i l e d a s s p e c i f i e d t o a m o r e r e s t r i c t i v e s t a n d a r d o r h i g h e r r e q u i r e m e n t . 3 . I N T E R P R E T A T I O N O F D R A W I N G S : T h e e l e c t r i c a l d r a w i n g s a r e e s s e n t i a l l y d i a g r a m m a t i c i n t h a t a l l p r o v i s i o n s n e c e s s a r y t o c o n f o r m t o s t r u c t u r a l , a r c h i t e c t u r a l , m e c h a n i c a l a n d p l u m b i n g s y s t e m s c a n n o t b e s h o w n . A l l i n s t a l l a t i o n s s h a l l b e a d j u s t e d a s n e c e s s a r y t o c o n f o r m a n d t o a v o i d o b s t r u c t i o n s , w i t h o u t a d d i t i o n a l c o s t t o t h e o w n e r . A l l w o r k , m a t e r i a l a n d e q u i p m e n t c a l l e d f o r b y n o t e s ,s c h e d u l e s o r o t h e r w i s e i n d i c a t e d o n t h e d r a w i n g s s h a l l b e f u r n i s h e d a n d i n s t a l l e d a s t h o u g h f u l l y s e t f o r t h i n t h e s e s p e c i f i c a t i o n s . 4 . V I S I T I N G T H E S I T E : C o n t r a c t o r s h a l l v i s i t t h e s i t e a n d b e c o m e a c q u a i n t e d w i t h c o n d i t i o n s t o b e e n c o u n t e r d . E x t r a f u n d s w i l l n o t b e a l l o w e d d u e t o f a i l u r e t o e x a m i n e t h e s i t e a n d t o i n c l u d e d e x i s t i n g c o n d i t i o n s i n b i d p r i c e . 5 . C O O R D I N A T I O N W I T H U T I L I T I E S : T h e s e p l a n s h a v e b e e n p r e p a r e d w i t h o u t u t i l i t y c o m p a n y c o m m e n t s . T h e c o n t r a c t o r s h a l l v e r i f y e x a c t r e q u i r e m e n t s f o r t h e e l e c t r i c a l , t e l e p h o n e a n d c o m m u n i c a t i o n s e r v i c e s w i t h t h e u t i l i t y c o m p a n y r e p r e s e n t a t i v e s a n d p r o v i d e a l l w o r k a n d p a y a l l c o s t s f o r a c o m p l e t e a n d o p e r a t i n g s y s t e m s , a s d i r e c t e d b y t h e g o v e r n i n g u t i l i t i e s . 6 . M A T E R I A L S A N D W O R K M A N S H I P : A l l w o r k m a n s h i p s h a l l b e p e r f o r m e d b y s k i l l e d e l e c t r i c i a n s u s i n g t h e b e s t s t a n d a r d p r a c t i v e s o f t h e t r a d e . A l l m a t e r i a l s s h a l l , u n l e s s o t h e r w i s e n o t e d , b e n e w a n d i n p e r f e c t c o n d i t i o n a n d w o r k i n g o r d e r . A l l m a t e r i a l f o r s i m i l a r u s e s s h a l l b e o f t h e s a m e t y p e , m a t e r i a l a n d m a n u f a c t u r e r f o r e a s e o f f u t u r e m a i n t a e n a n c e . A l l e q u i p m e n t s h a l l b e r e a d i l y a c c e s s i b l e f o r m a i n t e n a n c e a n d r e p a i r s . A l l m a t e r i a l s , f i x t u r e s a n d e q u i p m e n t s h a l l b e c o v e r e d o r s e a l e d u p o n i n s t a l l a t i o n s o a s t o p r o v i d e f o r s a f e t y a n d t o i n s u r e t h a t o p e r a t i o n a n d a p p e a r a n c e w i l l b e m a i n t a i n e d a f t e r s u b s e q u e n t c o n s t r u c t i o n o p e r a t i o n s . 7 . E X E C U T I O N : R a c e w a y i n s t a l l a t i o n : S e p e r a t e u n d e r g r o u n d c o n d u i t s i n a c o m m o n t r e n c h 4 " m i n i m u m h o r i z o n t a l l y , 1 2 " m i n i m u m f r o m o t h e r u t i l i t y l i n e s . M i n i m u m c o n d u i t d e p t h s h a l l b e 1 8 ". C o o r d i n a t e c o n d u i t i n s t a l l a t i o n w i t h p i p e s , s t e e l , f o o t i n g s a n d d u c t s i n s t a l l e d b y o t h e r t r a d e s . I n s t a l l c o n d u i t r u n s e x p o s e d t o v i e w p a r a l l e l o r a t r i g h t a n g l e s t o s t r u c t u r a l m e m b e r s , w a l l s o r b u i l d i n g l i n e s . S u p p o r t c o n d u i t w i t h o n e -h o l e m a l l e a b l e f a c t o r y m a d e p i p e s t r a p s , f a s t e n d e d w i t h s c r e w s . 8 . O P E R A T I N G A N D A D J U S T I N G : T h e o w n e r r e s e r v e s t h e r i g h t t o o p e r a t e a n y s y s t e m s o f e q u i p m e n t p r i o r t o f i n a l c o m l e t i o n a n d a c c e p t a n c e o f t h e w o r k . S u c h p e r l i m i n a r y o p e r a t i o n s h a l l n o t b e c o n s t r u e d a s a n a c c e p t a n c e o f a n y w o r k . E a c h p i e c e o f e q u i p m e n t a n d a l l o f t h e s y s t e m s s h a l l b e a d j u s t e d t o i n s u r e p r o p e r f u n c t i o n i n g a n d s h a l l b e l e f t i n f i r s t c l a s s o p e r a t i n g c o n d i t i o n . 9 . C U T T I N G A N D P A T C H I N G : D o a l l d r i l l i n g a n d c u t t i n g a s n e c e s s a r y f o r i n s t a l l a t i o n o f e q u i p m e n t o r c o n d u i t . C u t t i n g o r d r i l l i n g o f s t r u c t u r e i s o n l y p e r m i t t e d w i t h p r i o r a p p r o v a l o f t h e o w n e r a n d s t r u c t u r a l e n g i n e e r . W h e r e c u t t i n g a n d p a t c h i n g o f w o r k i s n e c e s s a r y , u s e t h e s a m e m a t e r i a l s , w o r k m a n s h i p a n d f i n i s h t o n e a t l y m a t c h a l l s u r r o u n d i n g w o r k . 1 0 . C O N D U I T : A l l c o n d u i t m a t e r i a l a n d i n s t a l l a t i o n m e t h o d s s h a l l b e a s a l l o w e d b y t h e N E C , l o c a l A H J a n d a s d i r e c t e d b y t h e o w n e r . 1 1 . C O N D U C T O R S : T y p e T H W N o r T H H N c o p p e r w i r e i n s u l a t e d f o r 6 0 0 V . S m a l l e s t w i r e s h a l l b e #1 4 A W G u n l e s s n o t e d o t h e r w i s e . A l l w i r i n g s h a l l b e C o p p e r u n l e s s i n d i c a t e d o t h e r w i s e . T y p e M C c a b l e s h a l l b e p e r m i t t e d , p r o v i d e d i t i s i n s t a l l e d i n c o n c e a l e d a r e a s a n d i n s t a l l a t i o n c o m p l i e s w i t h t h e L o c a l A H J a n d N E C r e q u i r e m e n t s . U s e "I d e a l Y e l l o w " p u l l i n g c o m p o u n d f o r a l l w i r e p u l l s . U s e S c o t c h l o c k c o n n e c t o r s f o r a l l s p l i c e s i n #1 2 w i r e a n d t a p e b o l t e d p r e s s u r e c o n n e c t o r s f o r l a r g e r w i r e . 1 2 . G R O U N D I N G : A l l c o n d u i t , b r a n c h c i r c u i t s , f e e d e r s a n d e t c . s h a l l b e p r o v i d e d w i t h a g r o u n d i n g c o n d u c t o r . A l l g r o u n d i n g c o n d u c t o r s s h a l l b e i n s u l a t e d a n d g r e e n i n c o l o r , s i z e a s s h o w n . 1 3 . W I R I N G D E V I C E S : D e v i c e s s h a l l b e S t a n d a r d t y p e , S p e c i f i c a t i o n g r a d e , c o l o r a s s e l e c t e d b y o w n e r . D e c o r a s t y l e d e v i c e s a r e p r o h i b i t e d . U t i l i z e G F C I a n d T a m p e r -p r o o f d e v i c e s i n a l l l o c a t i o n s a s d e f i n e d b y t h e N E C . W i r i n g d e v i c e s s h a l l b e a s i n s t a l l e d a s a l l o w e d b y t h e N E C , l o c a l A H J . 1 4 . D E V I C E P L A T E S : D e v i c e s p l a t e t y p e a n d c o l o r s h a l l b e a s d i r e c t e d b y o w n e r a n d a s r e q u i r e d b y t h e N E C . 1 5 . L I G H T I N G F I X T U R E S : A s s e l e c t e d b y o w n e r a n d /o r i n d i c a t e d i n s c h e d u l e s . A l l l i g h t f i x t u r e s s h a l l b e i n s t a l l e d a n d c o n n e c t e d b y t h e E l e c t r i c a l C o n t r a c t o r . 1 6 . S E R V I C E E Q U I P M E N T & P A N E L B O A R D S : S e r v i c e E q u i p m e n t : S h a l l b e r a t e d a s s u c h a n d s h a l l c o m p l y w i t h l o c a l u t i l i t y c o . r e q u i r m e n t s . P a n e l b a r d s : S h a l l b e p r o v i d e d w i t h t y p e d w r i t t e n d d i r e c t o r i e s i n d i c a t i n g l o a d s b e i n g s e r v e d . M a i n t a i n a l l r e q u i r e d c l e a r a n c e s a r o u n d e q u i p m e n t a s r e q u i r e d b y t h e N E C . A l l e q u p m e n t d i m e n s i o n s t o b e f i e l d v e r i f i e d . 1 7 . C L E A N -U P : U p o n c o m p l e t i o n o f t h e w o r k , p r i o r t o f i n a l i n s p e c t i o n , t h o r o u g h l y c l e a n a l l e x p o s e d f i x t u r e s , t r i m a n d e q u i p m e n t a n d l e a v e t h e e n t i r e i n s t a l l a t i o n i n a n e a t , c l e a n a n d u s a b l e c o n d i t i o n . R e m o v e a l l c e m e n t , p a i n t , g r e a s e , o i l a n d o t h e r f o r e i g n s u b s t a n c e s . 1 8 . T E S T : T e s t a l l c o n d u c t o r s f o r s h o r t s , o p e n s , g r o u n d s o r o t h e r d e f e c t s . C o r r e c t a n y d e f e c t i v e w o r k a n d r e -t e s t . D e m o n s t r a t e c o n t i n u o u s s a t i s f a c t o r y o p e r a t i o n o f a l l e l e c t r i c a l s y s t e m s a n d e q u i p m e n t . P r o v i d e t r a i n i n g t o t h e o w n e r o n e l e c t r i c a l s y s t e m s a s n e e d e d f o r o w n e r o p e r a t i o n a n d m a i n t e n a n c e o f b u i l d i n g . 1 9 . G U A R A N T E E : P r i o r t o f i n a l a c c e p t a c n e o f t h e p r o j e c t , d e l i v e r t o t h e o w n e r a w r i t t e n o n e y e a r g u a r a n t e e o n a l l w o r k m a n s h i p , m a t e r i a l s a n d e q u i p m e n t a n d a g r e e t o r e p a i r o r r e p l a c e a l l s u c h d e f e c t i v e i t e m s p r o m p t l y t h a t m a y o c c u r e d u r i n g t h e w a r r a n t y p e r i o d ; i n c l u d i n g r e p a i r o r r e p l a c e m e n t o f t h e p r e m i s e s t h a t m a y b e d a m a g e d d u e t o f a u l t y w o r k a n d m a t e r i a l s f u r n i s h e d u n d e r c o n t r a c t . 8 2 7 0 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER 1 8 2 3 E . C e n t e r P o c a t e l l o , I d a h o 8 3 2 0 1 t e l (2 0 8 ) 2 3 2 -4 4 3 9 w w w .p a y n e e n g i n e e r i n g i n c .c o mEngineering I n c .C o n s u l t i n g E n g i n e e r sPROJECT N A M E :S H E E T N A M E :O F S H E E T N U M B E R :D R A W N B Y :C H E C K E D B Y :R E V I S I O N S C H E D U L E P R O J E C T N O . B U I L D I N G : D O C U M E N T S T A T U S S T A T U S D A T E P .E . #:2 2 1 2 7BRPTEP01-2 7 -2 0 2 3 1 / 2 7 / 2 0 2 3 9 : 5 1 : 1 1 A M EL E C T R I C AL SP EC I F I C A T I O N S &D E T AI L SBENSON 2 5 2 -2 5 4 R E M O D E LHeath E n g i n e e r i n g C o .3 7 7 W e s t 8 0 0 N o r t h S L C , U t a h 8 4 1 0 3 P a y n e E n g i n e e r i n g I n c .1 8 2 3 E . C e n t e r P o c a t e l l o , I d a h o 8 3 2 0 1 H e a t h E n g i n e e r i n g C o .3 7 7 W e s t 8 0 0 N o r t h S L C , U t a h 8 4 1 0 3 E G 0 0 2 1 0©2 0 1 7 B Y U -I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O 8 3 4 6 0 H e a t h E n g i n e e r i n g C o .3 7 7 W e s t 8 0 0 N o r t h S L C , U t a h 8 4 1 0 3 1 2 2 4 4 T Y P I C A L D E V I C E M O U N T I N G H E I G H T S :F I N I S H F L O O R 1 ' - 6 '' T H E R M O S T A T O R S E N S O R V E R I F Y W I T H M .C . P R I O R T O L I G H T S W . (O R A S N O T E D ) * 4 ' - 0 '' * 3 ' - 6 '' (O R A S N O T E D ) R E C E P T A C L E @ M I L L W O R K B A C K S P L A S H CAB. DIMENSIONS PER ARCH. DETAIL6"C A B I N E T R O U G H -I N . T Y P I C A L F O R A L L D E V I C E S M O U N T E D A B O V E C O U N T E R (i e C .O .'S , D A T A , P H O N E e t c .) F I R E 6 ' - 8 '' F I R E A L A R M N O T I F I C A T I O N D E V I C E F I R E M A N U A L P U L L S T A T I O N H A N D L E S H A L L B E B E T W E E N 4 2 " & 4 8 " A F F C A B I N E T R E C E P T . T E L E /D A T A O U T L E T T V O U T L E T G E N E R A L D E T A I L N O T E S : A . A L L M O U N T I N G H E I G H T S T Y P I C A L U N L E S S N O T E D O T H E R W I S E . B . C O O R D I N A T E O U T L E T H E I G H T S W I T H A R C H I T E C T S M I L L W O R K D W G S . T O I N S U R E T H A T O U T L E T S W I L L N O T F A L L B E H I N D C A B I N E T S , B A C K S P L A S H E S , O R I N T E R F E R E W I T H W A I N S C O T I N G , E T C . C . A L L S W I T C H E S A N D T H E R M O S T A T S T O B E M O U N T E D A S C L O S E T O D O O R J A M S A S P O S S I B L E . C O O R D I N A T E A L L D E V I C E S W I T H A R C H I T E C T U R A L P L A N S A N D D E T A I L S . D . C O O R D I N A T E L I G H T S W I T C H & O U T L E T H E I G H T S W I T H A R C H I T E C T U R A L W A I N S C O T I N G A N D O R T I L E W O R K S O A S N O T T O F A L L M I D W A Y I N T H E S E F I N I S H E S . G E N E R A L C O O R D I N A T I O N N O T E : • E .C . S H A L L C O O R D I N A T E A L L D E V I C E M O U N T I N G H G T S . A N D E X A C T L O C A T I O N W I T H A R C H I T E C T U R A L I N T E R I O R E L E V A T I O N S R E P O R T C O N F L I C T S T O A R C H I T E C T **P R I O R T O R O U G H -I N ** D A T E D E S C R I P T I O N N O . F J WO R K RO O M [2 5 2 A ] ST U D E N T PR O J E C T S [2 5 4 ] PR E P . RO O M [2 3 6 A ] PR E P . RO O M [2 3 6 A ] PR E P . RO O M [2 3 6 A ] LA B O R A T O R Y [2 5 2 ] 'B ' '1 A ' 1 2 1 1 1 1 1 1 1 1 3 3 4 4 4 444 1 1 1 1 5 1 1 1 5 1 1 1 1 1 1 6 6 6 6 7 6 6 6 8 8 9 9 10 10 10 10 10 10 11 11 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comEngineering Inc.Consulting EngineersPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUS DATE P.E. #:22127BRPTEP01-27-2023 1 / 2 7 / 2 0 2 3 9 : 5 1 : 0 8 A M EXISTING ELECTRICAL PLANBENSON 252-254 REMODELHeath Engineering Co.377 West 800 North SLC, Utah 84103 Payne Engineering Inc.1823 E. Center Pocatello, Idaho 83201 Heath Engineering Co.377 West 800 North SLC, Utah 84103 ED101 10©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Heath Engineering Co.377 West 800 North SLC, Utah 84103 12244 SC A L E : 3 / 1 6 " = 1 ' - 0 " 1 EX I S T I N G E L E C T R I C A L P L A N KEY NOTES:#1 EXISTING DEVICE LOCATION TO REMAIN, MAINTAIN AND/OR RE-ESTABLISH POWER TO DEVICE. PREPLACE EXISTING DEVICE AND FACEPLATE.2 E X I S T I N G C L O C K T O R E M A I N , P R O T E C T D U R I N G CONSTRUCTION. MAINTAIN AND/OR RE-ESTABLISH ELECTRICAL CONTINUITY TO DEVICE.3 E X I S T I N G H O O D T O B E R E M O V E D . D I S C O N N E C T A N D REMOVE ALL ASSOCIATED CONTROLS, CONDUIT AND CONDUCTORS BACK TO NEXT ACTIVE J-BOX OR SOURCE. MAINTAIN AND/OR RE-ESTABLISH ELECTRICAL CONTINUITY TO DOWNSTREAM DEVICES TO REMAIN.LABEL ANY EMPTY BREAKERS AS "SPARE".4 E X I S T I N G P O W E R R A C E W A Y T O B E R E U S E D . C A R E F U L L Y DISCONNECT, REMOVE, CLEAN AND STORE TO BE USED IN NEW DESIGN.5 E X I S T I N G F I R E A L A R M D E V I C E T O R E M A I N E . C . S H A L L PROTECT DURING CONSTRUCTION.6 D I S C O N N E C T A N D R E M O V E E X I S T I N G D E V I C E I N CONFLICT WITH REMODEL. REMOVE ALL ASSOCIATED CONDUIT AND CONDUCTORS BACK TO NEXT ACTIVE J-BOX OR SOURCE. MAINTAIN AND/OR RE-ESTABLISH ELECTRICAL CONTINUITY TO DOWNSTREAM DEVICES TO REMAIN. LABEL ANY EMPTY BREAKERS AS "SPARE". E.C.MAY UTILIZE RACEWAY IF COMPATIBLE WITH NEW DESIGN.7 D I S C O N N E C T A N D R E M O V E E X I S T I N G D A T A D E V I C E , REMOVE ALL ASSOCIATED CABLING BACK TO PATCH PANEL.8 E X I S T I N G P A N E L T O R E M A I N . P R O T E C T D U R I N G CONSTRUCTION. PROVIDE UPDATED PANEL INDEXES REFLECTING NEW LOADS 9 E X I S T I N G D I S C O N N E C T T O R E M A I N , P R O T E C T A N D / O R RE-ESTABLISH ELECTRICAL FEEDER TO DEVICE DURING CONSTRUCTION.10 E X I S T I N G P L U G M O L D T O R E M A I N P R O T E C T D U R I N G CONSTRUCTION.11 C A R E F U L L Y D I S C O N N E C T , R E M O V E , A N D C L E A N EXISTING SPEAKERS IN PREPARATION FOR REINSTALLATION. 8' 4' 0" DATE D E S C R I P T I O N N O . nD nD S nD 1 n 1 n D O n D O n 1 1 1 (T Y P ) (T Y P ) 2 2 2 (T Y P ) (T Y P ) (T Y P ) 3 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comEngineering Inc.Consulting EngineersPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUS DATE P.E. #:22127BRPTEP01-27-2023 1 / 2 7 / 2 0 2 3 9 : 5 1 : 0 9 A M EXISTING LIGHTING PLANBENSON 252-254 REMODELHeath Engineering Co.377 West 800 North SLC, Utah 84103 Payne Engineering Inc.1823 E. Center Pocatello, Idaho 83201 Heath Engineering Co.377 West 800 North SLC, Utah 84103 ED102 10©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Heath Engineering Co.377 West 800 North SLC, Utah 84103 12244KEY NOTES:#1 EXISTING LIGHTING, CONTROLS, AND CIRCUIT TO REMAIN. PROTECT AND/OR RE-ESTABLISH ELECTRICAL FEEDERS AND CONTROLS.2 D I S C O N N E C T , R E M O V E , A N D C L E A N E X I S T I N G L I G H T I N G . RETURN LIGHTING FIXTURES NOT USED IN REMODEL TO A LOCATION DETERMINED BY BYU-I ELECTRICAL SHOP.DISCONNECT AND REMOVE EXISTING LIGHTING CONTROLS. MAINTAIN EXISTING LIGHTING CIRCUITS TO BE REUSED IN REMODEL.3 E X I S T I N G E X I T S I G N T O R E M A I N P R O T E C T D U R I N G CONSTRUCTION. MAINTAIN AND/OR RE-ESTABLISH POWER TO FIXTURE 8' 4' 0" SC A L E : 3 / 1 6 " = 1 ' - 0 " 1 EX I S T I N G L I G H T I N G P L A N DATE D E S C R I P T I O N N O . M F LA B O R A T O R Y [2 5 2 ] PR E P . RO O M [2 3 6 A ] BO T A N Y PR E P [2 5 2 B ] WO R K RO O M [2 5 2 A ] ST U D E N T PR O J E C T S [2 5 4 ] 6D -5 AC AC AC / M AC ACACACACAC ACACAC 'B ' '1 A ' 2D -4 2D -4 (O N R O O F ) R E F -1 1 2 2 2 2 1 1 1 1 1 3 '1 A ' '1 A ' 4 4 4 4 4 4 5 5 5 5 '1 A ' '1 A ' '1 A ' '1 A ' '1 A ' '1 A ' '1 A ' '1 A ' '1 A ' '1 A ' 'B ' 'B ' 'B ' 'B ' 'B ' #1 2 ' s 'B ' 'B ' 6 6 7 7 8 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comEngineering Inc.Consulting EngineersPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUS DATE P.E. #:22127BRPTEP01-27-2023 1 / 2 7 / 2 0 2 3 9 : 5 1 : 0 9 A M NEW POWER/DATA PLANBENSON 252-254 REMODELHeath Engineering Co.377 West 800 North SLC, Utah 84103 Payne Engineering Inc.1823 E. Center Pocatello, Idaho 83201 Heath Engineering Co.377 West 800 North SLC, Utah 84103 EE101 10©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Heath Engineering Co.377 West 800 North SLC, Utah 84103 12244KEY NOTES:#1 EXISTING POWER RACEWAY TO BE REINSTALLED.COORDINATE EXACT LOCATION WITH ARCHITECT FURNITURE PLAN PRIOR TO ROUGH IN.2 N E W P O W E R R A C E W A Y T O M A T C H E X I S T I N G P O W E R RACEWAY FINISH, E.C. TO FIELD VERIFY EXISTING PRIOR TO ORDERING. COORDINATE EXACT LOCATION WITH ARCHITECT FURNITURE PLAN PRIOR TO ROUGH IN.3 S L I M - L I N E A V S Y S T E M C A B I N E T . P R O V I D E ( 2 ) D U P L E X OUTLETS IN CABINET, EXTRA-DEEP BOX WITH 1 1/2"CONDUIT TO ABOVE ACCESSIBLE CEILING FOR DATA/AV CABLING. COORDINATE EXACT PLACEMENT OF BOXES WITH CABINET AND KENDEN JENSEN, CAMPUS AV, PRIOR TO ROUGH-IN. PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROM CABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIELD VERIFY FINAL LOCATION PRIOR TO ROUGH-IN.4 E X I S T I N G P L U G M O L D . 5 N E W P L U G M O L D , S U C H A S H U B B E L L H B L 2 0 G B 5 0 6 I V , COORDINATE EXACT INSTALLATION LOCATION WITH ARCHITECT PRIOR TO ROUGH IN.6 C O O R D I N A T E E X A C T S P E A K E R L O C A T I O N W I T H K E N D E N JENSEN, BYU-I CLASSROOM TECHNOLOGY, PRIOR TO ROUGH IN.7 P R O V I D E A N D I N S T A L L N E W P A N E L I N D E X T O R E F L E C T CONNECTED LOADS.8 E . C . S H A L L C O O R D I N A T E E X H A U S T F A N C O N T R O L A N D CONTROL LOCATION WITH MECHANICAL DRAWING PRIOR TO ROUGH IN. 8' 4' 0" SC A L E : 3 / 1 6 " = 1 ' - 0 " 1 NE W P O W E R / D A T A P L A N DATE D E S C R I P T I O N N O . nD nD S nD 1 S CD 1 S CD 1 S CD 1 S CD 1 nD nD n D n D O n D LA B O R A T O R Y [2 5 2 ] PR E P . RO O M [2 3 6 A ] BO T A N Y PR E P [2 5 2 B ] WO R K RO O M [2 5 2 A ] ST U D E N T PR O J E C T S [2 5 4 ] (T Y P ) F1 (T Y P ) F1 (T Y P ) F2 (T Y P ) (T Y P ) F2 1 1 1 1 F2 F2 1 2 2 2 2 2 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comEngineering Inc.Consulting EngineersPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUS DATE P.E. #:22127BRPTEP01-27-2023 1 / 2 7 / 2 0 2 3 9 : 5 1 : 1 0 A M NEW LIGHTING PLANBENSON 252-254 REMODELHeath Engineering Co.377 West 800 North SLC, Utah 84103 Payne Engineering Inc.1823 E. Center Pocatello, Idaho 83201 Heath Engineering Co.377 West 800 North SLC, Utah 84103 EE102 10©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Heath Engineering Co.377 West 800 North SLC, Utah 84103 12244KEY NOTES:#1 NEW FIXTURES TO UTILIZE EXISTING LIGHTING CIRCUIT IN AREA, CONTROL WITH NEW CONTROLS AS SHOWN.2 E M E R G E N C Y F I X T U R E , F I X T U R E T O B E S U P P L I E D W I T H NLIGHT EMG ON BOARD OR WITH AN nLIGHT EM POWER PACK. CONNECT TO BOTH EMERGENCY AND NORMAL POWER SUCH THAT FIXTURE WILL ILLUMINATE UPON LOSS OF NORMAL POWER. 8' 4' 0" SC A L E : 3 / 1 6 " = 1 ' - 0 " 1 NE W L I G H T I N G P L A N DATE D E S C R I P T I O N N O . 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comEngineering Inc.Consulting EngineersPROJECT NAME:SHEET NAME:OF SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUS DATE P.E. #:22127BRPTEP01-27-2023 1 / 2 7 / 2 0 2 3 9 : 5 1 : 1 0 A M ELECTRICAL SCHEDULESBENSON 252-254 REMODELHeath Engineering Co.377 West 800 North SLC, Utah 84103 Payne Engineering Inc.1823 E. Center Pocatello, Idaho 83201 Heath Engineering Co.377 West 800 North SLC, Utah 84103 EE401 10©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 Heath Engineering Co.377 West 800 North SLC, Utah 84103 12244 LI G H T I N G F I X T U R E S C H E D U L E TY P E D E S C R I P T I O N M O U N T I N G V O L T S L U M E N S CO L O R TE M P . ( K ) MF G R . C A T A L O G # N O T E S F1 E X I S T I N G 2 X 2 L A Y - I N F I X T U R E R E C E S S E D 1 2 0 - 2 7 7 4 0 0 0 4 0 0 0 E X I S T I N G L I G H T I N G F2 2 X 2 L A Y - I N L E D , T O M A T C H E X I S T I N G F I X T U R E S R E C E S S E D 1 2 0 - 2 7 7 4 8 0 0 4 0 0 0 L I T H O N I A E P A N L - 2 X 2 - 4 8 0 0 - L M - 8 0 C R I - 4 0 K -M I N 1 - N L I G H T - M V O L T 1. R E F E R T O D R A W I N G S F O R F I X T U R E S R E Q U I R E D T O H A V E 0- 1 0 V O R S T E P - L E V E L D I M M I N G C O N T R O L . P R O V I D E F I X T U R E( S ) W I T H L E D D R I V E R ( S ) AN D R E Q U I R E D D I M M I N G / S W I T C H - L E G C O N D U C T O R S B E T W E E N SW I T C H ( E S ) A N D F I X T U R E ( S ) T O P R O V I D E C O N T R O L A S I N D IC A T E D O N DR A W I N G S . 2. F I X T U R E T O B E C O N T I N U O U S R O W M O U N T E D , L E N G T H A S IN D I C A T E D O N D R A W I N G S . P R O V I D E R E Q U I R E D A C C E S S O R I E S /C O N N E C T O R S F O R CO N T I N U O U S R O W M O U N T I N G . 3. S C B A - S T A N D A R D C O L O R B Y A R C H I T E C T / O W N E R ( C O O R D I N AT E C O L O R W I T H A R C H I T E C T / O W N E R P R I O R T O O R D E R I N G . ) 4. F I E L D A D J U S T P E N D A N T L E N G T H A S R E Q U I R E D , V E R I F Y LE N G T H W I T H C O U N T E R A S D I R E C T E D B Y A R C H I T E C T . 5. R E F E R T O A R C H I T E C T U R A L E L E V A T I O N D R A W I N G S F O R P L AC E M E N T A N D M O U N T I N G H E I G H T O F F I X T U R E S . 6. P R O V I D E A N D I N S T A L L 1 2 0 V F A C T O R Y A P P R O V E D D I M M E R S W I T C H F O R T R A C K : A C U I T Y P / N : S Y N E R G Y I S D 4 0 0 E L V 12 0 . 7. P R O V I D E A L L C O M P O N E N T S F O R C O M P L E T E I N S T A L L A T I O N , I N C L U D I N G B U T N O T L I M I T E D T O : E N D F E E D S , C O N N E C T O RS A N D E T C . LI G H T F I X T U R E S C H E D U L E N O T E S : • L I G H T I N G F I X T U R E S I N D I C A T E D I N S C H E D U L E A R E B A S I S O F D E S I G N , A L T E R N A T E M A N U F A C T U R E R S S H A L L B E P R E - A P PR O V E D B Y A D D E N D U M . AL T E R N A T E M A N U C A T U R E R S S H A L L S U B M I T P E R - A P P R O V A L S T O E N G I N E E R A M I N I M U M O F 1 0 D A Y S P R I O R T O P R O J E C T B I D D A T E . GE N E R A L L I G H T I N G S C H E D U L E N O T E S : 1. P R O V I D E 0 - 1 0 V D I M M I N G C O N D U C T O R S ( G R E Y & V I O L E T ) B E T W E E N D E V I C E A N D L I G H T F I X T U R E ( S ) F O R D I M M I N G A S I N D I C A T E D O N D W G S . 2. R O U T E A S S O C I A T E D R O O M L T G C I R C U I T T H R O U G H R E L A Y FO R C O N T R O L , P R O V D E 0 - 1 0 V D I M M I N G A N D L O W V O L T A G E C ON N E C T I O N S A S IN D I C A T E D O N D R A W I N G S A N D D E T A I L S . 3. D E V I C E C O L O R S H A L L M A T C H W I R I N G D E V I C E S ; R E F E R T O S P E C I F I C A T I O N S . 4. M O U N T D E V I C E T O B O T T O M O F S T R U C T U R E . nL I G H T L I G H T I N G C O N T R O L S C H E D U L E N O T E S : nL I G H T L I G H T I N G C O N T R O L S C H E D U L E G E N E R A L N O T E S : • E . C . S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G A L L L I G H T IN G C O N T R O L C O M M I S S I O N I N G / P R O G R A M M I N G O F A L L n L I G H T C O M P O N E N T S . T H E CO M M I S S I O N I N G / P R O G R A M M I N G S H A L L B E D O N E B Y A n L I G H T C E R T I F I E D T E C H N I C I A N . • E . C . S H A L L N O T I F Y O W N E R 1 - W E E K P R I O R T O C O M M I S S I O NI N G / P R O G R A M M I N G O F T H E S Y S T E M S O T H A T T H E O W N E R C A N P R O V I D E RE P R E S E N T A T I V E S D U R I N G T H E C O M M I S S I O N I N G / P R O G R A M M I N G P E R I O D . LI G H T I N G C O N T R O L ( n L I G H T ) S Y S T E M S C H E D U L E TY P E DE S C R I P T I O N MF G R . C A T A L O G # N O T E S CE I L I N G S E N S O R S nD 1 D U A L - T E C H N O L O G Y , S M A L L M O T I O N , C E I L I N G O C C U P A N C Y S E N S O R W / A U T O DI M M I N G C O N T R O L P H O T O C E L L SE N S O R S W I T C H n C M - P D T - 9 - R J B - A D C X WA L L S W I T C H E S n1 n L I G H T O N / O F F P U S H B U T T O N SE N S O R S W I T C H n P O D M 3 nD n L I G H T O N / O F F P U S H B U T T O N W / D I M M I N G SE N S O R S W I T C H n P O D M - D X 3 nD O n L I G H T D U A L - T E C H O C C U P A N C Y S E N S O R , O N / O F F P U S H B U TT O N W / D I M M I N G S E N S O R S W I T C H n W S X P D T L V - D X 3 DATE D E S C R I P T I O N N O . dbkbo^i=klqbp cfob=pmofkhibo=ibdbka C. D. E. F. G. 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. SYMBOL DESCRIPTION EXISTING RECESSED PENDANT FIRE SPRINKLER HEAD A. B. EXISTING PENDENT / UPRIGHT HEAD THIS DRAWING IS FOR REFERENCE ONLY FOR THE PURPOSES OF THE CONTRACTOR'S BIDDING OF THE DESIGN, (INCLUDING PREPARATION OF DETAILED FIRE SPRINKLER PLANS AND DOCUMENTS), AND THE FURNISHING, INSTALLING AND MAKING OPERATIONAL, A COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM FOR ALL REMODEL AREAS OF THE BUILDING. REFERENCE SPECIFICATION 211313 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE AUTOMATIC FIRE SPRINKLER DESIGN, PLANS AND DOCUMENTS AS PREPARED BY THE CONTRACTOR, ARE TO BE SUBMITTED BY THE CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION UNDER A SEPARATE PLAN SUBMITTAL AND PERMIT FOR THE AUTHORITY HAVING JURISDICTION'S REVIEW, APPROVAL AND PERMITTING. 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 4 : 4 5 : 0 9 FIRE PROTECTION DEMOLITION PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 FD101 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 02.55 5 10 ao^tfkd=klqbp NOTE #DESCRIPTION 1 REMOVE EXISTING FIRE SPRINKLER HEADS PREPARATORY FOR NEW CONCEALED HEADS IN NEW CEILINGS. SEE REMODEL PLAN. SCALE:FD101 3/16" = 1'-0" cfob=molqb`qflk=abjlifqflk=mi^k1 DATE DESCRIPTION NO. cfob=pmofkhibo=ibdbka cfob=molqb`qflk=klqbp SYMBOL DESCRIPTION EXISTING PENDANT FIRE SPRINKLER HEAD NEW CONCEALED FIRE SPRINKLER HEAD 6. 5. 4. 3. 2. 1. 8. 7. ALL HANGERS, SUPPORTS, AND SEISMIC BRACING AS PER SPECIFICATIONS AND DRAWINGS. UNLESS NOTED OTHERWISE, INSTALLATION MUST AT LEAST MEET NFPA 13 STANDARD. SIZE OF PIPE TO ONE SPRINKLER HEAD TO BE 1" UNLESS NOTED OTHERWISE. PROVIDE SWAY BRACING IN ACCORDANCE WITH NFPA 13 ON ALL SYSTEM MAINS. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF OF SPRINKLER HEADS WHERE NOTED. SEAL ALL PENETRATIONS THRU FIRE WALLS AND FLOOR WITH FIRE PROOF SEALANT AS PER SPECIFICATIONS. COORDINATE FINISH OF SPRINKLER HEAD COVERS WITH ARCHITECT.REQUIRED FINISH MAY VARY FROM MANUFACTURERS STANDARD FINISHES. DUE TO THE CLOSE PROXIMITY OF THE WATER, VENT, HOT WATER HEATING, AND FIRE SPRINKLER PIPING, AS WELL AS DUCTWORK, COORDINATE THE MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND SHEETMETAL WORK. ALL MATERIALS AND EQUIPMENT USED FOR THE FIRE SPRINKLER SYSTEM SHALL BE U.L. LISTED OR FM APPROVED FOR USE IN FIRE PROTECTION SYSTEMS. 9. 10. 11. FURNISH ALL MATERIALS, EQUIPMENT AND SUPPLIES AND PERFORM ALL WORK AND OPERATIONS REQUIRED TO DESIGN, CONSTRUCT, AND MAKE FUNCTIONAL A FIRE SPRINKLER SYSTEM TO PROVIDE FIRE PROTECTION OF ALL REMODEL AREAS OF THE BUILDING. THE SYSTEM SHALL MEET THE REQUIREMENTS OF THE IDAHO FIRE CODE AND NFPA SECTION 211313. PIPING SHALL BE STEEL PIPING CONFORMING TO ANSI/ASTM A53, ASTM A135 OR ASTM A795. PIPING 2-1/2" (NOMINAL) OR LARGER SHALL BE SCHEDULE 10. PIPING 2" (NOMINAL) OR SMALLER SHALL BE SCHEDULE 40. NO XL OR THIN WALL PIPE WILL BE ALLOWED. PROVIDE NEW FIRE SPRINKLER PIPING IN REMODEL SPACE AS REQUIRED TO ACCOMMODATE THE REMODEL WORK OF ALL TRADES. MAINTAIN EXISTING WHERE FEASIBLE. NOTE: CEILING HEIGHTS ARE BEING CHANGED IN MANY LOCATIONS AND WILL LIKELY IMPACT THE LOCATION OF EXISTING PIPING. 12. SPACE OCCUPANCY IS LIGHT HAZARD WITH COVERAGE LIMITED TO LESS THAN 225 FT. PER HEAD. 236A PREP. ROOM 252 LABORATORY 254 STUDENT PROJECTS 256 CUST 252A WORK ROOM 252B BOTANY PREP 11 1 1 1 1 1 1 1 1 1111 1 1 1 1 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 4 : 4 5 : 1 0 FIRE PROTECTION REMODEL PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 FP101 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 02.55 5 10 NOTE #DESCRIPTION 1 PROVIDE NEW CONCEALED HEAD SPRINKER IN NEW LAY-IN CEILING. INSTALL CENTER OF TILE TO PROVIDE COMPLETE COVERAGE. ao^tfkd=klqbp SCALE:FP101 3/16" = 1'-0" cfob=molqb`qflk=objlabi=mi^k1 DATE DESCRIPTION NO. dofiib=^ka=afccrpbo=p`ebarib SYMBOL FACE PANEL SIZE TYPE KRUEGER MODEL TITUS MODEL REMARKS S-1 24"x24" LAY-IN CEILING 1400 TMS - S-2 VARIES SIDEWALL - - - R-1 VARIES PERFORATED - LAY-IN CEILING 6490 PAR SQUARE NECK R-2 VARIES DUCT MOUNT S480 30R - E-1 VARIES FIXED DEFLECTION - LAY-IN CEILING AFCS585 25RL - E-2 VARIES SIDEWALL S480 30R - ollcqlm=bue^rpq=c^k SYMBOL MAXIMUM AIRFLOW CFM TOTAL STATIC PRESSURE IN. W.C.BHP FAN RPM ELECTRICAL DRIVE TYPE COOK MODEL DUTY MAX WEIGHT (LBS) MAXIMUM SOUND LEVELS dB (OCTAVE BAND) REMARKSVOLTS PHASE HERTZ MOTOR HP 1 2 3 4 5 6 7 8 LWA dBA REF-1 150 0.5 0.09 1656 120 1 60 1/8 DIRECT 101ACRUD OR60 BOTANY PREP 20 75 79 78 69 58 54 49 43 72 61 1, 2, 3 NOTES: 1. WITH DAMPER, RUSKIN CD-30 OR BETTER, MAX LEAKAGE 4 CFM/FT2 AT 1" W.C. WIRE DAMPER TO OPEN WHEN FAN RUNS. WITH FACTORY FURNISHED CURB. 2. OR EQUAL FROM GREENHECK OR TWIN CITY. 3. WITH EC MOTOR pvj_li=ibdbkaar`q=`lkpqor`qflk=p`ebarib ar`q=pb^i^kq ar`q=fkpri^qflk ar`qtloh jb`e^kf`^i=dbkbo^i=klqbp (E) CHWS CHWR HWR HWS FSRD FD D T S S.F.D. A.D. H.D. RISE 24"x12" 24"x18" HOT WATER SUPPLY COLD WATER CHILLED WATER RETURN CHILLED WATER SUPPLY HOT WATER RETURN SOIL OR WASTE DOMESTIC HOT WATER EXISTING LOW PRESSURE STEAM LOW PRESSURE CONDENSATE DOMESTIC HOT WATER RECIRCULATING VENT EXHAUST GRILLE CONCENTRIC REDUCER THERMOMETER GAUGE WITH GAUGE COCK GAUGE COCK ECCENTRIC REDUCER THERMOMETER OR GAUGE WELL SAFETY OR RELIEF VALVE SOLENOID VALVE GLOBE VALVE PIPE GUIDE PIPE ANCHOR BLIND FLANGE PRESSURE/TEMPERATURE TEST PLUG (PETE'S PLUG) FLOW CONTROLLER OR BALANCE VALVE FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN PRESSURE REDUCING VALVE - (PRV) STEAM TRAP DIRT LEG DRAIN STRAINER OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER BRANCH DUCT TAKE-OFF SPIN-IN FITTING THERMOSTAT TEMPERATURE SENSOR DROP IN PIPE VALVE IN RISE BALL VALVE GATE VALVE CHECK VALVE 2 WAY CONTROL VALVE 3 WAY CONTROL VALVE BUTTERFLY VALVE CONTROL VALVE (PLAN VIEW) RISE IN PIPE PLUG VALVE CAP UNION NEW CONNECTION FLAT OVAL (CROSS SECTION) ROUND DUCT (CROSS SECTION) SUPPLY DUCT (CROSS SECTION) HAND DAMPER SUPPLY AIR DIRECTION TURNING VANES IN DUCT ACCESS DOOR FOR FIRE DAMPER ACCOUSTICAL LINING IN DUCT DROP OR RISE IN SUPPLY DUCT SUPPLY DIFFUSER COMBINATION SMOKE/FIRE DAMPER RISE OR DROP IN ROUND OVAL DUCT INSIDE CLEAR DIMENSION IN INCHES DUCT SIZE, INSIDE CLEAR DIMENSION IN INCHES RETURN AIR OR EXHAUST DUCT (CROSS SECTION) RETURN AIR OR EXHAUST DIRECTION RETURN AIR GRILLE DUCT RISE DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL 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 1-1/2 x 1-1/2 x 1/8 @60in. 1-1/2 1-1/2 1-1/2 - - - - - - - 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 REQUIRED 1 x 1 x 1/8 @60in. 1 x 1 x 1/8 @60in. 1 1 1 NONE REQUIRED 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 22 22 22 22 22 22 NOT REQUIRED NOT REQUIRED 22 22 22 POCKET LOCK MENDED RECOM- POCKET LOCK ANGLE REINFORCED GAGE ANGLE NOT REQUIRED SIZE REINFORCED 22 24 24 22 24 24 RECOM- MENDED GAGE MENDED RECOM- 24 GAGE 24 NOT REQUIRED NOT REQUIRED NOT REQUIRED 22 24 24 REINFORCED ANGLE NOT REQUIRED SIZE 24 REIN- FORCED BAR SLIP ANGLE SLIP H H BAR SLIP ANGLE STD. SEAM REINFORCED STD. SEAM REINFORCED ANGLE SIZE H AT JOINTS TRANSVERSE REINFORCING* H H 1-1/2 x 1-1/2 x 1/8 1-1/2 x 1-1/2 x 1/8 1-1/2 x 1-1/2 x 1/8 NOT REQUIRED NOT REQUIRED NOT REQUIRED 1-1/2 x 1-1/2 x 1/8 NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED 1-1/2 x 1-1/2 x 1/8 1-1/2 x 1-1/2 x 1/8 @60in. 1-1/2 x 1-1/2 x 1/8 @60in. DUCT DIMENSIONS ON DRAWINGS CALL-OUT INSIDE CLEAR DIMENSIONS. DUCT TO BE CONSTRUCTED TO SMACNA STANDARDS. DUCT SEALANT SHALL BE UL-181A OR UL181B PER IECC REQUIREMENTS ALL SUPPLY DUCT SHALL BE INSULATED WITH A MINIMUM R-4.0 INSULATION AND/OR ACOUSTICAL LINER, TESTED IN ACCORDANCE WITH ASTM E84 WITH A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-50. ALL DUCTWORK EXPOSED TO OUTSIDE TEMPERATURES TO BE WRAPPED WITH R-12 INSULATION MINIMUM. A. PROVIDE HVAC AS-BUILT DRAWINGS WITHIN 90 DAYS OF SYSTEM ACCEPTANCE. B. PROVIDE O&M MANUALS FOR HVAC SYSTEMS WITHIN 90 DAYS OF SYSTEM ACCEPTANCE. C. PROVIDE BALANCE REPORT FOR ALL MECHANICAL EQUIPMENT TO OWNER. D. E. PROVIDE SEISMIC BRACING FOR ALL EQUIPMENT, DUCTWORK AND PIPING PER ALL UTAH, STATE, AND LOCAL CODES. SEE SHEET M5.3 FOR DETAILS. MINIMUM FCU SERVICE MAINTENANCE ITEMS. □ CLEAN THE FAN □ CHANGE THE BELTS □ CHECK BEARINGS AND REPLACE AS NECESSARY □ INSPECT COILS AND CLEAN AS REQUIRED □ ENSURE VIBRATION ISOLATION IS WORKING PROPERLY □ VERIFY POWER OPERATION OF CONTROLS, CONTROL VALVES, DAMPER ACTUATORS □ CHANGE THE AIR FILTERS REFER TO MH101 DRAWING NOTE 16. PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 4 : 3 2 : 2 2 MECHANICAL SCHEDULES BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 M-001 10 JW ARK ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 DATE DESCRIPTION NO. 1 2 3 4 5 4 222 1 2 3 2 6 78 9 10 11 9 12 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 4 : 3 2 : 2 2 MECHANICAL DEMOLITION PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 MD101 10 JW ARK ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 SCALE:MD101 3/16" = 1'-0" jb`e^kf`^i=abjlifqflk=mi^k1 02.55 5 10 ao^tfkd=klqbp NOTE #DESCRIPTION 1 REMOVE TRANSFER AIR GRILLE 2 REMOVE SA DIFFUSER AND / OR RA GRILLE 3 REMOVE EXHAUST AIR GRILLE 4 REMOVE EXHAUST HOOD AND EXHAUST DUCT AS SHOWN. CAP EXHAUST DUCT AT WALL. 5 REMOVE RA GRILLE AND SEAL OPENING IN DUCT AIR TIGHT. 6 REMOVED ABANDONED CONTROL COMPRESSED AIR PIPING. 7 REMOVE 4EXISTING CHEMICAL FUME HOOD. REFERENCE PLUMBING DRAWINGS FOR PIPING DEMOLITION. 8 REMOVE EXISTING EXHAUST DUCTWORK. PATCH EXISTING SS DUCT. 9 REMOVE EXISTING RA DUCT AS SHOWN. 10 EXISTING EXH. DUCT TO REMAIN. 11 REMOVE EXISTING BRANCH DUCT DROP TO CHEMICAL FUME HOOD. 12 EXISTING TEMPERATURE SENSOR TO REMAIN. PROTECT DURING CONSTRUCTION. 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. B.DEMOLITOIN OF EXISTING MECHANICAL AND PLUMBING CONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TO ACCOMMODATE THE RENOVATION AND THE ADDITION OF NEW WORK. C.ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. dbkbo^i=klqbp DATE DESCRIPTION NO. DM S T (E) 22"x16" (E ) 2 4 " x 1 8 " (E ) 2 4 " x 1 4 " (E) 20"x16" (E) 16"x14" (E) STEAM COIL (E) CHW COIL (E) 16"x16" EXH. UP TO ROOFTOP EXH. FAN #5 (E ) 1 8 " x 1 4 " (E) FCU (E) FCU (E) CH (E) CH (E) 14"x10 (E) 14"x10 (E) STEAM PRV (E)CONDENSING UNIT ON ROOF (E) CONDENSING UNIT ON ROOF (E) 1" STEAM (E) 1" STEAM (E) 24"x14" (E) 24"x24" (E) 2" (E) 3" (E) 2-1/2" (E) 2-1/2" (E) 1-1/4" (E) 1-1/4"H.D. 16"x8"+1"AL 10"Ø8"Ø 10"Ø 10"Ø 10 " x 1 0 " + 1 " A L REF 1 8"Ø H.D. 8"Ø H.D. 8"Ø H.D. 8"Ø H.D. 8"Ø H.D. 8"Ø H.D. 12"Ø H.D.12"Ø H.D. 8"Ø H.D. 8"Ø H.D. 8"Ø 16"x8"+1"AL16"x8"+1"AL 10"x12"+1"AL H.D.H.D. H.D.H.D. 236A PREP. ROOM 252 LABORATORY 254 STUDENT PROJECTS 256 CUST 252A WORK ROOM 252B BOTANY PREP 11 1213 14 15 6 7 8 9 10 1 2 3 4 4 4 4 4 4 4 4 4 9 1 10 2 5 2 2 5 7 16 16 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 4 : 3 2 : 2 3 MECHANICAL REMODEL PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 MH101 10 JW ARK ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 02.55 5 10 SCALE:MH101 3/16" = 1'-0" jb`e^kf`^i=objlabi=mi^k1 NOTE # DIFFUSER CALLOUT DESCRIPTION 1 S-1 225 CFM 10"Ø NK SA DIFFUSER. 2 R-1 22"x22" NK RA GRILLE WITH SOUND BOOT. 3 S-1 150 CFM 8"Ø" NK SA DIFFUSER 4 S-1 185 CFM 8"Ø NK SA DIFFUSER 5 R-1 22"x10" NK RA GRILLE WITH SOUND BOOT 6 EXISTING TEMPERATURE SENSOR TO REMAIN. PROTECT DURING CONSTRUCTION. 7 E-1 600 CFM 16"x16" NK EXH AIR DUCT. VERIFY EXACT SIZE WITH EXISTING DUCTWORK. 8 S-1 220 CFM 16"x8" NK SA DIFUSER 9 S-1 350 CFM 12"Ø SA DIFFUSER 10 16"x8" RA OPENING HIGH ON WALL ABOVE CEILING. 11 E-1 300 CFM 14"x10" NK EXH AIR GRILLE 12 E-1 150 CFM 8"x8" NK EXH. GRILLE 13 RA DUCT OPENING ABOVE CEILING. 14 34"x12" RA OPENING HIGH ON WALL ABOVE CEILING. SAW CUT CMU WALL TO ACCOMMODATE NEW RA OPENING. 15 PATCH EXISTING STAINLESS STEAL EXHAUST DUCT TO ACCOMMODATE NEW EXHAUST GRILLE. REFERENCE ARCHITECTURERAL DRAWING FRO COORDINATION OF PATCHING WALL OPENING BELOW CEILING. 16 CONTRACTOR TO PROVIDE MAINTENANCE SERVICE TO THE EXISTING FAN COIL UNIT. AT A MINIMUM, PROVIDE SERVICE MAINTENANCE AS NOTED IN THE GENERAL NOTES ON DRAWING M-001. REPAIR OTHER DEFICIENCIES AS NEEDED. ao^tfkd=klqbp DATE DESCRIPTION NO. TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.* BAR SLIP H 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 2 MH501 3 MH501 4 MH501 5 MH501 6 MH501 7 MH501 8 MH501 1 MH501 9 MH501 NO POP RIVETS ALLOWED SMACNA HVAC DUCT CONSTRUCTION HANGER SIZES FOR ROUND DUCT PER STANDARDS. NO POP RIVETS ALLOWED PER SMACNA HVAC DUCT CONSTRUCTION HANGER SIZES FOR RECTANGULAR DUCT STANDARDS. ob`q^kdri^o=ar`q=cfqqfkdp=abq^fi olrka=ar`q=e^kdbo=abq^fi ar`q=pqo^m=e^kdbo=abq^fi ar`q=ifkbo=abq^fi _o^k`e=ar`q=^ka=a^jmbo=abq^fi ar`q=`lkkb`qflk=abq^fi ilt=mobpprob=ar`q=^``bpp=allo=abq^fi ar`q=`lkpqor`qflk=abq^fi c^`qlov=j^ab=ar`q=abq^fi SINGLE VANE SCHEDULE 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. 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 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 SHEET METAL SCREWS. STRAPS TO BE STRAPS HANGER TIGHT AGAINST DUCT. TIGHT AGAINST DUCT. SHEET METAL SCREWS. STRAPS TO BE SELF TAPPING CADIUM PLATED HEX HEAD 1 HANGER STRAPS ENDS OF LINER SHALL BE COATED WITH ADHESIVE. METAL DUCT GALVANIZED SHEET ALL ENDS OF LINER TO BE BUTTED FIRMLY TOGETHER. 1 2 " C .C . M A X . SIZED PER DRAWING FROM EDGE OF LINER NOT MORE THAN 2" (T Y 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 DOORS SHOWN IN THE DRAWINGS, THE SHEET SMOKE DAMPER. METAL CONTRACTOR SHALL AT EACH FIRE AND FIRE/ INSTALL AN ACCESS DOOR IN ADDITION TO THOSE DUCT-SEE PLANS FOR SIZE, LOCATION AND CONTINUATION NUMBER HINGES 16 X 16 24 X 24 12 X 12 6 X 6 MAXIMUM DIMENSION GAUGE BACK 24 2622 3 2 22 26 HANDLES 2 2 1 1 NUMBER OF OF 26 26 26 26 DOOR 22 22 26 24 FRAME BUTT HINGE 1"x1" (.025x.025) SIZE AND LOCATION ACCESS DOOR. SEE PLANS FOR SASH LOCK GASKET DUCT EXTERIOR. DENSITY FIBERGLASS DUCT LINER 1" (.025) THICK ONE AND ONE HALF POUND NOTE: SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE BINDING STRAP 5/8" 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 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 4 : 3 2 : 2 3 MECHANICAL DETAILS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 MH501 10 JW ARK ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 DATE DESCRIPTION NO. 1 MH502 2 MH502 3 MH502 4 MH502 clo=plrka=`lkqoli=abq^fi t^ii=mbkbqo^qflk ar`q=`lkkb`qflk=ql=afccrpbo=abq^fi bue^rpq=c^k=^ka=`ro_=abq^fi bnrfmjbkq=`ro_=abq^fi j^krc^`qrobo=molsfaba=ollcqlm AS INDICATED ON DRAWINGS. ROUND OR OVAL) LINED OR UNLINED SHEET METAL DUCT (RECTANGULAR, OCCUPIED SPACE DUCTWORK ABOVE OCCUPIED SPACE CEILING CONNECT TO FLOOR PENETRATION SIMILAR. NOTE: MECHANICAL ROOM OR MECHANICAL ACCESS SPACE CAULK AND SEAL BACKER ROD CAULK AND SEAL 3/4 lb. INSULATION SCALE: NONE SCALE: NONE 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 SCALE: NONE ROOFING, SEE ARCH. SUPPORT CURB, SEE ARCHITECTURAL ARCHITECTURAL ROOF INSULATION, SEE ROOF STRUCTURE, SEE ARCHITECTURAL FOR SIZES DUCTWORK. SEE PLANS AUTOMATIC CONTROL DAMPER STRUCTURE SECURE CURB TO ROOF RIGID INSULATION PRE-FABRICATED CURB BY FAN MANUFACTURER 14" MIN. DM CONTINUOUS SEALANT ROPE BETWEEN EXHAUST FAN AND CURB SCALE: NONE . SECURE CURB TO ROOF DECK WITH 5/8" 8" O.C. WITH APPROVED FASTENERS PREFABRICATED STEEL CURB CLOSED CELL NEOPRENE GASKET SECURE FLASHING APPROXIMATELY RECOMMENDED BY MANUFACTURER 5/8"∅ BOLTS, MIN. 2 PER SIDE OR BOLTS NAILER STRIP FURNISHED CURB INSULATION WITH CURB NUMBER AND LOCATION AS FURNISHED WITH UNIT UNIT BASE FRAME METAL ROOF DECK CANT STRIP ROOF INSULATION ROOFING, SEE ARCHITECTURAL UNIT INSULATION SHEET METAL COUNTER FLASHING DRAWINGS UNIT CASING UNIT FRAME SCREEN 1/2" X 1/2" MESH HOUSING EXHAUST FAN PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 4 : 3 2 : 2 3 MECHANICAL DETAILS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 MH502 10 JW ARK ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 DATE DESCRIPTION NO. mfmb=j^qbof^i=p`ebarib 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 GAS NATURAL GAS BLACK STEEL, SCHEDULE 40 THREADED NONE WASTE SANITARY WASTE PVC SOLID CORE SCHEDULE 40 WITH DWV FITTINGS NONE VENT VENT PVC SOLID CORE SCHEDULE 40 WITH DWV FITTINGS NONE qebojlpq^qf`=jfufkd=s^isb=p`ebarib 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 mirj_fkd=^__obsf^qflkp SYMBOL DESCRIPTION SYMBOL DESCRIPTON DCW DOMESTIC COLD WATER DW DIRECT WASTE DHW DOMESTIC HOT WATER V VENT VTR VENT THROUGH ROOF W SOIL/WASTE CO CLEAN OUT WCO WALL CLEAN OUT FC#FIXTURE COUNT mirj_fkd=cfuqrob=p`ebarib qofj=^ka=^``bpplofbp SYM. DESCRIPTION COLD HOT TEPID 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 BOTANY PREP SINK, DOUBLE COMPARTMENT, 18 GUAGE STAINLESS STEEL 33" X 22" X 10-1/8" OUTSIDE DIMENSIONS, ELKAY MODEL DLR332210PD. 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'' - FCO FLOOR CLEANOUT - - - - - - - WCO WALL CLEANOUT - - - - - - - CO CLEANOUT - - - - - - - STOP VALVES: SOLID FORGED BRASS BODY, MACHNIED ROD BRASS STEM, 3/4" COMPRESSION OUTLET, CHROME PLATED BRASS BALL WITH TEFLON PACKING, METAL TEAR DROP HANDLE, 5/8" COMPRESSION INLET. WOLVERINE BRASS, INC. MODEL 83420. SUPPLIES: FLEXIBLE CHROME PLATED COPPER RISERS. P-TRAP: P-TRAP, TRAP ARM AND TAILPIECE TO BE CONSTRUCTED OF PVDF MATERIAL FOR ACID RESISTANCE. FIELD VERIFY CONFIGURATION REQIRED TO ACCOMMODATE EXISTING ROUGH-IN LOCATIONS PROIR TO ORDERING. 4. 5. 6. 3. 2. 1. mirj_fkd=pvj_li=ibdbka dbkbo^i=mirj_fkd=klqbp CO WCO RD FCO FS FD NIC (E) 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 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. NEW CONNECTION SYMBOL NOT IN CONTRACT EXISTING DOMESTIC HOT WATER RECIRCULATION PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 1 : 5 4 : 3 8 PLUMBING SCHEDULES AND SYMBOL LEGEND BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 P-001 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 DATE DESCRIPTION NO. 1 2 3 2 2 1 11 1 4 5 6 6 5 6 4 64 6 5 5 7 8 910 1 11 1 1 5 6 2 6 6 6 252A WORK ROOM 252B BOTANY PREP 254 STUDENT PROJECTS 252 LABORATORY236A PREP. ROOM 256 CUST 1112 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 1 : 5 4 : 3 9 PLUMBING GAS AND WATER DEMOLITION PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 PD101 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 SCALE:PD101 3/16" = 1'-0" mirj_fkd=d^p=^ka=t^qbo=abjlifqflk=mi^k1 02.55 5 10 ao^tfkd=klqbp NOTE #DESCRIPTION 1 REMOVE GAS PIPING DROP AND BRANCH PIPING UNDER THE TABLE / COUNTER SERVING EXISTING TURRETS. 2 REMOVE MAIN GAS PIPE AS SHOWN. 3 CAP GAS PIPE AT MAIN. 4 REMOVE SINK AND ASSOCIATED WATER PIPING PREPARATORY FOR NEW. SEE REMODEL PLAN. 5 REMOVE SINK AND BRANCH WATER PIPING COMPLETE. 6 REMOVE DCW AND DHW PIPING AS SHOWN. 7 REMOVE 3/4" RODI WATER BACK TO TEE AS SHOWN. CAP AT TEE. 8 REMOVE GAS PIPE TO FUME HOOD COMPLETE. CAP 1/2" CA PIPE AT MAIN. REMOVE DCW PIPING AND CAP AT MAIN. 9 REMOVE DCW & DHW BRANCH PIPING AND CAP UNUSED BRANCHES AT MAIN. REMOVE EMERGENCY EYEWASH WITH WATER PIPING COMPLETE. 10 REMOVE 3/4" CONDENSATE DRAIN AS NECESSARY TO REROUTE TO NEW SINK. 11 REMOVE RODI WATER FAUCET AND BRANCH PIPING. CAP CAP NEAR MAIN. CONTRACTOR TO VERIFY PIPE ROUTING. 12 PROTECT RODI WATER FOR BOTANY PREP. CONTRACTOR TO FIELD VERIFY ROUTING. DATE DESCRIPTION NO. 1 1 1 1 1 1 252A WORK ROOM 252B BOTANY PREP 236A PREP. ROOM 252 LABORATORY 254 STUDENT PROJECTS PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 1 : 5 4 : 4 0 PLUMBING WASTE AND VENT DEMOLITION PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 PD102 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 SCALE:PD102 3/16" = 1'-0" mirj_fkd=t^pqb=^ka=sbkq=abjlifqflk=mi^k1 NOTE # DESCRIPTION 1 REMOVE P-TRAP AND CAP UNUSED WASTE PIPE IN WALL. SEE REMODEL PLAN. ao^tfkd=klqbp 02.55 5 10 DATE DESCRIPTION NO. G G G G (E) FCU (E) FCU (E)2" (E)2-1/2" (E)2-1/2" (E)3" (E)3" (E) GAS METER (E)1" (E)2" (E)1" (E)2" (E)3/4" DRAIN" 1" 1" 3/4" DCW/DHW 1/2" DCW/DHW 3/4" DCW 236A PREP. ROOM 252 LABORATORY 254 STUDENT PROJECTS 256 CUST 252A WORK ROOM 252B BOTANY PREP 3 P-1 P-1 P-2 5 4 P-3 6 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 1 : 5 4 : 4 0 PLUMBING GAS AND WATER REMODEL PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 PL101 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 02.55 5 10 SCALE:PL101 3/16" = 1'-0" mirj_fkd=d^p=^ka=t^qbo=objlabi=mi^k1 NOTE #DESCRIPTION 3 DROP 3/4" DCW AND DHW DOWN ON WALL. ROUTE 1/2" DCW AND DHW EXPOSED ON WALL OVER TO P-3. ROUTE 3/4" DCW AND DHW THROUGH WALL AND ROUTE IN CABINETS. 4 PROVIDE LINE SIZE ISOLATION VALVES ON BRANCH PIPING. 5 CONNECT NEW 3/4" DHW AND DCW TO EXISTING. FIELD VERIFY EXISTING PIPE SIZE. 6 PROVIDE NEW WALL HYDRANT WITH ISOLATION VALVE. SEE DETAIL 4/P-501. ao^tfkd=klqbp DATE DESCRIPTION NO. (E) FCU (E) FCU (E) 3/4" DRAIN (E) 3/4" DRAIN (E)2" (E)4"(E)2" (E)4"(E)2" (E)2" (E)2" (E)4" (E)4" (E)4" (E)2" P-3 P-1 P-1 P-2 1 1 252A WORK ROOM 252B BOTANY PREP 236A PREP. ROOM 254 STUDENT PROJECTS 256 CUST 252 LABORATORY 2 1 PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 1 : 5 4 : 4 0 PLUMBING WASTE AND VENT REMODEL PLAN BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 PL102 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 SCALE:PL102 3/16" = 1'-0" mirj_fkd=t^pqb=^ka=sbkq=objlabi=mi^k1 02.55 5 10 NOTE # DESCRIPTION 1 CONNECT NEW WASTE PIPING TO EXISTING WASTE PIPING IN WALL. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. 2 CONNECT NEW 3/4" CONDENSATE DRAIN TO EXISTING. DROP CONDENSATE DOWN THROUGH COUNTERTOP AND CONNECT TO TAILPIECE OF NEW SINK. ao^tfkd=klqbp DATE DESCRIPTION NO. 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 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 CIN 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 SILICONE WH 30" A.F.G.WALL CLAMP BALL VALVE, INSTALL IN ACCESSIBLE LOCATION. EXTERIOR WALL, SEE ARCHITECTURAL FOR WALL THICKNESS. ROUTE SUPPLY PIPE WITHIN WALL ON INTERIOR OF BUILDING TO PROTECT FROM FREEZING. SEE PLAN. GENERAL INSTALLATION NOTES: INSTALL WALL HYDRANT (WH) PER MANUFACTURERS WRITTEN INSTRUCTIONS TO ENSURE PROPER CONNECTION AND DRAINAGE OF FIXTURE. PROJECT NAME: SHEET NAME: OF SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO. BUILDING: DOCUMENT STATUS STATUSDATE 01 / 0 2 / 2 0 2 3 1 1 : 5 4 : 3 8 PLUMBING DETAILS BENSON 252-254 REMODEL Heath Engineering Co. 377 West 800 North SLC, Utah 84103 P-501 10 AP - ©2017 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 10569 SCALE: NONEP-501 mfmb=prmmloq=abq^fi1 SCALE: NONEP-501 t^ii=mbkbqo^qflk=abq^fi2 SCALE: NONEP-501 qvmf`^i=mfmb=prmmloqp=abq^fi3 SCALE: NONEP-501 t^ii=evao^kq=abq^fi4 DATE DESCRIPTION NO.