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1021 Atlantic Blvd #977 16-CINT-461 PET SUPPLIES REV DRWGSR N r, i OR IN,, 1 2s Frame, To Frame, Bottom 1 1 WALL TO PET Rlrt of Tartkless Indoor or'Outdoor Urttt 2 4 5 M oifold, Cold Water Manifold, lot Water 1 .......1 6; Manifold Gas OSE FROM SHUT OFF 7 3f4' Dart Leg, 2 8 P1000 Unistrut Channel 2 vv ter e a gas Alex tines ars. Incttfaea on an race systems, NOTE: SIZE TANKLESS WATER HEATER FOR SITE SPECIFIC CONDITIONS. ASSUME 3.5 GPM PER PET WASH TUB WITH 90°F (MIXED) DELIVERY WATER AND STANDARD ASSUMPTIONS FOR ALL OTHER FIXTURES. 05 TANKLESS WATER HEATER RACK SYSTEM DETAIL SCALE: N.T.S. rVENT IN WALL TO VENT THRU ROOF Ii— WALL PET WASH TUB FLEXIBLE HOSE WASH TUB LEG. TYP. OF 4 � FINISHED FLOOR HAIR INTERCEPTOR TRENCH DRAIN SANITARY WASTE PIPING NOTE: PROVIDE UNION ON INLET AND OUTLET OF HAIR INTERCEPTOR FOR REMOVAL AND CLEANING. ATTACH HAIR INTERCEPTOR TO PET WASH LEG WITH PIPE CLAMP TO PREVENT MOVEMENT DURING TYPICAL OPERATION. LAVATORY SINK TEMPERED HW SUPPLY CW SUPPLY THERMOSTATIC TEMPERING VALVE, POWERS HYDROGAURD SERIES LM495, ASSE 1070 HW SUPPLY STOP VALVE FINISH FLOOR NOTE: A. INSULATE ALL EXPOSED WASTE AND SUPPLY PIPING UNDER LAVATORIES WITH THE HANDI-LAV GUARD INSULATION KIT BY TRUEBRO OR EQUAL. ' I PET WASH TUB WITH HAIR I I IVALVE LAVATORY TEMPERING04INTERCEPTOR DETAIL SCALE: N.T.S. 03 DETAIL SCALE: N.T.S. TEMPERATURE GAUGE 120V SOLENOID SHUT OFF VALVE, NORMALLY CLOSED, VALVE CONTROLLED BY TIMER SWITCH AT CASH REGISTER COORDINATE WITH ELECTRICAL PLANS. TYPICAL 3/4 XING VALVE DOUBLE CHECK VALVE TYPICAL JMANUAL SHUT OFF 1/2" THRU— VALVE, TYPICAL. WALL TO PET CONNECTOR, TYP. Q WASH AREA. PRODUCT LINES FROM SOAPtl� TYPICAL. 02 I PET WASH VALVING DETAIL SCALE: N.T.S. 2" 0 OUTLET FOR FORCED AIR LOCATION DRYER HOSE w/ 1 1/2" PVC HOSE MODEL CONNECTOR, TYP. Q # OF PRODUCT LINES FROM SOAPtl� DO WASH TUB BY CONTAINER TO BATH MASTER. PS (TYPICAL OF 2) PROVIDED BY OWNER, OSE FROM SHUT OFF TYPICAL. — VALVE TO BATH MASTER TEMPERED WATER SUPPLY LINE PROVIDED WITH SYSTEM. THRU WALL TO THREADED HOSE SHAMPOO PRODUCT CONNECTOR AND SHUT-OFF. SUPPLY RACK TYPICAL. (BTUH) PROVIDE REMOVABLE GRATE FOR @ 70°F RISE ACCESS TO TRENCH DRAIN FOR REMARKS CLEANING TRENCH DRAIN. REFER CW HOSE BIBB PLUMBING DRAWINGS I TANKLESS WALL MOUNT RACK DETAILS. BATH MASTER (2) NAT. GAS 01 1 BATH MASTER SYSTEM DETAIL SCALE: N.T.S. 11t1t111 i171KIf;trylr�,� ,, DRAINS, CLEANOUTS & MISC. ITEMS TANKLESS WATER HEATER MARK LOCATION MAKE MODEL TYPE # OF UNIT FUEL MAXIMUM INPUT MARK ITEM MAKE MODEL LOCATION SIZE BODY TOP - `) o : UNITS MODEL # PWT -1 (BTUH) SIZE @ 70°F RISE (EACH) REMARKS REMARKS STOCKROOM RINNAI TRW02iN TANKLESS WALL MOUNT RACK 2 RU98i NAT. GAS 398,000 1-1/4" 10.8 GPM 5" DIA WITH CONCENTRIC TERMINATION KIT FOR COMBUSTION AIR AND VENT. -1 SYSTEM 4 2 8 D-1 FLOOR DRAIN 2 CONCENTRIC T&P RELIEF VALVE C,; HANDICAPPED J.R. SMITH 2005 SERIES SEE PLANS AS NOTED CAST IRON NICKEL BRONZE FLAT STRAINER WITH P050 1/2 TRAP PRIMER M LAVATORY 1 2 2 MS -1 MOP SINK 3 1 3 MS -1 SERVICE SINK 3 1 3 DF -1 DRINKING FOUNTAIN FCO CLEANOUT J.R. SMITH 4020 SERIES FLOOR TYPE AS NOTED CAST IRON NICKEL BRONZE Design and construction documents PET WASH TUB 1.4 3 4.2 PWT -1 PET WASH TUB 2 3 WCO CLEANOUT J.R. SMITH 4710 SERIES WALL TYPE AS NOTED CAST IRON STAINLESS STEEL as instruments of service are given TOTAL 24.7 NOTE: in confidence and remain the property 1. 1-1/2" WATER CONNECTION REQUIRED. 2. PET WASH TUBS (PTW-1) ARE PROVIDED BY OWNER. P.C. SHALL PROVIDE NOTE: AND INSTALL A HAIR INTERCEPTOR, J.R. SMITH MODEL 8710 OR EQUAL. 1. 4" SANITARY REQUIRED. DA HAIR INTERCEPTOR SHALL BE INSTALLED WHERE IS IS ACCESSIBLE FOR SOG�E© CLEANING. of Herschman Architects. The use of this design and these construction FS -1 FLOOR SINIK ZURN FD -2370 SEE PLANS 4" PVC PVC documents for purposes other than 1/2 GRATE AND SEDIMENT BUCKET the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. HB -1 HOSE BIBB WOODFORD MODEL 24 CP SEE PLANS 3/4" BRASS CHROME PLATED WITH VACUUM BREAKER, AND 3/4" HOSE THREADS. MOUNT 15" A.F.F. Date Issue l�PV-1 TRAP PRIMER PRECISION OREGON #1 SEE PLANS 1/2" 02 -15 -Ib PERMIT PLUMBING - - TENANT REVIEW 02-25-I6 *REYISION I 1 Q 'TD -1 TRENCH DRAIN ZURN Z-866 SERIES SEE PLANS AS NOTED CAST IRON NICKEL BRONZE PERMA TRENCH WITH ADA COMPLIANT GRATE. INSTALL CENTERLINE OF DRAIN 11"AWAY FROM WALLS AND 1/4 B.F.F. TO ALLOW TILE SLOPE TO DRAIN. 0 05-25-I6 GIN TANKLESS WATER HEATER MARK LOCATION MAKE MODEL TYPE # OF UNIT FUEL MAXIMUM INPUT GAS HEADER FLOW RATE VENT RESTROOMS A.O.SMITH DEL -6 6 GAL. ELECT. 120V UNITS MODEL # PWT -1 (BTUH) SIZE @ 70°F RISE (EACH) REMARKS WIC -1 STOCKROOM RINNAI TRW02iN TANKLESS WALL MOUNT RACK 2 RU98i NAT. GAS 398,000 1-1/4" 10.8 GPM 5" DIA WITH CONCENTRIC TERMINATION KIT FOR COMBUSTION AIR AND VENT. -1 SYSTEM 4 2 8 (TOTAL) HANDICAPPED 2 CONCENTRIC T&P RELIEF VALVE AI/lTC• HANDICAPPED LAVATORY UZ LAVATORY 1 SIZE TANKLESS WATER HEATER FOR SITE SPECIFIC CONDITIONS. ASSUME 3.5 GPM PER PET WASH TUB WITH 90°F (MIXED) DELIVERY WATER AND STANDARD ASSUMPTIONS FOR ALL OTHER FIXTURES. WATER HEATER MARK LOCATION MAKE MODEL TANK SIZE FUEL VOLTAGE KW RECOVERY OPERATING TEMPERATURE REMARKS WH -2 RESTROOMS A.O.SMITH DEL -6 6 GAL. ELECT. 120V MOLDED STONE MSB -2424 PWT -1 PET WASH TUB 1.5 8 GPH @ 100°F 120°F T_0 13E MOUNTED ABOVE CEILING. PROVIDE WITH DRAIN PAN. MARK ITEM _ _ RIN FO TAI MAKE I MODEL I TYPE MARK ITEM MAKE NAME MODEL WC -1 WATER CLOSET AMERICAN STANDARD MADERA 1.6 GPF 3451.660 L-1 LAVATORY AMERICAN STANDARD LUCERNE 0355.012 4"CENTERS IVIS -1 MOP SINK FIAT MOLDED STONE MSB -2424 PWT -1 PET WASH TUB GROOMER'S BEST ELITE TUB 24"X58" PWT -2 PET WASH TUB GROOMER'S BEST WALK-IN TUB 58" SS -1 SERVICE SINK MUSTEE UTILATUB 24"x20" MARK TRIM WITH UNIT 6055.205 (0.5 GPM) CHICAGO 897 DRINKING FOUNTAIN CAPACITY I COMPRESS. CONDENSER PLUMBING FIXTURES TRAP STOPS INTEGRAL NOTE #3 3" NOTE #3 NOTE #3 NII NOTE #4 NOTE #4 1/2" VALVES NOTE #4 NOTE #4 NOTE #4 SAN 4" 1 1/2" 3" 2" 2" Ni HORSE ELECTRIC REMARKS POWER BARRIER FRf_F_ADALOM PLIANT WITH WALL HANGER PLATE DA STAI ESS IS O AI ONL CONNECTIONS VENT HW MARK DESCRIPTION 2" - 1 1/2" 1/2" 1 1/2" 3/4" 1 1/2" 1/2" 1 1/2" 1/2" 1 1/2" 1/2" REMARKS CW FLOOR MOUNTED, FLUSH VALVE, FLUSH HANDLE ON WIDE SIDE OF STALL. SEAT: CHURCH NO. 9500C WHITE WITH CONCEALED CHECK. 1/2 WITH FLOOR MOUNTED CONCEALED ARM WALL CARRIER, GRID DRAIN & SINGLE HANDLE FAUCET 3/4" REFER TO NOTE #6 1/2" - 1/2' - 1/ I FLOOR MOUNTED WHITE UTILITY TUB 1. INSTALL SERVICE SHUTOFF & CHECK VALVES, COCKS, STOPS, AIR CUSHIONS, VACUUM BREAKERS, AND SAFETY DEVICES WHERE REQUIRED BY CODE, SPECIFICATIONS, OR DRAWINGS. 2. ALL CATALOG NOS. REFER TO AMERICAN STANDARD UNLESS NOTED AND ALL FIXTURES IN WHITE UNLESS NOTED. 3. EXPOSED P -TRAPS TO BE 17 GA. CHROME PLATE WITH CLEANOUT AND ESCUTCHEON PLATE. 4. STOPS TO BE CHROME PLATED 1/2" ANGLE VALVE WITH CHROME PLATED 12" LONG, 1/2" O.D. FLEXIBLE RISER AND ESKUTCHEON PLATE. 5. ALL DRAINS AND WATER SUPPLY PIPING TO LAVATORIES TO BE INSULATED WITH "HANDI LAV -GUARD" INSULATION KIT BY TRUEBRO. 6. WITH FIAT HOSE AND BRACKET, MOP HOOK, BUMPER GUARD AND 12" HIGH STAINLESS STEEL GUARD. 7. SINK TO BE MOUNTED FLUSH WITH WALLSAND SILICONE SEALANT APPLIED WHERE SINK MEETS WALL. 8. AN "H" AT THE FIXTURE DESIGNATION INDICATES A HANDICAPPED FIXTURE. 9. FLUSH VALVES HANDLES FOR ADA FIXTURES SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA. WATER SUPPLY FIXTURE UNITS (WSFU) SANITARY DRAINAGE FIXTURE UNITS (DFU) MARK DESCRIPTION FIXTURE UNITS QUANTITY TOTAL F.U. MARK DESCRIPTION FIXTURE QUANTITY TOTAL F.U. W ARCHITECTS I N C O R P O R A T E D UNITS 1� WC -1 HANDICAPPED WATER 5 2 10 �a~N O = M FAX (216) 223-3210 WC HANDICAPPED WATER www.herschmanarchitects.com CLOSET -1 CLOSET 4 2 8 L-1 HANDICAPPED 2 2 4 L-1 HANDICAPPED LAVATORY UZ LAVATORY 1 2 2 MS -1 MOP SINK 3 1 3 MS -1 SERVICE SINK 3 1 3 DF -1 DRINKING FOUNTAIN 0.25 2 0.5 DF -1 DRINKING FOUNTAIN 0.25 2 0.5 PWT -1 PET WASH TUB 1.4 3 4.2 PWT -1 PET WASH TUB 2 3 6 HB -1 HOSE BIBB 3 1 3 TOTAL 19 TOTAL 24.7 NOTE: 1. 1-1/2" WATER CONNECTION REQUIRED. 2. PET WASH TUBS (PTW-1) ARE PROVIDED BY OWNER. P.C. SHALL PROVIDE NOTE: AND INSTALL A HAIR INTERCEPTOR, J.R. SMITH MODEL 8710 OR EQUAL. 1. 4" SANITARY REQUIRED. DA HAIR INTERCEPTOR SHALL BE INSTALLED WHERE IS IS ACCESSIBLE FOR SOG�E© CLEANING. A rAr � w, r fr P R; vvr—n—ICIV I � • Drawn By: JRG Project No.: 151"1q Id PLUMBING DETAILS & SCHEDULES LU F- K5 UUN W ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 1� IIIf ` U CLEVELAND, OH 44128 QA �a~N O = M FAX (216) 223-3210 j�Q(( www.herschmanarchitects.com W / LJL 0 3f J UZ W m V � ZQZ J a_a FJ.. N H a T_ PLUMBING DETAILS & SCHEDULES HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 ` U CLEVELAND, OH 44128 QA TEL (216) 223-3200 O ('. ! FAX (216) 223-3210 www.herschmanarchitects.com r2®® PLUMBING DETAILS & SCHEDULES FW — — — — — — — — —V— — — — — — — — G --I- - — — — — — — — CD — — — — — — — — F --------CD-------- (E) VTR EXISTING UTILITY AS INDICATED SANITARY ABOVE GROUND SANITARY BELOW GROUND COLD WATER HOT WATER HOT WATER RETURN TEMPERED WATER FILTERED WATER VENT GAS FIRE PROTECTION CONDENSATE DRAIN SHUT OFF VALVE EXISTING CONNECT TO EXISTING VENT THRU ROOF 03 1 GAS RISER DIAGRAM CONNECT NEW 2" VENT LINE TO EXISITNG ABOVE EXISTING RESTROOMS. 02 1 SANITARY STACK DIAGRAM CONNECT NEW 4" SANITARY LINE TO EXISITNG BELOW EXISTING RESTROOMS. 1 -1/2 - MS -1 1\ > 2 1 � r v I � 28 , 2' � � Y \\\ 2'��/ FCO 1 TD 1 1 3.1 �P 3• 4• _ i 4'01 1 4' TD - SCALE: N.T.S. 1/2' (I�" 3/4• 1/2' 3/4�• 113/4' 1 . C) 1• 1 J 3/4' \A/H_1 ' MS -1 3/40 1 1/2' HB -1 - 1 / 1 �/- ��• AQUARIUM 1/2. FILTRATION FILTERE - EQUIPMENT WATER LINE /1 AQUARIUM QUARTER TURN VALVE TERMINATE'MTH 3/4" FEMALE THREAD TURNED DOWN ' 3/4" ' -3/4' 1/2' ' V I I CONNECT NEW WATERLINE TO EXISITNG ABOVE EXISTING J i RESTROOMS. DF -1 SCALE: N.T.S. 1 01 1 WATER RISER DIAGRAM DASIING 1'J SCALE: N.T.S. ILL4'N c� �...`U�_ . �0 �_ �v :0 C� Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02 -IS -I6 PERMIT TENANT REVIEW • Drawn By: .1RG Project No.: 151'19 40 7d= no nV� V 00 O UJ ZFYJ Z � W 0 O ky= 0) Cf) a ~ �N a O = C�) —J 0 W>C(-=,-, ag :cin� J w >Zm UJU Z~ Z Q N Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com P3.0 PLUMBING ISOMETRICS SECTION 260100 ELECTRICAL GENERAL PROVISIONS A. THE PROVISIONS OF THE INSTRUCTION TO BIDDERS, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, ALTERNATES, ADDENDA, AND DIVISION 1 ARE A PART OF THIS SPECIFICATION. A REQUIREMENT OCCURRING IN ONE IS AS BINDING AS THOUGH OCCURRING IN ALL. THEY ARE INTENDED TO BE COMPLEMENTARY AND TO DESCRIBE AND PROVIDE FOR A COMPLETE WORK. CONTRACTORS AND SUBCONTRACTORS SHALL EXAMINE SAME AS WELL AS OTHER DIVISIONS OF THE SPECIFICATIONS WHICH AFFECT WORK UNDER THIS DIVISION. B. MATERIAL OR LABOR WHICH IS NOT INDICATED ON THE DRAWINGS OR SPECIFICATION BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK (AND IS USUALLY INCLUDED IN SIMILAR WORK) SHALL BE PROVIDED. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT INDICATED, OR INDICATED BUT NOT SPECIFIED, SHALL BE PROVIDED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. C. IN THE EVENT OF DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS), THE CONTRACTOR SHALL ADHERE TO THE MORE STRINGENT REQUIREMENT. D. VISIT THE SITE OF THE WORK AND BECOME FAMILIAR WITH CONDITIONS AFFECTING THE INSTALLATION. SUBMISSION OF A PROPOSAL SHALL PRESUPPOSE KNOWLEDGE OF SUCH CONDITIONS AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED WHERE EXTRA LABOR OR MATERIALS ARE REQUIRED BECAUSE OF IGNORANCE OF THESE CONDITIONS. E. DEFINITIONS 1. "CONTRACTOR" AS USED WITHIN THE ELECTRICAL SPECIFICATIONS SHALL REFER TO THE ELECTRICAL CONTRACTOR. 2. "EQUAL" OR "EQUIVALENT" SHALL BE UNDERSTOOD TO MEAN OF THE SAME QUANTITY, SIZE, NUMBER, VALUE, DEGREE, INTENSITY AND THE ITEMS ARE SIMILAR IN ALL RESPECTS. THE ENGINEER WILL MAKE THE FINAL DECISION OF ACCEPTANCE OF THESE ITEMS. 3. "CONTRACT DOCUMENTS" SHALL BE UNDERSTOOD TO ENCOMPASS DRAWINGS AND SPECIFICATIONS FOR ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DISCIPLINES. 4. "PROVIDE" SHALL BE INTERPRETED TO MEAN THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES INCLUDING TESTS AND INSPECTIONS NECESSARY TO INSTALL, CONNECT, APPLY, ERECT, CONSTRUCT, AND PLACE IN OPERATING CONDITION. 5. "FURNISH" SHALL BE INTERPRETED TO MEAN THE CONTRACTOR SHALL SUPPLY AND DELIVER TO THE JOB SITE SPECIFIED MATERIAL, EQUIPMENT, AND SUPPLIES. 6. "INSTALL" SHALL BE INTERPRETED TO MEAN ASSEMBLING, PLACING, ERECTING, WIRING AND TO MAKE FULLY OPERATIONAL. F. INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, SUPERVISION, SERVICES FOR THE PROPER COMPLETION OF ALL ELECTRICAL WORK.' ITEMS OMITTED, BUT NECESSARY TO MAKE THE ELECTRICAL SYSTEM COMPLETE AND WORKABLE, SHALL BE UNDERSTOOD TO FORM PART OF THE WORK. SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED AND TURN OVER ALL CERTIFICATES OF APPROVAL TO THE OWNER. G. TEMPERATURE CONTROLS ARE PROVIDED AND WIRED BY A CONTROLS CONTRACTOR PER MECHANICAL SPECIFICATIONS. LINE VOLTAGE (120 VOLT) CONTROL DEVICES SUCH AS THERMOSTATS AND AQUA STATS THAT CONTROL FRACTIONAL HORSEPOWER, 120V MOTOR SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND SHALL BE WIRED BY THE ELECTRICAL CONTRACTOR. H. WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF LOCAL AND STATE CODES AS WELL AS THE NATIONAL ELECTRICAL CODE (NEC), AS INTERPRETED BY THE LOCAL AUTHOR=rY HAVING JURISDICTION. I. AFTER INSTALLATION BUT PRIOR TO ENERGIZATION, PERFORM TESTS FOR GROUNDS, SHORT CIRCUITS AND PROPER FUNCTION. FAULTS IN THE INSTALLATION SHALL BE CORRECTED. J. PROVIDE NAMEPLATES ON PANEL BOARDS, DISTRIBUTION PANELS, MOTOR STARTERS, SAFETY SWITCHES, CONTROL PANELS, CONTROL DEVICES, JUNCTION AND PULL BOXES. LETTERING SHALL INCLUDE NAME OF EQUIPMENT, HORSEPOWER, VOLTAGE RATING AND SERVICE DESIGNATION. NAMEPLATES SHALL BE LAMINATED PHENOLIC WITH A BLACK SURFACE AND WHITE CORE. NAMEPLATES MAY BE ATTACHED TO WALL ADJACENT TO EQUIPMENT IF AREA FOR ATTACHMENT IS TOO SMALL. IDENTIFICATION WITH A DYMO TYPE INSTRUMENT IS NOT PERMISSIBLE. K. BEFORE FINAL PAYMENT, DEMONSTRATE TO THE OWNER'S SATISFACTION THE PROPER OPERATION OF EACH OF THE SYSTEMS COMPRISING THIS CONTRACT. INSTRUCT THE OWNER'S MAINTENANCE PERSONNEL IN THE OPERATION AND MAINTENANCE OF ALL ELECTRICAL EQUIPMENT AND CONTROLS. L. AFTER ALL TESTS HAVE BEEN COMPLETED, CLEAN ALL EQUIPMENT LEAVING EVERYTHING IN WORKING ORDER AT THE COMPLETION OF THIS WORK. ALL ELECTRICAL EQUIPMENT SHALL BE COMPLETELY CLEANED INSIDE AND OUT PRIOR TO INITIAL ENERGIZING. M. AVOID CUTTING INTO THE WORK OF OTHERS BY USING SLEEVES, INSERTS, CHASES AND SIMILAR ITEMS NECESSARY FOR THE INSTALLATION. EXCEPT WHERE OTHERWISE SPECIFIED OR NOTED ON DRAWINGS, THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING OF THE BUILDING AS REQUIRED TO INSTALL SLEEVES, INSERTS, CONDUITS AND ELECTRICAL EQUIPMENT. PATCHING SHALL BE DONE BY SKILLED MECHANICS. WORK SHALL MATCH THE GENERAL CONSTRUCTION WORK. ALL CUTTING SHALL BE DONE IN A MANNER TO RETAIN THE STRUCTURAL INTEGRITY OF THE UNIT BEING CUT. WHERE EXISTING EQUIPMENT IS REMOVED OR RELOCATED, PATCH TO MATCH THE EXISTING BUILDING FINISHES (WALLS, CEILINGS, FLOORS, ETC.). N. GUARANTEE ALL WORKMANSHIP AND MATERIALS PROVIDED UNDER THE CONTRACT FOR ONE YEAR AFTER ACCEPTANCE BYTHE OWNER AND COMPLETION OF ALL PUNCH LIST ITEMS. REPAIR OR REPLACE ANY DEFECT WITHOUT COST TO THE OWNER. 0. PROVIDE TEMPORARY ELECTRIC SERVICE OF SUFFICIENT CAPACITY TO SUPPLY THE ELECTRIC LIGHT AND POWER REQUIREMENTS OF CONSTRUCTION SITE. SECTION 260500 BASIC MATERIALS AND METHODS A. EQUIPMENT AND MATERIAL USED ON THIS PROJECT SHALL BE NEW AND U.L. LABELED FOR THE APPLICATION. B. DEDICATED EQUIPMENT SPACE SHALL BE PROVIDED FOR PANELBOARDS. PRIOR TO INSTALLING PANELBOARDS AND THEIR ASSOCIATED INCOMING/DISTRIBUTION FEEDERS AND BRANCH CIRCUITS, CONTRACTOR SHALL COORDINATE PANELBOARD LOCATIONS WITH HVAC AND PLUMBING CONTRACTORS TO ENSURE DEDICATED SPACE IS MAINTAINED PER NEC ARTICLE 110.26. C. CONDUIT SHALL BE RIGID GALVANIZED, OR EMT. ALL OTHER INTERIOR CONDUITS SHALL BE EMT. CONDUITS SHALL BE 3/4" TRADE SIZE MINIMUM, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THESE SPECIFICATIONS. D. MAKE CONDUIT CONNECTIONS TO MOTORS AND TRANSFORMERS WITH FLEXIBLE METAL CONDUIT, AS SPECIFIED HEREIN, OF THE SAME SIZE AS THE FEEDER CONDUIT, AND MAKE SUCH CONNECTION AS SHORT AS PRACTICAL. E. VVIRE AND CABLE FOR POWER AND LIGHTING FEEDERS LARGER THAN #6AWG SHALL BE COPPER STRANDED 600 VOLT TYPE THHN/THVVN OR XHHW COPPER. WIRE AND CABLE FOR POWER AND LIGHTING BRANCH CIRCUITS SHALL BE THHN/THWN COPPER FOR #10 AND SMALLER AND THHW OR XHHW COPPER FOR #8 AND LARGER. MINIMUM WIRE SIZE FOR POWER AND LIGHTING CIRCUITS SHALL BE #12. F. METAL CLAD (TYPE MC) CABLE OR ARMORED (TYPE AC) CABLE MAY BE UTILIZED, ONLY IF LOCAL JURISDICTION ALLOWS, TNI LIEU OF BRANCH CIRCUIT EMT CONDUIT. INSTALLATION OF MC CABLE SHALL COMPLY WITH ARTICLE 330 OF THE NATIONAL ELECTRICAL CODE. ALL BRANCH CIRCUIT HOMERUNS SHALL BE INSTALLED IN TYPE EMT CONDUITS WITHIN THE CEILING SPACE TO RESPECTIVE PANELBOARDS. WIRING SHALL BE AS SPE=CIFIED ELSEWHERE IN THIS SECTION. A GREEN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL MC CABLE OR AC CABLE SYSTEMS. G. ALL BOXES SHALL BE RIGIDLY SUPPORTED FROM BUILDING STRUCTURE INDEPENDENT OF THE CONDUIT SYSTEM. ALL BOXES SHALL BE 4" SQUARE BOXES MINIMUM WITH RAISED COVERPLATE SUITABLE FOR WALL MATERIAL TO ALLOW BOX TO BE FLUSH. H. LOCAL LIGHT SWITCHES SHALL BE BACK AND SIDE WIRED, 20 AMPERE, 120/277 VOLTS, AC SPECIFICATION GRADE. HUBBELL #HBL-1221 SERIES. APPROVED ALTERNATES: EQUIVALENT SERIES BY PASS & SEYMOUR, LEVITON, BRYANT, AND ARROW HART. COLORS SHALL BE SELECTED BY ARCHITECT. I. DUPLEX RECEPTACLES SHALL BE "SPECIF=ICATION GRADE" 20 AMPERES, 125 VOLT, 3 WIRE, GROUNDING TYPE. HUBBELL #HBL 5362. APPROVED ALTERNATES: EQUIVALENT SERIES BY PASS & SEYMOUR, LEVITON, BRYANT, ARROW HART. J. INDOOR AND OUTDOOR RECEPTACLES, INHERE REQUIRED BY LOCAL CODE, SHALL HAVE INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER OR GROUND FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER PROTECTION. GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES, WHERE REQUIRED, SHALL BE HUBBELL #GF5362. K. ALL COVER PLATES SHALL BE SMOOTH HIGH IMPACT COMMERCIAL GRADE THERMOPLASTIC OR SMOOTH NYLON FINISH WITH COLOR TO MATCH THE DEVICES. IN UNFINISHED AREAS, USE CADMIUM PLATED, ROUND CORNER, STEEL COVER PLATES FOR SURFACE MOUNTED OUTLET BOXES. BOTH THE WIRING DEVICES AND THE COVER PLATES SHALL BE BY THE SAME MANUFACTURER. L. SAFETY SWITCHES SHALL BE HEAVY-DUTY UNFUSED OR FUSED AND SHALL BE INSTALLED WHERE INDICATED ON THE DRAWINGS AND/OR WHERE REQUIRED BY CODE AND SHALL BE SUITABLE FOR VOLTAGE AND CURRENT RATING AS SHOWN ON THE DRAWINGS. ACCEPTABLE MANUFACTURERS SHALL BE: SQUARE D, GENERAL ELECTRIC, EATON/CUTLER-HAMMER, OR SIEMENS. M. ALL CONDUIT PENETRATIONS THROUGH F=IRE RATED WALLS AND FLOORS SHALL BE PROTECTED BY MATERIALS TESTED IN ACCORDANCE VVITH UL1479/ASTM E-814. INSTALLATION SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS AND MAINTAIN THE FIRE RATING OF WALLS AND/OR FLOORS AFFECTED. PROVIDE HILTI C5240 FIRESTOP SEALANT, CSFM LISTING NO. 4060-1200:100, OR EQUIVALENT STATE FIRE MARSHAL APPROVED AND LISTED MATERIAL. SECTION 260526 GROUNDING AND BONDING A. GROUND ALL CONDUITS, CABINETS, MOTORS, PANELS, FIXTURES, AND OTHER EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRIC CODE AND LOCAL CODES. B. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED GROUNDING CONDUCTOR INSTALLED WITH CIRCUIT CONDUCTORS IN ALL CONDUITS. GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH N.E.C. 250.122 AND SHALL RUN FROM GROUNDING BUS OF SERVING PANEL TO GROUND BUS OF SERVED PANEL, GROUNDING TERMINAL OF RECEPTACLES, LIGHTING FIXTURE HOUSINGS, GROUNDING TERMINAL OF LIGHT SWITCHES OR METAL ENCLOSURES OF SERVED EQUIPMENT. C. INSTALL BONDING JUMPERS ACROSS ALL BUILDINGS, EXPANSION JOINTS, AND ACROSS CONDUIT EXPANSION FITTINGS. SECTION 260573 FAULT CURRENT, COORDINATION STUDY, AND ARC FLASH A. ELECTRICAL CONTRACTOR SHALL CONDUCT A FAULT CURRENT CALCULATION AND COORDINATION STUDY TO ENSURE THE CORRECT AIC RATING OF NEW ELECTRICAL EQUIPMENT INCLUDING SWITCHBOARDS, DISTRIBUTION PANELS, BRANCH CIRCUIT PANELBOARDS, ETC. AND TO DETERMINE THE APPROPRIATE SETTINGS OF ANY ADJUSTABLE BREAKERS. THE RESULTS OF THESE STUDIES SHALL BE SUBMITTED WITH THE ELECTRICAL EQUIPMENT SHOP DRAWINGS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE AN ARC -FLASH STUDY AND LABEL ALL EQUIPMENT AS REQUIRED PER THE N.E.C. SECTION 262416 BRANCH CIRCUIT BREAKER PANELS A. PANELBOARD BUS STRUCTURE AND MAIN LUG/MAIN CIRCUIT BREAKER SHALL HAVE THE CURRENT RATING AS SHOWN ON THE CONTRACT DRAWINGS. B. PANELBOARD BUSSING SHALL BE COPPER, (TIN-PLATED COPPER). C. BUS BAR CONNECTIONS SHALL ACCEPT BOLT -ON CIRCUIT BREAKERS. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE. D. BUS BARS SHALL HAVE ANTI -TURN SOLDE:RLESS LUG CONNECTIONS FOR ATTACHING FEEDERS. E. PANELBOARDS SHALL BE EQUIPPED WITH CIRCUIT BREAKERS OF THE FRAME & TRIP RATING AS SPECIFIED HEREIN & AS SHOWN ON THE CONTRACT DRAWINGS. F. WHERE MULTI -POLE CIRCUIT BREAKERS ARE REQUIRED, THEY SHALL BE COMMON TRIP TYPE. G. ALL PANELBOARDS SHALL BE LOCKABLE AND KEYED ALIKE. H. PANEL ENCLOSURES SHALL BE AT LEAST 20 INCHES WIDE. I. CIRCUIT BREAKERS SHALL BE THERMAL MAGNETIC, MOLDED CASE BOLT -ON TYPE. J. PROVIDE A SEPARATE NEUTRAL CONDUCTOR PROPERLY SIZED FOR EVERY BRANCH CIRCUIT. SHARING OF A NEUTRAL CONDUCTOR BETWEEN MULTIPLE CIRCUITS SHALL NOT BE PERMITTED. K. BRANCH CIRCUIT PANELBOARDS (AS A COMPLETE UNIT, INCLUDING BREAKERS) SHALL HAVE A MINIMUM SHORT CIRCUIT RATING OF 208(240)/120 - 22,000 AIC FOR BIDDING PURPOSES, UNLESS OTHERWISE= NOTED. AIC RATINGS SHALL BE MODIFIED AS REQUIRED TO MEET OR EXCEED THE AVAILABLE FAULT CURRENT AT THEIR CONNECTION POINT(S) AS A RESULT OF THE FAULT CURRENT STUDY REPORT. L. PANELBOARDS SHALL BE LISTED BY UNDERWRITERS LABORATORIES AND BEAR THE "UL" LABEL. PANELBOARDS SHALL BE MANUFACTURED BY SQUARE D, SIEMENS, GENERAL ELECTRIC, OR EATON/CUTLER-HAMMER. M. WHEN WORK IS COMPLETE, BALANCE THE: CONTINUOUS LOAD ON EACH PHASE OF ALL PANELBOARDS. N. A GLAZED DIRECTORY FRAME SHALL BE PROVIDED INSIDE THE DOOR AND SHALL BE OF SUFFICIENT SIZE TO GIVE DESCRIPTION OF EACH CIRCUIT. TYPED DIRECTORY CARDS SHALL BE PROVIDED LISTING EACH CIRCUIT SERVED. 0. PROVIDE ENGRAVED NAMEPLATE MATCHING PANELBOARD DESIGNATION ON THE DRAWINGS. SECTION 262413 CIRCUIT BREAKER DISTRIBUTION PANELS A. DISTRIBUTION PANELBOARD BUS STRUCTURE AND MAIN LUGS/MAIN CIRCUIT BREAKER SHALL HAVE THE CURRENT RAI-ING AS SHOWN ON THE CONTRACT DRAWINGS. BUS BAR CONNECTION SHALT_ ACCEPT BOLT -ON CIRCUIT BREAKERS. B. DISTRIBUTION PANELBOARD SHALL BE OF THE FULLY RATED DEAD FRONT SAFETY TYPE. C. BUS BARS SHALL HAVE ANTI -TURN SOLDERLESS LUG CONNECTIONS FOR ATTACHING FEEDERS. D. PROVIDE DISTRIBUTION PANELBOARD EQUIPPED WITH CIRCUIT BREAKERS OF THE FRAME AND TRIP RATING AS SPECIFIED HEREIN AND AS SHOWN ON THE CONTRACT DRAWINGS. E. WHERE MULTI -POLE CIRCUIT BREAKERS ARE REQUIRED, THEY SHALL BE COMMON TRIP TYPE. F. ALL PANELBOARDS SHALL BE LOCKABLE AND KEYED ALIKE. G. DISTRIBUTION PANEL ENCLOSURES SHALL BE 32" WIDE BY 12.75" DEEP. TOTAL AVAILABLE CIRCUIT SPACE SHALL BE 45" WITH FULL LENGTH BUSSING. H. DISTRIBUTION PANELBOARD BUSSING SHALL BE COPPER, (TIN-PLATED COPPER). I. MULTIPLE SECTION PANELBOARDS SHALL COMPRISE OF MATCHING ENCLOSURES, SIZED IDENTICALLY AND ABUTTED TO ONE ANOTHER. COVERS AND TRIMS SHALL BE IDENTICAL AND SUITABLE FOR SURFACE TUBS. J. CIRCUIT BREAKERS SHALL BE THERMAL MAGNETIC, MOLDED CASE, "BOLT -ON" TYPE. K. DISTRIBUTION PANELBOARD (AS A COMPLETE UNIT, INCLUDING BREAKERS) SHALL HAVE MINIMUM SHORT CIRCUIT RATING OF: 2081120V : (65,000) AIC. L. PROVIDE UNINSULATED GROUND BUSSING WITH NECESSARY QUANTITY OF TERMINALS TO ACCEPT GROUNDING CONDUCTORS. M. PROVIDE A (100%) RATED NEUTRAL BUSSING WITH NECESSARY QUANTITY TO TERMINALS TO ACCEPT NEUTRAL CONDUCTORS. N. DISTRIBUTION PANELBOARDS SHALL BE LISTED BY UNDERWRITERS LABORATORIES AND BEAR THE "UL" LABEL. PANELBOARDS SHALL BE MANUFACTURED BY SQUARE D, SIEMENS, GENERAL ELECTRIC OR EATON ELECTRIC (CUTLER -HAMMER). 0. DISTRIBUTION PANELBOARDS SHALL BE WALL MOUNTED AS INDICATED ON THE DRAWINGS. DISTRIBUTION PANELBOARDS SHALL BE MOUNTED SO THAT THE HIGHEST CONTROL DEVICE IS BELOW 6-7" FROM THE FLOOR. P. PROVIDE NAMEPLATES FOR EACH BRANCH DEVICE TO GIVE DESCRIPTION OF EACH CIRCUIT OR FEEDER. Q. PROVIDE ENGRAVED NAMEPLATE MATCHING PANELBOARDS DESIGNATION ON THE DRAWINGS. SECTION 265100 LIGHTING A. FLUORESCENT FIXTURES SHALL HAVE THERMALLY PROTECTED, HIGH POWER FACTOR (>99%), U.L. LISTED, CLASS P, CBM, ETL, AND CSA CERTIFIED, ONE, TWO, THREE, AND/OR FOUR LAMP (AS REQUIRED), RAPID START, PARALLEL, HIGH FREQUENCY, T-8, ELECTRONIC (<10% THD) BALLASTS, WITH 5 YEAR MINIMUM WARRANTY. APPROVED MANUFACTURERS SHALL BE MAGNETEK/TRIAD HP, OR ADVANCE CENTIUM. B. COMPACT FLUORESCENT AND/OR T-5 FLUORESCENT FIXTURES SHALL HAVE THERMALLY PROTECTED, HIGH POWER FACTOR (>98%), U.L. LISTED, CLASS P, CBM, ETL, AND CSA CERTIFIED, ONE, TWO, AND/OR THREE LAMP (AS REQUIRED), RAPID START, PARALLEL, HIGH FREQUENCY, ELECTRONIC (<20%) BALLASTS. APPROVED MANUFACTURERS SHALL BE MOTOROLA, ENERGY SAVING INC., OR ROBERTSON. C. LAMPS 1. PROVIDE ALL LAMPS REQUIRED. AT THE CONCLUSION OF THE WORK, EACH FIXTURE MUST BE EQUIPPED WITH THE PROPER NUMBER OF NEW LAMPS OF THE CORRECT SIZE AND TYPE, ALL IN GOOD OPERATING CONDITION. 2. INCANDESCENT LAMPS SHALL BE 130 VOLT ONLY. 3. FLUORESCENT LAMPS SHALL BE T-8, SP35 MEDIUM BI -PIN LAMPS WITH A CRI -85 TRI -PHOSPHOR COATING. APPROVED FLUORESCENT LAMP MANUFACTURERS SHALL BE G.E., PHILIPS, OR OSRAM/SYLVANIA. D. WHERE LIGHTING FIXTURES ARE INSTALLED IN LAY -IN CEILINGS, EACH FIXTURE SHALL BE PROVIDED WITH CLIPS (4 REQUIRED) OR EQUIVALENT MEANS TO PREVENT THE ACCIDENTAL DISENGAGEMENT OF THE FIXTURE FROM THE CEILING SUPPORT OR "T -BAR". IN ADDITION, ALL FLUORESCENT LIGHTING FIXTURES SHALL BE SUPPORTED AT EACH CORNER WITH FOUR (4) #12 AWG GALVANIZED STEEL WIRES AND SECURED TO THE BUILDING STRUCTURE IN ACCORDANCE WITH N.E.C. REQUIREMENTS. SECTION 271500 COMMUNICATION CABLING SPECIFICATIONS A. PERFORMANCE REQUIREMENTS: COMPLY WITH TIA/EIA-568-B.1 B. COMPLY WITH NFPA 70, "NATIONAL ELECTRICAL CODE." C. COMPLY WITH THE TIA-EIA-569-A, "COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATIONS PATHWAYS AND SPACES." D. COMPLY WITH ANSI -J -STD -607-A, "COMMERCIAL BUILDING GROUNDING (EARTHING) AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS." E. COORDINATE LAYOUT AND INSTALLATION OF TELECOMMUNICATIONS PATHWAYS AND CABLING WITH TENANT'S TELECOMMUNICATIONS AND LAN EQUIPMENT AND SERVICE SUPPLIERS. F. COORDINATE TELECOMMUNICATIONS OUTLET/CONNECTOR LOCATIONS WITH LOCATION OF POWER RECEPTACLES AS EACH WORK AREA, G. CABLE SUPPORT: NRTL LABELED FOR SUPPORT OF CATEGORY 5E CABLING, DESIGNED TO PREVENT DEGRADATION OF CABLE PERFORMANCE AND PINCH POINTS THAT COULD DAMAGE CABLE. H. CONDUIT AND BOXES: SHALL BE A MINIMUM OF 2" W X 3" H X 2-1/2" DEEP. I. BACKBOARDS SHALL BE 3/4" X 48" X 96" WITH TWO (2) COATS OF GRAY FIRE -RETARDANT PAINT ON ALL SIDES AND EDGES AND SHALL BE MOUNTED VERTICALLY. J. ALL COMMUNICATION CABLING SHALL BE CATEGORY 5E, PLENUM RATED, AND MANUFACTURED BY WEST PENN, OR APPROVED EQUIVALENT. K. ALL COMMUNICATION CABLES ROUTED IN UNFINISHED SPACES ALONG WALLS SHALL BE ROUTED IN EXPOSED CONDUIT. ALL COMMUNICATION CABLING ROUTED IN UNFINISHED SPACES ALONG CEILINGS SHALL BE SUPPORTED WITH CABLE SUPPORTS SUCH AS J -HOOKS A MINIMUM OF 4'-0" ON CENTER. L. ALL COMMUNICATION CONDUITS SHALL BE PROVIDED WITH RADIUS ELBOWS SIZE AS RECOMMENDED BY CABLING MANUFACTURER TO ENSURE THAT CABLING INSULATION IS NOT DAMAGED DURING INSTALLATION. M. ALL COMMUNICATION CABLING INSTALLED IN FINISHED SPACES WITH EXPOSED CEILING STRUCTURE SHALL BE ROUTED IN CONDUIT AND CONCEALED IN NEW WALL CONSTRUCTION. ALL COMMUNICATION CONDUITS ROUTED ALONG CEILING STRUCTURE SHALL BE INSTALLED AT 4" MINIMUM FROM CEILING, SUPPORTED EVERY 6'-0" AND SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS. N. ALL COMMUNICATION CABLING INSTALLED IN FINISHED SPACES WITH LAY -IN CEILINGS SHALL BE INSTALLED IN CONDUIT AND CONCEALED IN NEW WALL CONSTRUCTION AND STUBBED ABOVE ACCESSIBLE CEILING. SUPPORT EVERY 4'-0" MAXIMUM WITH J -HOOKS OR OTHER METHOD TYPICALLY USED AS AN INDUSTRY STANDARD. 0. PROVIDE PLASTIC BUSHING ON EACH END OF CONDUIT RUN. P. SURFACE RACEWAY SHALL ONLY BE PERMITTED TO BE INSTALLED IN FINISHED AREAS IF SPECIFICALLY APPROVED BY ARCHITECT IN ADVANCE OF COMMENCING WORK Q. IDENTIFICATION PRODUCTS SHALL COMPLY WITH TIA/EIA 606-a, AND SHALL MEET UL 969 FOR LABELING MATERIALS, INCLUDING LABEL STOCKS, LAMINATING ADHESIVES, AND INKS USED BY LABEL PRINTERS. R. PROVIDE MACHINE PRINTED ADHESIVE TAPE LABEL ON EACH END OF COMMUNICATION CABLE WITH IDENTIFICATION TAGGING REQUIRED BY TENANT. LABELS SHALL BE PRINTED WITH PRINTING AREA AND TYPE COLOR THAT IS CONTRASTING WITH CABLE JACKET COLOR, BUT STILL COMPLYING WITH TIVEIA-606-A. S. PROVIDE SINGLE -GANG DEEP BACKBOX AT ALL WALL PHONE DEVICE LOCATIONS AND ROUTE 3/4" CONDUIT BACK TO SOURCE. T. PROVIDE TWO -GANG DEEP BACKBOX AT ALL OTHER DATA OUTLET BACKBOXES AND ROUTE 1" MINIMUM CONDUIT TO EACH. U. INSTALLATION OF CABLES SHALL COMPLY WITH TIA-EIA-B.1 AND TIA/EIA-568.B.2. V. PROVIDE COMMUNICATION OUTLETS AS DIRECTED BY TENANT (SUCH AS OUTLETS WITH RJ45 CONFIGURATION) WITH ASSOCIATED FACEPLATES. PROVIDE TERMINATIONS REQUIRED TO COMPLY WITH BICSI ITSIM, CH. 6, "CABLE TERMINATION PRACTICES." W. CONSOLIDATION POINTS FOR CABLING MAY BE USED ONLY FOR MAKING A DIRECT CONNECTION TO TELECOMMUNICATIONS OUTLET/CONNECTORS. X. TERMINATE CONDUCTORS; NO CABLE SHALL CONTAIN UNTERMINATED ELEMENTS. MAKE TERMINATIONS ONLY AT INDICATED OUTLETS, TERMINALS, AND CROSS -CONNECT AND PATCH PANELS. Y. CABLES MAY NOT BE SPLICED. SECURE AND SUPPORT CABLES AT INTERVALS NOT EXCEEDING 30" AND NOT MORE THAN 6" FROM CABINETS, BOXES, FITTINGS, OUTLETS, RACKS, FRAMES, AND TERMINALS. Z. AFTER COMPLETION OF ALL COMMUNICATION CABLING, CONTRACTOR SHALL CONDUCT ALL TESTING REQUIRED AND SHALL RECORD RESULTS OF THE TEST AND PROVIDE TO TENANT FOR FUTURE REFERENCE. ANY DEFICIENCIES FOUND SHALL BE RECORDED AND ANY CORRECTIVE MEASURES COMPLETED SHALL ALSO BE NOTED ON THE REPORT. AA. CONTRACTOR SHALL PROVIDE ALL OUTLETS WITH CONFIGURATIONS AS SELECTED BY TENANT. ALL OUTLETS SHALL BE PROVIDED WITH MATCHING FACEPLATES AND PROPER ICON IDENTIFICATION TABS FOR FACEPLATES. SECTION 283111 FIRE ALARM SYSTEM A. FURNISH AND INSTALL DEVICES FOR A COMPLETE FIRE ALARM SYSTEM. INCLUDE SUFFICIENT WIRING, CONDUITS, TERMINATIONS, ELECTRICAL BOXES AND ALL OTHER NECESSARY MATERIAL. EQUALS ARE NOT ACCEPTABLE. THE EXISTING SYSTEM ALARM OPERATION SHALL BE MAINTAINED. B. PROVIDE A COMPLETE, SUPERVISED, POWER -LIMITED, SUPERVISORY ALARM SYSTEM. MANUFACTURER BY ONE OF THE FOLLOWING:,SIMPLEX, EST, NOTIFIER, FCI. C. THE FIRE ALARM SYSTEM SHALL BE AN ELECTRONICALLY SUPERVISED SYSTEM, WHICH SHALL MONITOR THE INTEGRITY OF CIRCUIT CONDUCTORS AND POWER SUPPLIES. D. THE DEVICES SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA). E. EQUIPMENT: ALL DEVICES, COMBINATIONS OF DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LISTED FOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BE INSTALLED IN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. F. ADDRESSABLE DOUBLE ACTION PULL STATION. G. ADDRESSABLE PHOTO -ELECTRIC SMOKE DETECTOR - CEILING MOUNTED H. MINI HORN/STROBE UNIT SHALL BE A.D.A. COMPLIANT. I. RED TEMPORAL HORN. J. ALL STROBES SHALL BE SYNCHRONIZED AND SHALL BE A.D.A. COMPLIANT. K. SINGLE INPUT SIGNAL MODULE. L. DUCT HOUSING WITH ADDRESSABLE PHOTO -ELECTRIC SMOKE DETECTOR, STANDARD BASE, DUCT TEST STATION, AND AIR SAMPLING TUBE, LENGTH AS REQUIRED FOR ASSOCIATED DUCT. M. PROVIDE AND INSTALL PER MANUFACTURER'S SPECIFICATIONS. N. ALL JUNCTION BOXES SHALL BE 4" SQUARE X 2-1/2" DEEP. BACKBOXES AND COVERS SHALL BE PAINTED RED. O. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE AN UP-TO-DATE RECORD SET OF APPROVED SHOP DRAWINGS. P. RECORD DRAWINGS SHALL INCLUDE LOCATION OF END -OF -LINE DEVICE LOCATIONS. Q. UPON COMPLETION OF THE WORK AND FINAL ACCEPTANCE BY THE LOCAL AUTHORITY, THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS TO THE OWNER. R. CONTRACTOR SHALL OBTAIN A STATE CERTIFICATION OF FIRE ALARM SYSTEMS PRIOR TO START OF INSTALLATION. S. UPON COMPLETION OF THE PROJECT, THE OWNER SHALL BE FURNISHED BY THE CONTRACTOR DRAWINGS INDICATING THE ACTUAL INSTALLATION OF THE FIRE ALARM SYSTEM EXTENSION AS CONSTRUCTED SHOWING WIRING FILL, WIRE TAG NUMBERS, JUNCTION BOXES AND CONNECTION OF DEVICES. T. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT AND WIRING TO BE FREE OF MECHANICAL AND ELECTRICAL DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. U. SUBMITTALS SHALL INCLUDE A BOUND BROCHURE WITH DATA SHEETS FOR ALL EQUIPMENT SPECIFIED AND INSTALLED, THE INSTALLATION DRAWINGS SHALL INDICATE CONDUIT, WIRING CONNECTIONS, CONDUCTOR TYPES AND SIZES, BATTERY CALCULATIONS, VOLTAGE DROP CALCULATIONS, AND EXISTING/NEW EQUIPMENT AND DEVICE LOCATIONS. V. A CERTIFIED REPRESENTATIVE OF THE SYSTEM MANUFACTURER SHALL PROVIDE TECHNICAL INSTALLATION SUPPORT FOR START UP, PROGRAM EDITING, TROUBLESHOOTING OF THE FIRE ALARM SYSTEM CONTROL PANEL, AND ASSISTANCE TO THE INSTALLER FOR ONE COMPLETE FINAL SYSTEM CHECKOUT IN ACCORDANCE WITH THE FIELD QUALITY CONTROL SECTION OF THESE SPECIFICATIONS. W. THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE WITH NFPA-72H, AND LOCAL FIRE DEPARTMENT REQUIREMENTS, BY THE INSTALLER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE LOCAL FIRE MARSHALL. UPON COMPLETION OF A SUCCESSFUL TEST, THE INSTALLER SHALL SO CERTIFY IN WRITING, TO THE OWNER AND GENERAL CONTRACTOR. � t alit qui r� \I� V susl,5..k Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. DateIssue 02-15-16 PERMIT • TENANT REVIEW Drawn By: TAK Project No.: 15119 n� V am W (� Z g! W 0 C� Zo�N co C��aF= { a Z N 0_M J w>� J .J v w > Z m U J U Z F- a Z a a FJ..NF- Q � Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ES100 ELECTRICAL SPECIFICATIONS OKEYED NOTE SCHEDULE 1. POWER FOR AUTOMATIC DOOR (5FLA, 120, 10). E.C. SHALL VERIFY AND PROVIDE WIRING AND CONNECT AS REQUIRED. VERIFY EXACT LOCATION OF JUNCTION BOX WITH MANUFACTURERS SPECIFICATIONS. 2. PROVIDE (2) INTERMATIC E1200 SERIES ELECTRONIC WALL TIMERS AT CASHWRAP FOR CONTROL OF SOLENOID VALVES FOR BATHMASTER SYSTEM. CONNECT AS REQUIRED. 3. MOUNT SWITCHES AT 44" A.F.F. TO BOTTOM OF SWITCHBANK. LABEL SWITCHES. SWITCHES ARE AS INDICATED ON THE LIGHTING CONTROL DIAGRAM ON SHEET E4.0. 4. MOUNT TIME CLOCK AND CONTACTORS ON BACKBOARD NEXT TO PANELS. 5. LOCATION OF REMOTE TEST STATION INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. SEE TEST STATION/DUCT DETECTOR WIRING DIAGRAM FOR ADDITIONAL INFORMATION. 6. FREEZER. (8.6FLA, 120/208V, 10, 3W) PROVIDE NEMA L14 -20P, 125/25OV-10 RECEPTACLE. WIRING SHALL BE 3#10, 1#10(G), 3/4"C. LOCATE RECEPTACLES PER MANUFACTURERS CUTSHEETS. 7. TELEPHONE BOARD: (1) PROVIDE 4'x8' FIRE RETARDANT PAINTED TELEPHONE BOARD MOUNTED VERTICALLY. (1) QUADRAPLEX RECEPTACLE AT 36" A.F.F. FOR EQUIPMENT. (1) PROVIDE RJ131X JACK AND POWER FOR BURGLAR ALARM TO PLUG IN WITHIN 2'-0" OF BURGLAR ALARM IF REQUIRED. 8. SOLENOID VALVES FOR CONTROL OF BATHMASTER SYSTEM. (120, 10) CONNECT TO TIMER AT CASHWRAP AS REQUIRED. 9. PROVIDE ONE (1) 2 -EMT CONDUITS (LENGTH AS REQUIRED BASED UPON CEILING HEIGHT) AT CASH WRAP. PROVIDE INNERDUCT (SIZE AS REQUIRED) INSIDE CONDUIT FOR ROUTING OF DATA CABLES. ROUTE CONDUIT TO UNDERSIDE OF CEILING JOISTS. PROVIDE INSULATED BUSHING ON CONDUIT FOR TELECOM WIRING. SUPPORT CONDUIT AS REQUIRED. COORDINATE TERMINATION AT CASHWRAP WITH GC. 10. NOT USED. 11. RECEPTACLE AND DATA OUTLET FOR PRINTER. COORDINATE EXACT LOCATION WITH G.C. PRINTER SHALL BE CONNECTED BACK TO OFFICE. 12. FIRE ALARM STROBE DEVICES IN SALES AREA SHALL BE MOUNTED AT 96" A.F.F. OR HIGHER AND MOUNTED PER N.F.P.A. STANDARDS. 13. DOOR CHIME. LOCATE AS REQUIRED PER PET SUPPLIES PLUS. TEST STATION EXHAUST FAN DUCT DETECTOR (SSK451) -25 773 (DH100ACDCLP) FIELD INSTALLED '® JUMPER FOR `U2 " J)24� J 7 J)I73" 21" TEMPORAL PATTERN J 1 15 pP 11 L-1 L_I1 11 FIELD INSTALLED 4 3/4"2#12+1#12 GND. 3 -NORMALLY OPEN �-97 L� JUMPER 14 14. PROVIDE RECEPTACLE AT UNIT. MOUNT TO UNIT AS DIRECTED BY MANUFACTURER' SPECIFICATION. ROUTE CONDUIT THRU EQUIPMENT CURB OR PROVIDE SEPARATE ROOT CONDUIT BOOT. COORDINATE WITH M.C. 15, RECEPTACLE FOR STORE FRONT SHOW WINDOW PER N.E.C. #210.62. E.C. SHALL INSTALL WITHIN 18" ABOVE WINDOW. SPACING SHALL BE A MAXIMUM 12'-0" ON CENTER, E.C. SHALL RECESS THESE RECEPTACLES AND CONDUIT IN WALLS. SEE ARCHITECTURAL SHEETS FOR LOCATION DETAILS FOR INSTALLATION. 16. EQUIPMENT SHOWN IS TO BE LOCATED WITHIN OFFICE. DUE TO THE VARIOUS LAYOUTS POSSIBLE OF THE SPACE, E.C. SHALL FIELD VERIFY EXACT LOCATIONS OF ALL EQUIPMENT PRIOR TO ROUGH -IN OF ANY POWER WIRING AND COMMUNICATIONS CABLING. EACH JUNCTION BOX SHALL BE INTERCONNECTED WITH (2) 1" CONDUITS WITH PULL STRING. ROUTE ONE (1) 1" CONDUIT WITH PULL STRING FROM ONE OF THESE JUNCTION BOXES BACK TO TELEPHONE PANEL AND ROUTE ONE (1) 1" CONDUIT FROM ONE OF THESE JUNCTION BOXES TO THE OFFICE. VERIFY CONDUIT SIZES AND TERMINATION POINTS WITH GC PRIOR TO ROUGH -IN. CASH WRAPS AND OFFICE JUNCTION BOXES: TWO (2) CAT 6 CABLES ARE TO BE RUN FROM EACH JUNCTION BOX GOING TO THE OFFICE AND TERMINATED ON A SHIELDED 24 PORT PATCH PANEL TO BE MOUNTED ON THE WALL USING HINGED 11.1 WALL MOUNT ABOVE THE SECOND SHELF NEAR THE SWITCH LOCATION. ONE (1) CAT 6 CABLE IS TO BE RUN FROM EACH JUNCTION BOX GOING TO THE TELEPHONE PANEL AND TERMINATED ON AN 12 PORT PATCH PANEL NEAR THE TELEPHONE PANEL USING A HINGED 1U WALL MOUNT. LOCATIONS IN THE MIDDLE OF THE STORE SHOULD HAVE TWO (2) CAT 6 CONNECTIONS RUN TO THE PATCH PANEL IN THE OFFICE. ALL DROPS SHALL BE LABELED AT THE WALL AND PATCH PANEL. 17. STOREFRONT SIGN: POWER FOR STOREFRONT SIGN (120V, 10). COORDINATE EXACT LOCATION(S) AND CONNECTION(S) WITH SIGN PROVIDER. E.C. SHALL MOUNT J -BOX IN TENANT SPACE AT JOIST LEVEL. J -BOX SHALL BE FLUSH MOUNT AND SHALL NOT INTERFERE WITH PET SUPPLIES GRAPHICS. JUNCTION BOX SHALL BE LOCATED WITHIN 5'-0" OF SIGN POWER JUNCTION BOX. ROUTE POWER WIRING THROUGH LIGHTING CONTACTOR. COORDINATE EXACT POWER REQUIREMENTS & LOCATION WITH G.C. & SIGN INSTALLER PRIOR TO INSTALLATION. 18. EMPLOYEE TIMECLOCK (120V, 10). FIELD VERIFY WITH TENANT EXACT LOCATION PRIOR TO ROUGH -IN. 19. DUCT TYPE SMOKE DETECTOR IN RETURN AIR DUCT OF UNIT BY MC. COORDINATE LOCATION WITH MC. REMOTE TEST SWITCH LOCATED IN OFFICE BY MC. REFER TO TEST STATION/DUCT DETECTOR WIRING DIAGRAM FOR FURTHER INFORMATION. 20. E.C. SHALL PROVIDE WATERPROOF COVERS FOR ALL RECEPTACLES IN BATHING AREA (TYP.). NOTES: 1. DUCT DETECTOR AND TEST STATION IS BASE ON SYSTEM SENSOR. DUCT DETECTOR (MODEL DH100ACDCLP) TEST STATION (MODEL SSK451) 2. WHEN USING THE INTERCONNECT FEATURE, ALL INTERCONNECTED UNITS MUST BE POWERED WITH THE SAME, INDEPENDENT SUPPLY. 3. POLARITY MUST BE MAINTAINED THROUGHOUT THE INTERCONNECT WIRING. CONNECT TERMINAL 12 ON UNIT 1 TO TERMINAL 12 ON UNIT 2 AND SO ON. SIMILARLY, CONNECT TERMINAL 1 ON UNIT 1 TO TERMINAL 1 ON UNIT 2 AND SO ON. 4. UP TO 10 UNITS MAY BE INTERCONNECTED. 02 TEST STATION/DUCT DETECTOR WIRING DIAGRAM N.T.S. 27 (33 35 32 34 39 29 18 24 21. REFER TO LIGHTING FLAN FOR POWER AND CONTROL OF LIGHT/EXHAUST FAN AMBO UNIT. 22. LOCATION OF THERMOSTATS FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR, AND WIRED BY E.C. COORDINATE WITH MC. 23. GFCI RECEPTACLE FOR DRYER. LOCATE ABOVE PET TUB. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING LOCATION. 24. PROVIDE DOORBELL AT LOCATION AS DIRECTED BY TENANT AND CONNECT TO PUSHBUTTON AT STOCKROOM DOOR AS INDICATED ON PLANS. PROVIDE 120V WIRING TO CONTROL TRANSFORMER PROVIDED WITH DOORBELL FROM NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT WITH ADEQUATE CAPACITY. 25. FRESH PET COOLER �(5.8FLA, 120V, 10). PROVIDE NEMA 5-20 RECEPTACLE. WIRING SHALL BE 2#12, 1#12(G), 3/4"C. LOCATE RECEPTACLES PER M)kNUFACTURER CUTSHEETS. 26. TO SOLENOID VALVES FOR BATHMASTER SYSTEM. 27. AUTO DEPOSIT MACHINE (120V, 10). PROVIDE RECEPTACLE, JUNCTION BOX AND ASSOCIATED 3/4" EMPTY CONDUIT WITH NYLON PULLWIRE BACK TO LOCATION DIRECTED BY TENANT. TENANT TO INSTALL CATEGORY 5E CABLING WHEN EQUIPMENT IS INSTALLED. 28. EXHAUST FAN EF -3 FOR GROOMING AREA. PROVIDE 120V, 20A/1 P TOGGLE SWITCH IN GROOMING ROOM FOR CONTROL OF FAN. PROVIDE 120V, 20A/1 P TOGGLE SWITCH FOR DISCONNECTING MEANS AT FAN. 29. POWER AND DATA FOR COUNTERTOP FAX, PRINTER, AND SCANNER. 30. DEHUMIDIFIER. (3.4FLA, 120V, 10). CORD AND PLUG TYPE CONNECTION. PROVIDE NEMA 5-15P TYPE RECEPTACLE. 31. NOT USED. 32. MUZAK CONTROLLER. E.0 SHALL PROVIDE 3/4" STUB UP FROM AMPLIFIER AND VOLUME CONTROL LOCATIONS TO OPEN CEILING SPACE ABOVE. ROOF PENEI_RATION IS REQUIRED FOR COAXIAL CABLE RUN TO SATELLITE DISH. G.C. SHALL DETERMINE IF NEW PENETRATION IS REQUIRED. 33. CIPHER UNIT/CALCUL kTOR RECHARGING STATIONS, 120V. 34. MODEM/ROUTER, 120V. 35. UPS FOR CPU (CPU REQUIRES ISOLATED GROUND). 36. 20A, 120V TOGGLE SNITCH FOR DRYER. PROVIDE WEATHERPROOF COVER. CONNECT 1.0 ASSOCIATED DRYER RECEPTACLE AS REQUIRED. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS. 37. RECEPTACLE FOR DRYER (120V, 10). COORDINATE EXACT LOCATION WITH ARCHITECTURAL ,PLANS. 1) (2 B-34 � 15 m A-27 A-7 A-11 IA :fflA m RT 38. RECEPTACLE FOR BLOW DRYER. (120V/10). MOUNT RECEPTACLE AT 24" AFF. 39. MINI -FRIDGE. (120V,10). 40. NOT USED. 41. NOT USED. 42. PROVIDE SECO #SL-126Q/A STROBE LIGHT FOR CUSTOMER NOTIFICATION. MOUNT AT 72"AFF TO CENTERLINE. PROVIDE ALL WIRING AND CONNECTIONS REQUIRED FOR ACTIVATION OF STROBE LIGHT BY RECEIVER UPON MOTION SENSED WITHIN GROOMING VESTIBULE BY CUSTOMER NOTIFICATION OCCUPANCY SENSOR. 43. MOUNT WIRELESS CUSTOMER NOTIFICATION OCCUPANCY SENSOR AS RECOMMENDED BY MANUFACTURER AND AT LOCATION ON WALL OR FRONT OF CASEWORK AS DIRECTED BY TENANT. 44. AQUARIUM POWER RECEPTACLES. LOCATE PER MARINELAND LAYOUT. UNITS HAVE INTERNAL GFI DEVICE. 45. AQUARIUM LIGHTING RECEPTACLES. LOCATE PER MARINELAND LAYOUT. ROUTE CIRCUIT THROUGH CONTROL PANEL 'CP -1'. PROVIDE GFI CIRCUIT BREAKER IN PANEL. 46. NOT USED. 47. NOT USED. 48. NOT USED. 49. PROVIDE 12 PORT PATCH PANEL ON WALL AT TELEPHONE BOARD. MOUNT TO 1U HINGED WALL MOUNT. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 50. PROVIDE 24 PORT PATCH PANEL ON WALL IN OFFICE. MOUNT TO 1 U HINGED WALL MOUNT. SEE ARCHITECTURAL ELEVATIONS FOR DETAILS. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. GENERAL NOTES 1. PAINT ALL EXPOSED CONDUIT DROPS IN SALES AREA. HORIZONTAL RUNS TO BE P-5 AND VERTICAL RUNS TO BE P-1. 2. COORDINATE ALL RECEPTACLE LOCATIONS & HEIGHTS WITH EQUIPMENT MANUFACTURER CUTSHEETS PRIOR TO ROUGH -IN. 3. COORDINATE ALL NON -EQUIPMENT RELATED RECEPTACLE LOCATIONS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. 3 R SYMBOL LEGEND EF -3 EXHAUST FAN 3/4" 2#12+1#12 GND. TOGGLE -25 773 1,2,3,5,6 " J)24� J 7 J)I73" 21" pP 11 L-1 L_I1 11 UNIT HEATER 3/4"2#12+1#12 GND. TOGGLE �-97 L� 1,2 WH -1 @18 0 .69 TOGGLE B-4 & B-6 1,6,7 5 22 WATER HEATER 3/4-2#12+1#12 GND. 8" 024° B-2 J 16 F_ 7 RTES 1. THE E.C. SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS (VOLTAGE, OVERCURRENT PROTECTION, FUSE SIZES, ETC.) WITH M.C. PRIOR TO PLACING PURCHASE ORDER FOR DISTRIBUTION EQUIPMENT AND ROUGH -IN. THE E.C. SHALL ALSO BE RESPONSIBLE FOR PROVIDING ALL CONNECTIONS, DEVICES, SAFETY SWITCHES, ETC. LISTED ON THIS SCHEDULE UNLESS NOTED ON THIS SCHEDULE AS BEING PROVIDED BY OTHERS. 2. UNIT PROVIDED WITH INTEGRAL STARTER AND/OR DISCONNECT SWITCH. E.C. SHALL BRANCH TO FINAL CONNECTION VIA LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT. 3. ROUTE CONDUIT THRU EQUIPMENT CURB OR PROVIDE SEPARATE ROOT CONDUIT BOOT. COORDINATE WITH M.C. 4. CONNECT TO LOCAL LIGHTING CIRCUIT FOR FAN SERVICE. 5. MULTIPLE ITEMS ARE CONNECTED TO THE SAME CIRCUIT. 6. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR SHAFTS SHALL BE SEALED IN ACCORDANCE WITH WALL TYPE AS SHOWN ON SHEET A1.0. 7. PROVIDE 120V TOGGLE SWITCH FOR DISCONNECTING MEANS. 50 13 8R(DR LORNM36" B J B 36" 18 24 21. REFER TO LIGHTING FLAN FOR POWER AND CONTROL OF LIGHT/EXHAUST FAN AMBO UNIT. 22. LOCATION OF THERMOSTATS FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR, AND WIRED BY E.C. COORDINATE WITH MC. 23. GFCI RECEPTACLE FOR DRYER. LOCATE ABOVE PET TUB. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING LOCATION. 24. PROVIDE DOORBELL AT LOCATION AS DIRECTED BY TENANT AND CONNECT TO PUSHBUTTON AT STOCKROOM DOOR AS INDICATED ON PLANS. PROVIDE 120V WIRING TO CONTROL TRANSFORMER PROVIDED WITH DOORBELL FROM NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT WITH ADEQUATE CAPACITY. 25. FRESH PET COOLER �(5.8FLA, 120V, 10). PROVIDE NEMA 5-20 RECEPTACLE. WIRING SHALL BE 2#12, 1#12(G), 3/4"C. LOCATE RECEPTACLES PER M)kNUFACTURER CUTSHEETS. 26. TO SOLENOID VALVES FOR BATHMASTER SYSTEM. 27. AUTO DEPOSIT MACHINE (120V, 10). PROVIDE RECEPTACLE, JUNCTION BOX AND ASSOCIATED 3/4" EMPTY CONDUIT WITH NYLON PULLWIRE BACK TO LOCATION DIRECTED BY TENANT. TENANT TO INSTALL CATEGORY 5E CABLING WHEN EQUIPMENT IS INSTALLED. 28. EXHAUST FAN EF -3 FOR GROOMING AREA. PROVIDE 120V, 20A/1 P TOGGLE SWITCH IN GROOMING ROOM FOR CONTROL OF FAN. PROVIDE 120V, 20A/1 P TOGGLE SWITCH FOR DISCONNECTING MEANS AT FAN. 29. POWER AND DATA FOR COUNTERTOP FAX, PRINTER, AND SCANNER. 30. DEHUMIDIFIER. (3.4FLA, 120V, 10). CORD AND PLUG TYPE CONNECTION. PROVIDE NEMA 5-15P TYPE RECEPTACLE. 31. NOT USED. 32. MUZAK CONTROLLER. E.0 SHALL PROVIDE 3/4" STUB UP FROM AMPLIFIER AND VOLUME CONTROL LOCATIONS TO OPEN CEILING SPACE ABOVE. ROOF PENEI_RATION IS REQUIRED FOR COAXIAL CABLE RUN TO SATELLITE DISH. G.C. SHALL DETERMINE IF NEW PENETRATION IS REQUIRED. 33. CIPHER UNIT/CALCUL kTOR RECHARGING STATIONS, 120V. 34. MODEM/ROUTER, 120V. 35. UPS FOR CPU (CPU REQUIRES ISOLATED GROUND). 36. 20A, 120V TOGGLE SNITCH FOR DRYER. PROVIDE WEATHERPROOF COVER. CONNECT 1.0 ASSOCIATED DRYER RECEPTACLE AS REQUIRED. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS. 37. RECEPTACLE FOR DRYER (120V, 10). COORDINATE EXACT LOCATION WITH ARCHITECTURAL ,PLANS. 1) (2 B-34 � 15 m A-27 A-7 A-11 IA :fflA m RT 38. RECEPTACLE FOR BLOW DRYER. (120V/10). MOUNT RECEPTACLE AT 24" AFF. 39. MINI -FRIDGE. (120V,10). 40. NOT USED. 41. NOT USED. 42. PROVIDE SECO #SL-126Q/A STROBE LIGHT FOR CUSTOMER NOTIFICATION. MOUNT AT 72"AFF TO CENTERLINE. PROVIDE ALL WIRING AND CONNECTIONS REQUIRED FOR ACTIVATION OF STROBE LIGHT BY RECEIVER UPON MOTION SENSED WITHIN GROOMING VESTIBULE BY CUSTOMER NOTIFICATION OCCUPANCY SENSOR. 43. MOUNT WIRELESS CUSTOMER NOTIFICATION OCCUPANCY SENSOR AS RECOMMENDED BY MANUFACTURER AND AT LOCATION ON WALL OR FRONT OF CASEWORK AS DIRECTED BY TENANT. 44. AQUARIUM POWER RECEPTACLES. LOCATE PER MARINELAND LAYOUT. UNITS HAVE INTERNAL GFI DEVICE. 45. AQUARIUM LIGHTING RECEPTACLES. LOCATE PER MARINELAND LAYOUT. ROUTE CIRCUIT THROUGH CONTROL PANEL 'CP -1'. PROVIDE GFI CIRCUIT BREAKER IN PANEL. 46. NOT USED. 47. NOT USED. 48. NOT USED. 49. PROVIDE 12 PORT PATCH PANEL ON WALL AT TELEPHONE BOARD. MOUNT TO 1U HINGED WALL MOUNT. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 50. PROVIDE 24 PORT PATCH PANEL ON WALL IN OFFICE. MOUNT TO 1 U HINGED WALL MOUNT. SEE ARCHITECTURAL ELEVATIONS FOR DETAILS. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. GENERAL NOTES 1. PAINT ALL EXPOSED CONDUIT DROPS IN SALES AREA. HORIZONTAL RUNS TO BE P-5 AND VERTICAL RUNS TO BE P-1. 2. COORDINATE ALL RECEPTACLE LOCATIONS & HEIGHTS WITH EQUIPMENT MANUFACTURER CUTSHEETS PRIOR TO ROUGH -IN. 3. COORDINATE ALL NON -EQUIPMENT RELATED RECEPTACLE LOCATIONS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. 3 R SYMBOL LEGEND EF -3 EXHAUST FAN 3/4" 2#12+1#12 GND. TOGGLE B-8 1,2,3,5,6 UH -1 UNIT HEATER 3/4"2#12+1#12 GND. TOGGLE B-10 1,2 WH -1 WATER HEATER 3/4" 2#12+1#12 GND. TOGGLE B-4 & B-6 1,6,7 WH -2 WATER HEATER 3/4-2#12+1#12 GND. TOGGLE B-2 1,6,7 RTES 1. THE E.C. SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS (VOLTAGE, OVERCURRENT PROTECTION, FUSE SIZES, ETC.) WITH M.C. PRIOR TO PLACING PURCHASE ORDER FOR DISTRIBUTION EQUIPMENT AND ROUGH -IN. THE E.C. SHALL ALSO BE RESPONSIBLE FOR PROVIDING ALL CONNECTIONS, DEVICES, SAFETY SWITCHES, ETC. LISTED ON THIS SCHEDULE UNLESS NOTED ON THIS SCHEDULE AS BEING PROVIDED BY OTHERS. 2. UNIT PROVIDED WITH INTEGRAL STARTER AND/OR DISCONNECT SWITCH. E.C. SHALL BRANCH TO FINAL CONNECTION VIA LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT. 3. ROUTE CONDUIT THRU EQUIPMENT CURB OR PROVIDE SEPARATE ROOT CONDUIT BOOT. COORDINATE WITH M.C. 4. CONNECT TO LOCAL LIGHTING CIRCUIT FOR FAN SERVICE. 5. MULTIPLE ITEMS ARE CONNECTED TO THE SAME CIRCUIT. 6. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR SHAFTS SHALL BE SEALED IN ACCORDANCE WITH WALL TYPE AS SHOWN ON SHEET A1.0. 7. PROVIDE 120V TOGGLE SWITCH FOR DISCONNECTING MEANS. 4 DLJ 14 B-40 12 SEE FOR WIRING NOF LMECCHANICAL EQUIPMENT. B-40 WP/G 5) i6 B-1 20", B-15 WP/G RTU -2' -- A-27 SD� M RTU -4 I i SEE FS1.0 FOR INFORMATION REGARDING FIRE ALARM SYSTEM WIRING AND DETAILS A-22 A-20 A-1 A-8 A-6 A-4 A-2 4 4'-0" 4'-0" 4'-1" 4 -2" 4'-4" 4'-3" 8'-7" 4'-4" 0 15 144" -_,_ {1 7- � 7`J1" 7 � Ir��.__ 1Gg.__-__ 7�]".__ LiFA�r E1.0 24" 24" 43 B 11 q�B A-29 A-29 A-29dbL EF 0 B-3 oS TU -k 1BB-17 0 UH -1 UH -1 RTU -3 WH -2 TELECOM 45 45 45 45 45 BACKBOARD 7 49 03 A-24 A-24 A-24 A-26 A-26 ENLARGED OFFICE POWER PLAN 01 POWER PLAN 41 48" C N EXISTING TELECOM DEMARK WP PUSHBUTTON WITH CONDUIT TO OFFICE. - NEW FEED THRU ELECTRICAL METER O - NEW 400A FUSED SERVICE DISCONNECT - PANEL A - PANEL B - PANEL C Z �4 5 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date TIsue 02-15-I6 PERMIT •TENANT REVIEW • • • • • • • Drawn By: TWK Project No.: 1517q 40 po V a CCW F_ nlu W 0 WE z CMQco q- a 0 0U. � UU J a in W > Z m UJU Z ~ Z a a a � N FF -- Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ElmO POWER PLAN LIGHT FIXTURE SCHEDULE MARK SYMBOL MANUFACTURER CATALOG NO. MOUNTING LAMPS FIXTURE WATTS VOLTAGE DESCRIPTION RTES P1 D LITHONIA TZ-2-32-MVOLT-GEB 101S-ZACVH AIRCARFT CABLE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP STRIP LIGHT 1 P1 E ® LITHONIA TZ-2-32-MVOLT-GEB1 OIS-ZACVH-EL65 AIRCARFT CABLE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP STRIP LIGHT WITH EMERGENCY 1 NOTES: 1. FIXTURE TO BE PROVIDED WITH BALLAST P2 O LITHONIA TZ-1-32-MVOLT-GEB101S-ZACVH AIRCRAFT CABLE (2)F32T8/835 55 277 8' TANDEM 1 -LAMP STRIP LIGHT 1 P2E © LITHONIA TZ-1-32-MVOLT-GEB101S-ZACVH-EL65 AIRCRAFT CABLE (2)F32T8/835 55 277 8' TANDEM 1 -LAMP STRIP LIGHT WITH EMERGENCY 1 BALLAST P3 o LITHONIA Z-2-32-MVOLT-GEB 101S-ZACVH AIRCRAFT CABLE (2)F32T8/835 55 277 4' 2 -LAMP STRIP LIGHT 1 P4 LITHONIA TDMW-2-32-MVOLT-GEB 101S -BCD AIRCRAFT CABLE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP WET LOCATION STRIP 1 P4E © LITHONIA TDMW-2-32-MVOLT-GEB 101S -BCD AIRCRAFT CABLE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP WET LOCATION STRIP 1 P5 LITHONIA TZ-1-32-MVOLT-GE8101S-ZACVH AIRCRAFT CABLE (1)F32T8/835 28 277 4' 1 -LAMP STRIP LIGHT 1 S1 LITHONIA TZ-2-32-MVOLT-GEB101S SURFACE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP STRIP LIGHT 1 S1 E D LITHONIA TZ-2-32-MVOLT-GE8101S-EL SURFACE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP STRIP LIGHT WITH EMERGENCY 1 BALLAST S2 o LITHONIA CB-2-32-MVOLT-GEB 101S SURFACE (2)F32T8/835 55 277 4' 2 -LAMP WRAP AROUND 1 S2E © LITHONIA CB-2-32-MVOLT-GEB101S-EL SURFACE (2)F32T8/835 55 277 4' 2 -LAMP WRAP AROUND WITH EMERGENCY BALLAST 1 S3 �] LITHONIA XWL-2-32-MV SURFACE (2)F32T8/835 55 277 4' WET LOCATION POLYCARBONATE LENS 1 S3E p LITHONIA SURFACE (2)F32T8/835 55 277 4' WET LOCATION POLYCARBONATE LENS WITH EMERGENCY XWL-2-32-MV-EL BALLAST 1 S4 o LITHONIA Z-2-32-MVOLT-GEB101S SURFACE (2)F32T8/835 55 277 ' 4TANDEM 2 -LAMP STRIP LIGHT 1 S5 v LITHONIA TDMW-2-32-MVOLT-GEB101S SURFACE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP WET LOCATION STRIP 1 S5E LITHONIA TDMW-2-32-MVOLT-GEB 101S SURFACE (4)F32T8/835 109 277 8' TANDEM 2 -LAMP WET LOCATION STRIP 1 GENERAL NOTES: 1. ALL DEVICES, EQUIPMENT, FIXTURES, ETC. MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL/ELECTRICAL BONDS OF THE METALLIC RACEWAY SYSTEM SHALL ALSO BE MAINTAINED. 2. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED A LIMIT OF 3%. 3. CIRCUITS MAY BE COMBINED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. 4. ALL CONDUITS SHALL CONTAIN A GROUND WIRE SIZED PER NEC TABLE #250-122. WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY (ACCORDING TO CIRCULAR MIL AREA) FROM THE SIZE REQUIRED BY NEC TABLE #250-122. 5. EXPOSED CONDUITS, WHERE PERMITTED, SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO BUILDING STRUCTURAL MEMBERS. OKEYED NOTE SCHEDULE 1. PROVIDE A WALL BOX MOTION SENSOR AT 44" A.F.F. FOR CONTROL OF LIGHTING/EXHAUST FAN. TYPICALLY WATT STOPPER #DW -100-24 DUAL TECHNOLOGY OR APPROVED EQUAL. 2. ALL EMERGENCY LIGHTING UNITS AND INTERIOR FLUORESCENT LIGHT FIXTURES (LOCATED .OUTSIDE OF SALES AREA) PROVIDED WITH EMERGENCY BATTERY BALLASTS FOR EMERGENCY EGRESS LIGHTING SHALL BE FED FROM THE LIGHTING CIRCUIT WITHIN ROOM AND CONNECTED AHEAD OF ALL LOCAL CONTROLS. 3. EMERGENCY NIGHT LIGHT EXIT CIRCUIT SALES AREA) FIXTURE TO BE SERVED BY UNSWITCHED CIRCUIT TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER N.E.C. 700-12(A) AND LIFE SAFETY CODE. WIRE TO BE #10 AWG THROUGHOUT. (TYP). 4. MOUNT SWITCHES AT 44" A.F.F. TO BOTTOM OF SWITCHBANK. LABEL SWITCHES. SWITCHES ARE AS INDICATED ON THE LIGHTING CONTROL DIAGRAM ON SHEET E3.0. LIGHT FIXTURE SCHEDULE (CONT) RH LITHONIA 8" ABOVEDOOR TWO (2) INTEGRAL 5.4W, 12 ELA-T-6CS-WP-M12 6V REMOTE HEADS EM 1 LITHONIA LHQM-S-W-R WALL 7 -0 " AFF TWO (2) INTEGRAL LED 4 HEADS XS1 LITHONIA LQM-S-W-R-120/277-ELN PER PLAN PROVIDED WITH UNIT 2 NOTES: 1. FIXTURE TO BE PROVIDED WITH INTEGRAL DISCONNECT. GENERAL LIGHT FIXTURE NOTES: A. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. B. ALL FLUORESCENT BALLASTS ARE TO BE ENERGY SAVING ELECTRONIC WITH LESS THAN 10% THD (TOTAL HARMONIC DISTORTION) TO MATCH LAMPS IN FIXTURE. C. ALL EXIT SIGNS TO HAVE RED LETTERS WITH 6" x 3/4" LETTERS AND 90 MINUTES OF BATTERY BACKUP. D. ALL PRISMATIC ACRYLIC LENSES ARE TO BE 0.125" THICK MINIMUM. E. CONFIRM ALL FIXTURE VOLTAGES WITH CIRCUITING ON PLAN. PROVIDE UNIVERSAL BALLASTS IF AVAILABLE AND WIRED FOR 120V OPERATION FROM FACTORY IF NOT INDICATED OTHERWISE ON THE LIGHTING FIXTURE SCHEDULE/OR LIGHTING FLOOR PLANS. F. MANUFACTURER TO VERIFY FIXTURE CATALOG NUMBER WITH THE DESCRIPTION OF THE FIXTURE AND CIRCUITING ON THE PLANS. G. 'EM' INDICATES THAT FIXTURES ARE TO BE PROVIDED WITH EMERGENCY BATTERY BALLAST. BALLAST SHALL BE BODINE B-50 (1400 LUMEN OUTPUT) AND CONTROL (2) LAMPS PER FIXTURE WIRED IN PARALLEL. H. 'NL' INDICATES THAT FIXTURE IS CONNECTED TO AN UNSWITCHED CIRCUIT FOR NIGHT -LIGHT ILLUMINATION. I. REFER TO ARCHITECTURAL SET FOR RESPONSIBILITY SCHEDULE FOR LIGHTING. J. REFER TO MANJFACTURER'S RECOMMENDATIONS FOR PROPER INSTALLATION OF SUSPENDED OR SURFACE MOUNTED FLUORESCENT FIXTURES. FIXTURE TAG TYPE rFIXTURE TYPE CII CUITx—SWITCH `w -CIRCUIT IN PANEL (UNLESS NOTED OTHERWISE) 'NL' INDICATES FIXTURE TO BE WIRED IL -AS NITE LIGHT. 6 TWIN REMOTE HEADS. PROVIDE BATTERY UNIT AT DECK 277 2 HEAD EMERGENCY BATTERY LIGHTING UNIT 277 LED EXIT SIGN K. REFER TO ARCHITECTURAL DETAILS REGARDING CEILING CONSTRUCTION (AS APPLICABLE) FOR SPECIFIC DIRECTIVES ASSOCIATED WITH INSTALLATION/SUPPORT OF NEW LIGHTING FIXTURES IDENTIFIED THEREIN. L. PROVIDE SUPPORT WIRES FROM STRUCTURE FROM A MINIMUM OF TWO (2) OPPOSING CORNERS OF EACH SUSPENDED FIXTURE OR STRIP FLUORESCENT FIXTURES BEING SUPPORTED BY THE STRUCTURE AND BEING ALIGNED WITH T -GRID WITH MANUFACTURER -PROVIDED SURFACE MOUNT HANGER. M. FIELD VERIFY CEILING TYPES AND DETERMINE PROPER MOUNTING HARDWARE PRIOR TO ORDERING FIXTURES. N. ALL EXIT SIGNS, NIGHTLIGHTS, AND EMERGENCY EGRESS LIGHTING FIXTURES SHALL BE WIRED AHEAD OF LOCAL SWITCHES TO REMAIN ENERGIZED. 0. LIGHT FIXTURES WITH T8 LAMPS SHALL BE PROVIDED WITH PROGRAMMED RAPID START BALLASTS. P. PROVIDE LOCAL DISCONNECTING MEANS FOR INDOOR FLUORESCENT LUMINAIRES WHICH CONTAIN BALLASTS, USE DOUBLE -ENDED LAMPS, AND BE SERVICED IN PLACE PER 2011 NEC 410.130 (G). Q. REFER TO SHEET A2.0 FOR ADDITIONAL CEILING INFORMATION. R. LIGHTS IN THE GROOMING, BATHING, HOLDING, PUBLIC PET WASH AREAS AND THE AQUARIUMS ARE TO BE ROUTED THROUGH THE LIGHTING CONTACTOR. SEE SHEET E3.0 FOR DETAILS. THESE LIGHTS ARE TO REMAIN ON DURING BUSINESS HOURS. COORDINATE ALL PROGRAMMING WITH PET SUPPLIES PLUS 01 LIGHTING PLAN 1/8'-1'-0• /RH O -34 p,.�;.t;nuuuw,r qca �.; Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW • • • • • • • Drawn By: TINK Project No.: 151"19 z V O W Z J� W 0 � c Zo�� a�N a. cm 0_� co ' D —� W>u.. J amU w > Z m Z~ Z Q a a N Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223 -3 210 www.herschmanarchitects.com E2.0 LIGHTING PLAN 'ANEL: at MAIN: 400A MAIN CIRCUIT BREAKER I VOLTAGE: 120/208 PHASE: 1 3 WIRE: 4 BUS AMPS: 400 AIC: 22,000 I MOUNTING: I SURFACE LOCATION: ELECTRICAL ROOM RECEPTACLE MOTOR FEED THRU LUGS: NO ISOLATED GROUND BUS: NO CKT NOTIJ BKR I LOAD DESCRIPTION KVA AO BO Co KVA LOAD DESCRIPTION I BKR I NOTE CKT 1 C 20/1 SOLENOID VALVE 0.4 2.0 - 1.2 1.6 AQUARIUM POWER 20/1 2 1.3 LTG. 3 18.1 20/1 PET WASH DRYER 60 - 2.4 LOAD 1.6 AQUARIUM POWER 20/1 NOTES RECEPTACLE: FIRST 10.0 KVA ® 100% + REMAINDER ® 50% MOTOR: PLUS ADDITIONAL 25% OF LARGEST MOTOR. 4 18.1 33.7 125% SEE NOTES 5 MOTOR 20/1 PET WASH DRYER - HVAC 60 2.4 1.6 AQUARIUM POWER 20/1 65% 6 MISC. 7 7.1 20/1 TAG MACHINE kO. 2.0 111.6 +400 SERVICE SIZE: AMPS 1.6 AQUARIUM POWER 20/1 EF -3: EXHAUST FAN 8 20/1 8 9 1.4 20/1 SPARE 20/1 RCPT. GROOMING 0.0 FLOOR 0.0 SPARE 20/1 UH -1: UNIT HEATER 10 10 11 RCPT. AUTO DEPOSIT 20/1 FRESH PET COOLER . GROOMING NOTIFICATION 0.2 0.7 0.0 SPARE 20/1 SPARE 12 20/1 13 20/2 FREEZER 0.9 0.9 SPARE 0.0 0.0 SPARE 20/1 0.0 14 20/1 15 14 13 IG 0.9K_1.*V5 RCPT. CPU 20/1 RCPT. PUBLIC PET WASH 0.0 SPARE 20/1 16 SPARE 17 20/2 FREEZER 0.90.7 17 20/1 20/1 RCPT, BLOW DRYER AQUARIUM POWER 20/1 18 0.0 SPARE 191 20/1 1 0.90.7 19 20/1 AQUARIUM POWER 20/1 1.2 20 1.2 0.0 21 SALES 20/1 AUTOMATIC DOORS 1.00.5 18 21 19 AQUARIUM POWER 20/1 0.0 22 0.0 23 SPARE 20/1 SPARE 0.0 22 20 0.7 AQUARIUM LIGHTING 20/1 GFI 24 RCPT. FAX MACHINE 1.0 25 0.0 20/1 SPARE 0.0 f 0.5 24 _0.7j 0.5 AQUARIUM LIGHTING 20/1 GFI 26 1.2 1.2 27 0.2 20/1 RCPT. SALES GENERAL 0.4 20/1 0.9 26 0.5 AQUARIUM LIGHTING 20/1 GFI 28 RCPT. DEHUMIDIFER 0.4 29 0.4 20/1 RCPT. BREAKROOM 0.8 20/1 0.8 0.0 SPARE 20/1 29 r3O 20/1 SPARE 31 27 90/3 RTU -1: ROOFTOP UNIT 8.1 10.0 20/1 1.9 RTU -3: ROOFTOP UNIT 25/3 SALES 32 L 20/11 33 0.6 0.6 29 8.1 0.0 10.0 0.0 1.9 32 1.4 34 33 PERIMETER 35 RCPT. RESTROOMS 0.4 8.1 31 0.4 10.0 1.9 20/1 1.5 34- 36 1.1 35 37 20/1 90/3 RTU -2: ROOFTOP UNIT 8.1 10.0 0.5 0.0 1.9 RTU -4: ROOFTOP UNIT 25/3 38 1.5 39 CORR./STOCK 20/1 RCPT ANIMAL FREEZER 8.1 f 0.4 10.0 35 1.9 SPARE RCPT. CASH WRAP PRINTER 20/1 40 38 0.6 41 39 20/1 8.1 0.0 36 10.0 1.9 0.8 RCPT. ROOFTOP UNITS 42 0.0 40 43 41 SPARE 6.4 6.4 0.0 38 0.0 0.0 0.0 ISPARE L 44 FACP 0.2 45 0.2 200/3 PANEL B 4.1%393 20/1 0.0 UNUSABLE SPACE LILLaRLCPT. 46 PHONEBOARD 47 HANDLE LOCK TOTAL KVA PER PHASE: 6.4 2.70.0 2.7 20/1 42 GFI r48 49 8.80.0 AFI ARC FAULT INTERRUPTING 50 TOTAL KVA: 13.2 51 200/3 PANEL C 9.50.0 IG ISOLATED GROUND GFI GROUND FAULT INTERRUPTING UNUSABLE SPACE 52 53 H HACR RATED 8.50.0 36.6 AFI ARC FAULT INTERRUPTING TOTAL KVA: 26.8 54 NOTES: IG ISOLATED GROUND L HANDLE LOCK TOTAL KVA PER PHASE: HACR RATED TOTAL AMPS: 74.4 GFI GROUND FAULT INTERRUPTING AFI ARC FAULT INTERRUPTING TOTAL KVA: 118.9 IG H ISOLATED GROUND HACR RATED TOTAL AMPS: 330.0 SERVICE SUMMARY PANEL LIGHTING RECEPTACLE MOTOR HVAC KITCHEN. MISC. A 1.7 16.8 - 60 - 1.4 B - 8.7 - - - 4.5 C 16.4 8.2 - - - 1.2 WH -2: WATER HEATER 20/1 2 1.3 LTG. TOTAL 18.1 33.7 - 60 - 7.1 LOAD CONNECTED LOAD DEMAND FACTOR DEMAND LOAD NOTES RECEPTACLE: FIRST 10.0 KVA ® 100% + REMAINDER ® 50% MOTOR: PLUS ADDITIONAL 25% OF LARGEST MOTOR. LIGHTING RECEPTACLE 18.1 33.7 125% SEE NOTES 22.6 21.9 MOTOR - SEE NOTES - HVAC 60 100% 60 KITCHEN - 65% - MISC. 7.1 100% 7.1 DEMAND LOAD: AMPS TOTAL 118.9 RCPT. GROOMING 111.6 +400 SERVICE SIZE: AMPS 1ANEL: B MAIN: MAIN LUGS ONLY VOLTAGE: 120/208 PHASEr 311 WIRE: 4 1 BUS AMPS: f 200 AIC: 22,000 I MOUNTING: SURFACE LOCATION: ELECTRICAL ROOM I ELECTRICAL ROOM FEED THRU LUGS: NO J ISOLATED GROUND BUS: NO FT NOTE BKR LOAD DESCRIPTION KVA AO B0, CO KVA A0 LOAD DESCRIPTION BKR NOTE CKT 1 LOAD DESCRIPTION 20/1 RCPT. GROOMING 0.4 1.9 1 IG 1.5 WH -2: WATER HEATER 20/1 2 1.3 LTG. 3 NITE/EMERGENCY 20/1 RCPT. GROOMING 0.4 0.8 3 0.4 WH -1: WATER HEATER 15/1 4 0.9 5 SALES 20/1 RCPT. GROOMING 0.4 4 0.4 WH -1: WATER HEATER 15/1 0.4 6 7 LTG. 20/1 RCPT. GROOMING 0.4 1.10.7 6 _2.8j EF -3: EXHAUST FAN 15/1 20/1 8 0.4 1.4 9 20/1 RCPT. GROOMING 0.4 FLOOR 1QO. 0.7 UH -1: UNIT HEATER 15/1 9 10 20/1 RCPT. AUTO DEPOSIT 11 20/1 GROOMING NOTIFICATION 0.2 LTG. SALES FLOOR 0.0 SPARE 10 20/1 12 20/1 13 0.4 20/1 SPARE 0.0 OA LTG. SALES 0.0 SPARE 20/1 14 13 IG 15 RCPT. CPU 20/1 RCPT. PUBLIC PET WASH 0.2 0.2 0.0 SPARE 20/1 16 15 17 20/1 20/1 RCPT, BLOW DRYER 1.2 1.2 0.0 SPARE FLOOR 20/1 18 19 20/1 RCPT. BLOW DRYER 1.2 1.2 1.2 0.0 SPARE SALES 20/1 20/1 20 18 21 19 20/1 SPARE 0.0 1.02.0 0.0 0.0 SPARE LTG. 20/1 FLOOR 22 20 23 20/1 SPARE 0.0 RCPT. FAX MACHINE 1.0 0.0 0.0 SPARE 0.8 20/1 SALES 24 20/1 25 20/1 RCPT, PET TUB DRYER 1.2 1.2 RCPT. TIME CLOCK 0.2 0.0 SPARE 1.1 20/1 LTG. 26 FLOOR 20/1 27 24 20/1 RCPT. DEHUMIDIFER 0.4 0.4 RCPT. OFFICE 0.0 SPARE 20/1 0.8 28 SALES FLOOR 29 20/1 SPARE 0.0 27 0.0 0.0 SPARE 20/1 30 LTG. SALES 31 L 20/11 RESTROOM FAN/LIGHT UNITS 0.6 0.6 29 0.0 SPARE 0.0 20/1 32 1.4 LTG. 33 PERIMETER 20/1 RCPT. RESTROOMS 0.4 0.8 31 0.4 RCPT. DISPLAY WINDOW 20/1 1.5 34- 1.1 35 OFFICE/GROOMING/WASH 20/1 RCPT. WATER COOLER 0.5 11 0.5 0.0 SPARE RCPT. CASH WRAP 20/1 36 1.5 37 CORR./STOCK 20/1 RCPT ANIMAL FREEZER 0.4 f 0.4 35 0.0 SPARE RCPT. CASH WRAP PRINTER 20/1 38 0.6 0.0 39 20/1 SPARE 0.0 36 0.8 0.8 RCPT. ROOFTOP UNITS 20/1 0.0 40 41 SPARE 20/1 SPARE 0.0 38 0.0 0.0 ISPARE L J0/�42 FACP 0.2 0.2 NOTES: SPARE 20/1 40 LILLaRLCPT. PHONEBOARD L HANDLE LOCK TOTAL KVA PER PHASE: 6.4 4.1 2.7 20/1 42 GFI GROUND FAULT INTERRUPTING AFI ARC FAULT INTERRUPTING PHASE: TOTAL KVA: 13.2 1 8.5 IG ISOLATED GROUND GFI GROUND FAULT INTERRUPTING H HACR RATED TOTAL AMPS: 36.6 AFI ARC FAULT INTERRUPTING TOTAL KVA: 26.8 7/16" HIGH LETTERS (TYP) EQUIPMENT DESIGNATION � SYSTEM VOLTAGE T FED FROM PANEL 'IX' 4" #n SEE ONE -LINE DIAGRAM FOR GROUND SIZE CV NOTES 1. PROVIDE LAMOCOID NAMEPLATE ENGRAVED WITH WHITE LETTERS. 2. NAMEPLATE SHALL BE THE FOLLOWING COLORS: BLACK - NORMAL POWER ON 208/120 VOLT SYSTEM 3. SECURE NAMEPLATE TO EQUIPMENT WITH TWO SHEET METAL SCREWS. 4. PROVIDE A NAMEPLATE FOR EVERY MAJOR ELECTRICAL DEVICE OR ELECTRICAL CONTROLS SUCH AS: SWITCHBOARDS, DISTRIBUTION PANELS, PANELBOARDS, LIGHTING CONTROL PANELS, STARTERS, DISCONNECT SWITCHES, ETC. (AS APPLICABLE). 5. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER DESCRIPTION. 6. EQUIPMENT DESIGNATION SHOULD INDICATE NAME OF PANELBOARD OR TYPE OF EQUIPMENT BE SERVED (I.E. "PANEL LPA", "PUMP CWP -1"). 7. SYSTEM VOLTAGE SHALL INDICATE VOLTAGE AND PHASE SUCH AS: 208/120V,30, 208V,10, ETC. 8. THE THIRD LINE OF TEXT SHALL INDICATE UPSTREAM POWER SOURCE IDENTIFIED BY ITS NAME, SUCH AS "TRANSFORMER T1 PANEL "LPA", ETC. 2 NAMEPLATE DETAIL N.ir.S. SERVICE DISCONNECT PANEL MDP NEUTRAL BUS Pic! BOND TO ENCLOSURE NEUTRAL BUS �- BOND TO ENCLOSURE 000 BUILDING STEEL # #6 TERMINAL ON PHONE BOARD n -r„, EQUIPMENT GROUND GROUND BUS ' I I I I I GROUND BUS CONNECT TO (1) CONCRETE -ENCASED EXOTHERMICALLY #6 6 #n ELECTRODE (MINIMUM 20' OF 1/2" STEEL WELDED CONNECTION, OR #4 CU.). MAKE CONNECTION BEFORE ERICO "CADWELD" CONCRETE POUR, COORDINATE W/ G.C. (TYPICAL) 1�2CONNECT TO METALLIC COLD WATER SERVICE PIPE AHEAD OF METER. PROVIDE PROVIDE 8'-0" SPACING MIN. BONDING JUMPER AROUND METER. BETWEEN GROUND RODS. 3 1 SERVICE GROUND DFTAIL N.T.S. 'ANEL: r� v MAIN: MAIN LUGS ONLY VOLTAGE: 120/208 PHASES 1 371 WIRE: I 4 [BUS AMPS: 200]1 AIC: 22,000 I MOUNTING: I SURFACE I l LOCATION: I ELECTRICAL ROOM FEED THRU LUGS: NO ISOLATED GROUND BUS: YES CKT NOTE I BKRJ LOAD DESCRIPTION KVA A0 BO CO KVA I LOAD DESCRIPTION D NOTE CKT BKR 1 IG 20/1 RCPT. CASH WRAP 0.4 1.7 1.3 LTG. SALES NITE/EMERGENCY 20/1 L 2 3 IG 20/1 RCPT. CASH WRAP 0.4 1.3 0.9 LTG. SALES FLOOR 20/1 4 5 IG 20/1 RCPT. CASH WRAP 0.4 LTG. SALES FLOOR 20/1 6 7 IG 20/1 RCPT. CASH WRAP 0.4 1.4 LTG. SALES FLOOR 20/1 8 9 20/1 RCPT. AUTO DEPOSIT 0.4 LTG. SALES FLOOR 20/1 10 11 20/1 RCPT. CIPHER UNIT 0.4 ffO. LTG. SALES FLOOR 20/1 12 13 IG 20/1 RCPT. CPU 0.4 1.2LTG. SALES FLOOR14 15 20/1 RCPT. MUSIC CONTROLLER 0.4 LTG. SALES FLOOR 20/1 16 17 20/1 RCPT. ROUTER 0.4 1.2 0.8 LTG. SALES FLOOR 20/1 18 19 20/1 RCPT. MINI REFRIGERATOR 1.02.0 1.0 LTG. SALES FLOOR 20/1 20 21 20/1 RCPT. FAX MACHINE 1.0 1.8 0.8 LTG. SALES FLOOR 20/1 22 23 20/1 RCPT. TIME CLOCK 0.2 1.1 0.9 LTG. SALES FLOOR 20/1 24 25 20/1 RCPT. OFFICE 0.2 f 1,0 0.8 LTG. SALES FLOOR 20/1 26 27 20/1 RCPT. OFFICE 0.2 1.7 1.5 LTG. SALES PERIMETER 20/1 28 29 20/1 SPARE 0.0 1.4 1.4 LTG. SALES PERIMETER 20/1 30 31 IG 20/1 RCPT. CASH WRAP 0.4 1.5 1.1 LTG, OFFICE/GROOMING/WASH 20/1 L 32 11 33 IG 20/1 RCPT. CASH WRAP 0.4 1.9 1.5 LTG. CORR./STOCK 20/1 L 34 35 20/1 RCPT. CASH WRAP PRINTER 0.6 0.6 0.0 SPARE 20/1 36 37 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 38 39 L 15/1 FACP 0.2 0.2 0.0 SPARE 20/1 40 LILLaRLCPT. PHONEBOARD 0.4 1.6 1.2 SIGNAGE 20/1 42 NOTES: L HANDLE LOCK TOTAL KVA PER PHASE: 8.8 1 9.5 1 8.5 GFI GROUND FAULT INTERRUPTING AFI ARC FAULT INTERRUPTING TOTAL KVA: 26.8 IG ISOLATED GROUND H HACR RATED TOTAL AMPS: 74.4 �_E�EDER SCHEDULE EX. EXISTING 1200A SECONDARY CONDUCTORS TO BE REWORKED AS REQUIRED TO PROVIDE A MINIMUM OF 3-1/2"C, 4#500 TO THE NEW FEED THRU UTILITY TRANSFORMER. 1. 3-1/2"C, 4#500+1#3 GND. 2. 3"C, 4#4/0+1#6 GND. 3. 3"C, 4#4/0+1#6 GND + 1#6 ISO GND. OKEYED NOTE SCHEDULE 1. CONFIRM EXISTING CONDITIONS PRIOR TO BID. PROVIDE NEW BREAKERS AND FEEDERS AS REQUIRED TO MATCH THESE DRAWINGS. UTILITY COMPANY CONTACT: JEA HAROLD GALE (904)665-4191 NEW 400A FEED THRU UTILITY COMPANY METER EXISTING CT CABINET TO BE REWORKED FOR UTILIZATION AS A PULL BOX FOR SECONDARY CONDUCTORS. COORDINATE WITH UTILITY COMPANY. I I EXISTING 750 KVA I UTILITY TRANSFORMER AVAILABLE FAULT CURRENT �' AT UTILITY XFMR: 34,293L EXISTING UNDERGROUND UTILITY - SERVICE SECONDARY. COORDINATE WITH UTILITY COMPANY. ONE LINE DIAGRAM NOTES: 1. COORDINATE ALL WORK WITH POWER COMPANY REQUIREMENTS PRIOR TO BIDDING & INCLUDE THE COST OF ALL ASSOCIATED LABOR, MATERIALS, & CHARGES IN BID. 2. VERIFY THE AVAILABLE FAULT CURRENT WITH THE UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CALCULATIONS WITH SHOP DRAWING SUBMITTAL. 3. PROVIDE FULL LENGTH VERTICAL BUSSING IN ALL SWITCHBOARDS, DISTRIBUTION PANELS & PANELBOARDS. 4. PROVIDE FULL SIZE HORIZONTAL BUSSING IN ALL SWITCHBOARDS. 5. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. 6. ALL INTERIOR WALL -MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE RATED BACKBOARD. 7. ALL FLOOR -MOUNTED EQUIPMENT SHALL BE MOUNTED ON 4" HIGH CONCRETE HOUSEKEEPING PAD. 8. COORDINATE SPACE W/ ALL OTHER TRADES TO MAINTAIN ALL CODE -REQUIRED CLEARANCES. 9. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1 O NEW NEW NEW M PANEL PANEL PANEL NEW A B C 400A FUSED DISCONNECT < /r -PROVIDE ISOLATED SWITCHGROUND BAR EXISTING CABINET EX 1 '' (b-1/0 SERVICE GROUND iF EXISTING 1 ONE -LINE DIAGRAM 120/208V, 400A, 3PH, 4W 0 3 Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEA Drawn By: TINK Project No.: 15179 nZ V am O W u w U V O (OKZ o� M �a: CM �aZN O=� C J 0 w>�` amv Jvw > Z m Z~ Z a Q_Q FJ.. N FJ - Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com E3.0 ELECTRICAL DETAILS L11'" rIC, 4 I f D F'r,€ Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEA Drawn By: TINK Project No.: 15179 nZ V am O W u w U V O (OKZ o� M �a: CM �aZN O=� C J 0 w>�` amv Jvw > Z m Z~ Z a Q_Q FJ.. N FJ - Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com E3.0 ELECTRICAL DETAILS ai GENERAL ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE CAREFULLY THE AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THIS WORK. NO ADDITIONAL PAYMENTS WILL BE APPROVED REGARDING ADDITIONAL WORK REQUIRED BECAUSE OF EXISTING CONDITIONS. SUBMITTAL OF A BID WILL ACKNOWLEDGE THE ACCEPTANCE OF THIS RESPONSIBILITY. 2. WHERE STRUCTURAL OPENINGS ARE NOT AVAILABLE, THE CONTRACTOR SHALL CORE DRILL OR CUT AND CHASE WALLS AND FLOORS AS REQUIRED TO PERMIT PASSAGE OF CONDUITS AND RACEWAYS. AT COMPLETION OF INSTALLATIONS, CONTRACTOR SHALL FILL IN AND WATERPROOF OR FIREPROOF, TO RATING OF STRUCTURE PENETRATED. FILL ALL OPENINGS WITH MATERIALS AS DIRECTED BY THE ARCHITECT AND FINISH TO MATCH SURROUNDING AREAS. ALL OPENINGS REQUIRED SHALL BE APPROVED BY THE ARCHITECT PRIOR TO DEMOLITION OR CORE DRILLING. 3. PROVIDE AN ACCURATE, TYPED PANELBOARD SCHEDULE AND INSTALL IT ON THE INSIDE COVER OF EACH PANEL. 4. AFTER DEMOLITION IS COMPLETE, ANY RECESSED ABANDONED ELECTRICAL BACKBOX MAY BE REUSED FOR NEW DEVICE INSTALLATION AS APPLICATION PERMITS. PROVIDE A NEW COVERPLATE THAT MATCHES THE SIZE OF THE BACKBOX AND THE CONFIGURATION OF THE DEVICES) INSTALLED THEREIN. EXISTING DEVICES, WIRING, OR COVERPLATES WILL NOT BE PERMITTED TO BE REUSED. 5. AFTER CONSTRUCTION IS COMPLETE, PROVIDE A NEW BLANK COVERPLATE OVER ALL UNUSED BACKBOXES ABANDONED IN PLACE. 6. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR SHAFTS SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATIONS. 7. ROUTING OF ALL SURFACE MOUNTED/EXPOSED CONDUIT IN UNFINISHED AREAS (OR WHERE NOTED ON THE DRAWINGS) SHALL BE COORDINATED WITH, AND SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 8. FIELD VERIFY EXACT LOCATION OF EQUIPMENT WITH ASSOCIATED EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. EXACT ELECTRICAL REQUIREMENTS SHALL BE VERIFIED IN THE FIELD WITH THE EQUIPMENT'S NAMEPLATE DATA. E.C. SHALL MAKE APPROPRIATE ADJUSTMENTS TO ASSOCIATED BREAKERS/DISCONNECT SWITCHES, BRANCH CIRCUIT WIRING, AND SIZE FUSES PER MANUFACTURER'S RECOMMENDATIONS. 9. ALL WIRING SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE A MINIMUM OF 3/4". 10. CIRCUITS SHALL BE REARRANGED AS REQUIRED TO MAINTAIN THE MOST BALANCED LOADS ON EACH PHASE WITHIN EACH PANEL. E.C. SHALL PROVIDE A TYPED PANELBOARD SCHEDULE AND INSTALL IT ON INSIDE COVER OF EACH PANEL. 11. ANY DEVICES THAT ARE TO BE INSTALLED BACK-TO-BACK IN A COMMON WALL SHALL BE SEPARATED BY 8" MINIMUM TO MINIMIZE SOUND TRANSFER. 12. DRAWINGS ARE DIAGRAMATIC AND INDICATE GENERAL ARRANGEMENT ONLY. COORDINATE INSTALLATION WITH OTHER TRADES TO VERIFY THE ACTUAL SPACE CONDITIONS, HEADROOM, ETC. THAT IS TO BE MAINTAINED. NO ADDITIONAL PAYMENT WILL BE APPROVED FOR FAILURE TO COMPLY. 13. BRANCH CIRCUITS SERVING ISOLATED GROUND RECEPTACLES SHALL INCLUDE AN ADDITIONAL ISOLATED GROUNDING CONDUCTOR FROM THE RECEPTACLE AND WILL TERMINATE ON THE ISOLATED/INSULATED GROUND BAR IN PANEL SERVING THEM. 14. COORDINATE ALL LOCATIONS OF FLOOR BOXES, RECEPTACLES, AND OTHER DEVICE BACKBOXES WITH CASEWORK AND FURNITURE LAYOUTS. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND FIELD VERIFY EXACT LOCATIONS AND CONDUIT ROUTING METHODS WITH ARCHITECT PRIOR TO ROUGH -IN. 15. WIRE SIZE OF BRANCH CIRCUITS SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE DROP BASED UPON ACTUAL CONDUIT ROUTING. E.C. SHALL MAINTAIN VOLTAGE DROP AS RECOMMENDED BY NEC (NOT TO EXCEED 3%). MINIMUM CIRCUIT SIZE SHALL BE 2#12, 1#12G. 16. E.C. SHALL PROVIDE 3/4" MINIMUM EMPTY CONDUIT WITH PULLWIRE FOR CONTROL WIRING BETWEEN HVAC EQUIPMENT AND REMOTE LOCATED CONTROL PANELS. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 17. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH A SEPARATE NEUTRAL CONDUCTOR. NEUTRALS SHALL NOT BE SHARED PER 2011 NEC 210.4 (B). 18. ALL AREAS THAT HAVE TOGGLE -TYPE LIGHT SWITCHES AND RECEPTACLES MOUNTED BESIDE DOOR OPENINGS AT 46" TO CENTERLINE MAY BE FURNISHED WITH A COMMON BACKBOX AND A COMMON FACEPLATE. 19. E.C. SHALL COORDINATE WITH THE FOLLOWING PRIOR TO ROUGH -IN: PET SUPPLIES PLUS EQUIPMENT VENDORS AND LIGHTING FIXTURE NATIONAL ACCOUNT REPRESENTATIVE, MECHANICAL/PLUMBING CONTRACTOR AND MECHANICAL/PLUMBING DRAWINGS. E.C. SHALL PROVIDE ALL EQUIPMENT, DEVICES, WIRING AND CONDUITS AS SHOWN OR IMPLIED ON THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 20. E.C. SHALL CONNECT CORD AND PLUG COMPONENTS SHIPPED LOOSE WITH ANY EQUIPMENT FURNISHED BY OTHER TRADES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 21. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO FULLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BID. NO ADDITIONAL CONSIDERATIONS WILL BE ALLOWED AFTER THE BID. 22. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SWITCH, FUSE, CONDUCTOR, CIRCUIT BREAKER SIZES, KAIC RATINGS, ETC., FOR CODE COMPLIANCE. NOTIFY ENGINEER OF ANY AND ALL DISCREPANCIES PRIOR TO BID. 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL INDICATED EQUIPMENT TO CODE COMPLIANT CLEARANCES. PROVIDE SUBMITTALS AS INDICATED IN SPECIFICATIONS TO PROPERLY COORDINATE PHYSICAL LOCATIONS OF NEW AND/OR EXISTING EQUIPMENT. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND COMPLETE CONTRACTUAL OBLIGATIONS. NOTE: INSTALL ALL OUTLETS WITH BOTTOM 6" ABOVE TOP OF EQUIPMENT SERVED. PROVIDE JBOX AT STRUCTURE AND HARDWIRE SO CORD. 3/8" SUPPORT HOOK, FASTEN TO STRUCTURE, BUS DROP CABLE SAFETY SPRING (HUBBEL OR WOODHEAD). TYPE "SO" CORD, #12/4 WITH GROUND. CORD SHALL BE WHITE. LENGTH AS DIRECTED. PROVIDE SEPARATE NEUTRAL FOR EACH CIRCUIT. (ELLEMS OR WOODHEAD STANDARD DUTY CABLE SUPPORT GRIP. >TRAIN RELIEF CORD CONNECTOR HUBBELL OR T&B). i" HIGH BY 4-1/2" WIDE BY i-1/8" DEEP RUBBER OUTLEt BOX DANIEL WOODHEAD #3000 OR :QUAL), COMPLETE WITH TWO (2) IEMA 5-20R RECEPTACLES (FRONT SND BACK) WIRED AS INDICATED ON PLANS. 4 1 QUAD CORD DROP DETAIL N.T.S. PROVIDE CEILING RECEPTACLE. 3/8" SUPPORT HOOK, FASTEN TO STRUCTURE. MALE CONNECTOR WITH STRAIN RELIEF. BUS DROP CABLE SAFETY SPRING (HUBBEL OR WOODHEAD). (ELLEMS OR WOODHEAD STANDARD DUTY CABLE SUPPORT .3RIP. TYPE "SO" CORD, #12/2 WITH GROUND. CORD SHALL BE WHITE. LENGTH AS DIRECTED. STRAIN RELIEF CORD CONNECTOR (HUBBELL OR T&B). 4" HIGH BY 2-1/2" WIDE BY 3-1/8" DEEP RUBBER OUTLER BOX (DANIEL WOODHEAD #3000 OR EQUAL), COMPLETE WITH ONE (1) NEMA 5-20R RECEPTACLE OR AS DIRECTED BY OWNER. NOTE: INSTALL ALL OUTLETS WITH BOTTOM 6" ABOVE TOP OF EQUIPMENT SERVED. 3 1 DUPLEX CORD DROP DETAIL ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MTG. HGT. (U.N.O.) $ LIGHT SWITCH 48" 0/0/0 SINGLE / DUPLEX / DOUBLE DUPLEX RECEPTACLE 18" (V'/ (VI RECEPTACLE WITH GROUND FAULT PROTECTION 18" (VI (VI WEATHER RESISTANT RECEPTACLE WITH WEATHERPROOF IN -USE COVER 18" 07/ 0"R/ WEATHER RESISTANT RECEPTACLE 18" JQ JUNCTION BOX OFFICE, BELOW COUNTER TQ THERMOSTAT LOCATION, PROVIDE BOX WITH 1/2" CONDUIT TO CEILING SPACE 60" V TELEPHONE JACK, PROVIDE BOX WITH 1/2" CONDUIT TO CEILING SPACE. PROVIDE (1) CAT 6 CABLE TO 12 PORT PATCH PANEL AT TELEPHONE BOARD. 18" 0 DATA JACK, PROVIDE BOX WITH 3/4" CONDUIT TO CEILING SPACE. PROVIDE (2) CAT 6 CABLE TO 24 PORT PATCH PANEL IN OFFICE. 18" OFFICE, BELOW COUNTER BISCUIT DATA JACK IN JOIST SPACE. PROVIDE (2) CAT 6 CABLE TO 24 PORT PATCH PANEL IN OFFICE. CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. NONE NONE Q BUTTON 48" © BELL/BUZZER UPS (BATTERY BACKUP) UPS PANELBOARD OFFICE, BELOW COUNTER N MOTOR D NON-FUSED DISCONNECT' SEE POWER PLANS EO PULL STATION Q CD STROBE (CD = CANDELA RATING) SEE POWER PLANS H�co HORN/STROBE (CD = CANDELA RATING) SD DUCT SMOKE DETECTOR NONE ®D SMOKE DETECTOR CIPHER LAB RTS REMOTE TEST SWITCH SEE POWER PLANS FRCP FIRE ALARM CONTROL PA VEL CIPHER LAB N.T.S. 2 HOUR TIMED OVERRIDE SWITCH (VERIFY LOCATION) (CLOSES C1, C2 AND C3) -- IH 120V, CKT. C-23 T1 NOTE: A. TIMECLOCK SHALL BE TORK DIGITAL SERIES MODEL EW101 OR APPROVED EQUAL. B. CONTACTORS SHALL BE ELECTRICALLY HELD SQUARE D MODEL 8903 WITH POLE QUANTITIES AS INDICATED. INSTALL IN NEMA 1 ENCLOSURE. C-4 SALES LIGHTING C-8 SALES LIGHTING C-12 SALES LIGHTING C-16 s&ES LIGHTING C-20 SALES LIGHTING C-24 SALES LIGHTING C-28 SALES PERIMETER UGHTNG C-30 SALES PERIMETER LIGHTNG U-6 SALES LIGHTING C-10 SALES LIGHTING C-14 SALES LIGHTING C-18 SALES LIGHTING C-22 SALES LIGHTING C-26SALES LIGHTING C-30 OFFICE/GROOMING/WA C-32 STOCK RM./CORRIDOR SPARE SPARE A-24 AQUARIUM LIGHTING A-26 AQUARIUM LIGHTING A-28 AQUARIUM LIGHTING SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE C-42 4STORE FRONT SIGN (FRONT) SPARE SPARE SPARE SPARE SPARE SPARE 2 J LIGHTING CONTROL DIAGRAM N.T.S. EQUIPMENT DESCRIPTION MANUFACTURER QTY. EQUIPMENT LOCATION POWER WIRING COMMUNICATIONS WIRING PRINTER, COUNTERTOP BROTHER 1 OFFICE, BELOW COUNTER SEE POWER PLANS NONE FAX, COUNTERTOP BROTHER 1 OFFICE, BELOW COUNTER SEE POWER PLANS CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. NONE NONE SCANNER, COUNTERTOP HP 1 OFFICE, BELOW COUNTER SEE POWER PLANS DIGITAL AMPLIFIER PASO -MUZAK 1 OFFICE, BELOW COUNTER SEE POWER PLANS MUSIC CONTROLLER MUZAK 1 OFFICE, BELOW COUNTER SEE POWER PLANS CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. NONE NONE CPU (REQUIRES I.G.) DELL 1 OFFICE, BELOW COUNTER SEE POWER PLANS UPS (BATTERY BACKUP) UPS 1 OFFICE, BELOW COUNTER SEE POWER PLANS MODEM 1 OFFICE, BELOW COUNTER SEE POWER PLANS CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. CALCULATOR 1 OFFICE, BELOW COUNTER SEE POWER PLANS NONE PHONE 1 VARIOUS NONE CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. BASE (RECHARGING STATION) HAND HELD UNIT CIPHER LAB 2 OFFICE, BELOW COUNTER SEE POWER PLANS CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. NONE CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. BASE (RECHARGING STATION) HAND HELD UNIT CIPHER LAB 2 OFFICE, BELOW COUNTER SEE POWER PLANS AUTO DEPOSIT UNIT BRINKS 1 OFFICE, BELOW COUNTER SEE POWER PLANS PRINTER -AUTO DEPOSIT UNIT BRINKS 1 OFFICE, BELOW COUNTER SEE POWER PLANS NONE ROUTER NET GEAR 1 OFFICE, BELOW COUNTER SEE POWER PLANS CATEGORY 5E. REFER TO SPECIFICATIONS SECTION 17050. CATEGORY 5E STUBBED INTO WALL TO ALLOW CONNECTION FROM BEHIND, TIMECLOCK COVERS CONNECTION LOCATION. REFER TO SPECIFICATIONS SECTION 17050. EMPLOYEE TIMECLOCK 1 OFFICE, WALL MOUNTED SEE POWER PLANS CASH WRAP (REQUIRES I.G. & GENERAL PURPOSE CIRCUIT) LOZIER 1AT SALES COUNTERS SEE POWER PLANS CATEGORY 5E FOR PHONE AND DATA OUTLET(S). REFER TO SPECIFICATIONS SECTION 17050. CONVENIENCE RECEPTACLES 1 VARIOUS LOCATIONS, ABOVE GROMMETTED COUNTERS. SEE POWER PLANS NONE PRINTER, COUNTERTOP BROTHER 1 CASHWRAP SEE POWER PLANS NONE I InTES- 1. ALL TOGGLE SWITCHES ARE TO BE FLUSH MOUNTED AT 48" A.F.F. TO CENTERLINE OF BOX AND BE PROVIDED WITH A THERMOSPLASTIC COVER PLATE TO MATCH DEVICE UNLESS OTHERWISE SPECIFIED. COLOR OF DEVICE TO BE SELECTED BY ARCHITECT. COMPLY WITH CURRENT ADA REQUIREMENTS. 2. ALL RECEPTACLES, TELEPHONE, ETC. ARE TO BE FLUSH MOUNTED AT 18" A.F.F. TO CENTERLINE AND BE PROVIDED WITH A THERMOPLASTIC COVER PLATE TO MATCH THE DEVICE UNLESS OTHERWISE SPECIFIED. COLOR OF THE DEVICE TO BE SELECTED BY ARCHITECT. ALL BACK TO BACK DEVICES TO BE OFFSET HORIZONTALLY 6" MINIMUM. COMPLY WITH CURRENT ADA REQUIREMENTS. 3. THE EXACT LOCATION AND MOUNTING HEIGHT OF ALL SWITCHES, OUTLETS, ETC. ARE TO BE CONFIRMED WITH ARCHITECTURAL ELEVATIONS AND OWNER PRIOR TO ROUGH -IN. IF LOCATIONS AND MOUNTING HEIGHT ARE NOT SHOWN, REQUEST LOCATIONS PRIOR TO ROUGH -IN. CONFIRM EQUIPMENT OUTLET LOCATIONS WITH EQUIPMENT REQUIREMENTS. COMPLY WITH ADA REQUIREMENTS. 4. SWITCHES AND DEVICES SHALL BE SPECIFICATION GRADE AND SHALL BE MANUFACTURED BY HUBBELL, LEVITON, OR P & S. 5. NO ITEMS ARE TO BE SCALED OFF THE ELECTRICAL DRAWINGS. ALL DIMENSIONS SHOWN MUST BE VERIFIED PRIOR TO ROUGH -IN. REFER TO ARCHITECTURAL DRAWINGS FOR CRITICAL ROUGH -IN DIMENSIONS. Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW Drawn By: TYVK Project No.: 151'79 40 no V am cc �w (�Z au D WE CIO _ co {tea~N 0co OG C0 ' -J 0 w > w W V V w > Z m V � V Z ~ Z Q Q _ Q FJ NF- T_ Q O Q I IFA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ELECTRICAL DETAILS �t., S;`--1117 f4i 11lIlV4, flr 2SQ� 11 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW Drawn By: TYVK Project No.: 151'79 40 no V am cc �w (�Z au D WE CIO _ co {tea~N 0co OG C0 ' -J 0 w > w W V V w > Z m V � V Z ~ Z Q Q _ Q FJ NF- T_ Q O Q I IFA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ELECTRICAL DETAILS FIRE ALARM SYMBOL LEGEND FACP FIRE ALARM CONTROL PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL 0 FIRE ALARM MANUAL PULL STATION MOUNTED AT 48" AFF TO CENTERLINE OF DEVICE FIRE ALARM SMOKE DETECTOR D FIRE ALARM DUCT SMOKE DETECTOR WITH A MINIMUM OF TWO (2) FORM C DRY CONTACTS, SAMPLING TUBE, AND REMOTE TEST/ALARM/RESET STATION WITH RED PILOT LIGHT TO ILLUMINATE WHEN UNIT IS SHUT -DOWN DUE TO ALARM STATUS OF ASSOCIATED DUCT SMOKE DETECTOR. MOUNT TEST STATION 12" BELOW FINISHED CEILING AT A LOCATION THAT WILL BE MONITORED BY PERSONNEL DURING HOURS OF OPERATION. PROVIDE LAMACOID NAMEPLATE INDICATING ASSOCIATED HVAC UNIT BEING MONITORED. R FIRE ALARM MONITOR MODULE © FIRE ALARM CONTROL MODULE FIRE ALARM STROBE ONLY INDICATING DEVICE MOUNTED AT 82" AFF TO LJ CENTER OF DEVICE (80" TO BOTTOM) PER ADA REQUIREMENTS. COORDINATE ROUGH -IN LOCATIONS WITH ARCHITECTURAL FLOOR PLANS AND INTERIOR ELEVATIONS. DEVICE WILL BE WHITE WITH RED LETTERING. 'V' INDICATES VISUAL ONLY DEVICE. FIRE ALARM TAMPER SWITCH FURNISHED AND INSTALLED BY FIRE OTS PROTECTION CONTRACTOR AND MONITORED BY FIRE ALARM SYSTEM, O FIRE ALARM FLOW SWITCH FURNISHED AND INSTALLED BY FIRE FS PROTECTION CONTRACTOR AND MONITORED BY FIRE ALARM SYSTEM. OKEYED NOTE SCHEDULE 1. FIRE ALARM CONTROL PANEL - PROVIDE PROGRAMMABLE CONTROL SWITCHES (FIVE MAXIMUM) FOR THE FOLLOWING: (CITY TIE BYPASS, DOOR HOLD OPEN BYPASS, MANUAL EVACUATION, SMOKE CONTROL SYSTEM OPERATION, CUSTOM CONTROLS, ETC....). 2. FOR CITY TIE-IN. PROVIDE TWO (2) DEDICATED PHONE LINES TO MAIN TELEPHONE TERMINAL BOARD. PROVIDE REMOTE DIGITAL COMMUNICATOR, FURNISH TIE-IN FOR SECURITY SYSTEM SECONDARY OFFSITE MONITORING AS REQUIRED BY OWNER. COORDINATE WITH LANDLORD. 3. LCD FIRE ALARM REMOTE ANNUNCIATOR PANEL WITH A MINIMUM OF FIVE (5) PROGRAMMABLE CONTROL SWITCHES TO DUPLICATE CONTROL FUNCTIONS IN THE FACP. PROVIDE REQUIRED WIRING TO ANNUNCIATOR PANEL. FINAL LOCATION AND QUANTITY OF ANNUNCIATOR PANELS SHALL BE AS REQUIRED BY LOCAL FIRE DEPARTMENT. 4. TO ADDITIONAL DEVICES. 5. PROVIDE WIRING FOR POWER CIRCUIT. 6. PROVIDE WIRING FOR COMMUNICATION CIRCUIT. 7. PROVIDE REQUIRED WIRING TO DEVICES INDICATED. 8. PROVIDE WIRING & ONE (1) N.C. CONTACT TO EACH SECURITY DOOR LOCK POWER SUPPLY LOCATION FOR UNLOCKING OF SECURITY DOORS DURING A FIRE ALARM CONDITION. COORDINATE WITH SECURITY SYSTEM SUPPLIER. 9. PROVIDE ADDRESSABLE MONITOR OR CONTROL MODULES, ONE PER FUNCTION. 10. COORDINATE ANY TAMPER AND FLOW SWITCHES. WITH FIRE PROTECTION CONTRACTOR PRIOR TO COMMENCING WORK TO ENSURE EXACT QUANTITIES AND LOCATION OF DEVICES.QUANT1TIES SHOWN ON FIRE ALARM RISER BELOW WILL VARY BASED ON FIRE PROTECTION CONTRACTOR'S DESIGN. 11. DUCT SMOKE DETECTOR MOUNTED BY M.C. WITH PROBE PENETRATING DUCT AS REQUIRED BY ASSOCIATED INTERNATIONAL BUILDING CODE TO SHUTDOWN HVAC UNIT UPON ACTIVATION OF DETECTOR. DETECTOR SHALL ACTIVATE BUILDING FIRE ALARMS. 12. EC SHALL PROVIDE POWER TO DEVICE AND WIRING TO ALARM CONTACT (1 OF 2 FORM C CONTACTS IN DEVICE). M.C. PROVIDES WIRING FROM CONTACT (2 OF 2 FORM C CONTACTS IN DEVICE) TO STARTERS/VFD'S (HARD -WIRED) OR THRU BAS SYSTEM (FOR MULTIPLE HVAC EQUIPMENT ASSOCIATED WITH DUCT AS DETERMINED BY M.C.). UPON ACTIVATION OF DEVICE, ASSOCIATED MECHANICAL AIR HANDLING UNIT WITH DUCT SMOKE DETECTOR SHALL BE SHUTDOWN. 13. PROVIDE REQUIRED WIRING TO REMOTE DUCT SMOKE DETECTOR TEST STATION. i FIRE ALARM RISER NOTES A. SEE SHEET DRAWINGS FOR FACP LOCATION. B. THIS RISER DIAGRAM REPRESENTS A TYPICAL ADDRESSABLE FIRE ALARM SYSTEM AND IS NOT INTENDED FOR INSTALLATION. THE SUPPLIER SHALL PROVIDE INSTALLATION DRAWINGS AND WIRING DIAGRAMS. EXACT SYSTEM REQUIREMENTS SHALL BE COORDINATED WITH THE SYSTEM SUPPLIER. C. FURNISH AND INSTALL ALL DUCT SMOKE DETECTORS AS REQUIRED FOR LOCAL SHUT DOWN OF CORRESPONDING MECHANICAL EQUIPMENT. D. LOCATE REMOTE TEST SWITCHES IN OFFICE PROVIDE A LAMACOID NAMEPLATE NEXT TO SWITCH INDICATING HVAC UNIT BEING MONITORED. E. ALL FIRE ALARM CONDUCTORS SHALL BE INSTALLED IN CONDUIT SIZED PER NEC. NO SMALLER THAN 3/4 " CONDUIT WILL BE PERMITTED. F. ALL JUNCTION BOXES ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE PAINTED RED. G. PROVIDE ALL TIE-INS REQUIRED FOR MONITORING OF TAMPER AND FLOW SWITCHES. COORDINATE EXACT LOCATIONS AND QUANTITIES WITH THE FIRE PROTECTION CONTRACTOR PRIOR TO ROUGH -IN (IF REQUIRED). H. REFER TO FIRE ALARM SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REFER TO DRAWINGS FOR DEVICE QUANTITY AND LOCATIONS. I. COORDINATE CITY TIE-IN REQUIREMENTS WITH LOCAL OFFICIALS. J. SYSTEM SUPPLIER SHALL SUPERVISE INSTALLATION, PROGRAM AND TEST SYSTEM, AND INSTRUCT OWNER ON SYSTEM OPERATION. SYSTEM SHALL BE TESTED IN THE PRESENCE OF LOCAL FIRE DEPARTMENT PERSONNEL. K. E.C. SHALL PROVIDE A COMPLETE FIRE ALARM SUBMITTAL PACKAGE TO LOCAL OFFICIALS FOR APPROVAL PRIOR TO COMMENCING WORK. SUBMITTAL SHALL INCLUDE FLOOR PLANS, WIRING DIAGRAMS, BATTERY CALCULATIONS, ETC. L. PROVIDE LOCK -ON CLIP FOR BREAKER SERVING FIRE ALARM CONTROL PANEL. M. HORN/STROBES AND STROBE -ONLY DEVICES SHALL BE INSTALLED PER NFPA 72. N. ALL VISUAL DEVICES SHALL BE SYNCHRONIZED PER FLOOR. U *ALL FIRE ALARM WIRING SHALL BE IN 3/4"C MINIMUM TYPICAL 1 FIRE ALARM SYSTEM RISER N.T.S. Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I(0 PERMIT TENANT REVIEW • Drawn By; RCK Project No.; 15174 m W F— Z W 0 v� Z0) cr) a. C4 CL Z N UJ W > Q m V W Z m U J V Z ~ Z a _aa FJ- N FF- 0 Q 11FA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com FS1m0 FIRE ALARM DETAILS \O\ U1 "i "y f Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I(0 PERMIT TENANT REVIEW • Drawn By; RCK Project No.; 15174 m W F— Z W 0 v� Z0) cr) a. C4 CL Z N UJ W > Q m V W Z m U J V Z ~ Z a _aa FJ- N FF- 0 Q 11FA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com FS1m0 FIRE ALARM DETAILS 13 IT RACK ELEVATION OPTION WALL MOUNT RACK ENCLOSURE CABINET WILL HOLD: MODEM, ROUTER, POWER SURGE,CIPHER LAB AND CPU. G.C. TO PROVIDED THE NECESSARY BLOCK FOR I.T. RACK. SCALE: 1/4" = 1'-0" P-1 4'-0" —------- —---------- —'—------------- ---------------- ---- I o I II 10'-0" TUB F.R.P. OVER MOISTURE 51-91 RESISTANT GYPSUM BOARD HOLDING CAGE VB -1 08 HOLDING ELEVATION CEILING 10'-0" -- F.R.P. OVER MOISTURE RESISTANT GYPSUM BOARD FINISH FLOOR 0'-0" SCALE: 1/4" = V-0" WOOD CAP & TRIM, STAIN S-1 1' tL 2'-5" G.C. TO FIELD DRILL 2"0 HOLE FOR POWER & COMMUNICATION, LAMINATE L-1 I I INSTALL BLACK PLASTIC COUNTERTOP GROMMET WITH 1 1/2" EDGE FRONT & BACK LAMINATE L-1 ON ADJUSTABLE SHELVING SHELF PIN HOLES @ 2" O.C.- LAMINATE .C.LAMINATE 2'-0" OVER EXPOSED , TO VIEW - CARCASS L-1 CONSTRUCTION VINYL C BASE VB_1 EXTEND FLOOR 2" FINISH UNDER CABINET 15 1 SECTION CEILING 1 0 N SCALE: 3/4"' = V-0" 12 I ISOLATION ELEVATION MOP SINK SCALE: 1/4" = 1'-0" VENTILATED SHELVING MOUNTED ABOVE EACH TUB. PROVIDE FINISH TRIM LEE/ROWAN AAAX-TRACK FOR ALL WALL SYSTEM OR EQUAL. PROVIDE PENETRATIONS. CONCEALED WOOD BLOCKING IN WALL FOR ATTACHMENT QB -1 c? 07 BATHING ELEVATION B.O. DECK OIL 1T-6" AFF CEILING 591/ 3'-41/2 10'-0" TUB F.R.P. OVER MOISTURE 51-91 RESISTANT GYPSUM BOARD LAMINATE COUNTERTOP FORCED AIR DRYER. 08/A7.0 .....J THERMOSTATIC MIXING VALVE P-1 1 W/ TEMP. CONTROL. HOT AND COLD WATER SUPPLI 1 LINES HOSE BIBB. 1 PROVIDE REMOVABLE GRATE Q FOR ACCESS TO TRENCH DRAII 5' 5'" LO m OUTLET FOR CLEANING 0. TRENCH DRAIN. JL J FINISH FLOOFI* GROMMET IN SIDE PANEL 0'-0" QB -1 c? 07 BATHING ELEVATION B.O. DECK OIL 1T-6" AFF SCALE: 1,4" = V-0" WOOD CAP & TRIM, STAIN S-1 1 3/8" SCREEN DOOI LAMINATE ALL FACES. L WALL FINISH VARIE; REFER TO FINISH SCHEDULE FOR WA FINISH. 14 GROOMING RECEPTION DESK ELEVATION BLUE HAWK SCREW-IN TOOL HOOK MOP SINK CEILING 11 ISOLATION ELEVATION LOO_R � SCALE: 1/4" = 1'-0" B.O. DECK OIL 17-13" AFF WOOD CAP AND TRIM. CED T.O. WALL OIL 4'-0 3/4" 06 GROOMING VESTIBULE ELEVATION SCALE: 1/4" = V-0" B.O. DECK 17-6" AFF WOODI TRIM. 4'-0 3/, FINISH MV .'.'.'.'.'.'.'.'.' .'.'. .'.'.','•'.'.' ,',',',',',',•,',• ........... ............. ........... WOOD CAP AND ..................................... ..................................... ..................................... ..................................... P-3 ................. TRIM. S-1 ;AP AND S -1 ..................................... :.:.:.:.:.:.:.:.:.:.:.........'.'.'.'.','.....;,:.......:.:. LAMINATE COUNTERTOP - - - - 08/A7.0 .....J CED 06/A7.0 '.'.'.'.'.'.'..'..'.'.' . NALL 1 T.O. WALL OIL 1 4'-0 3/4" L-1 5' 5'" G.C. TO PROVIDE 2" DIA. 0. GROMMET IN SIDE PANEL co FLOOR OF RECEPTION DESK 1 1 1 FINISH FLOOR 0'-0" o I I I I ------------� I I I I SCALE: 1,4" = V-0" WOOD CAP & TRIM, STAIN S-1 1 3/8" SCREEN DOOI LAMINATE ALL FACES. L WALL FINISH VARIE; REFER TO FINISH SCHEDULE FOR WA FINISH. 14 GROOMING RECEPTION DESK ELEVATION BLUE HAWK SCREW-IN TOOL HOOK MOP SINK CEILING 11 ISOLATION ELEVATION LOO_R � SCALE: 1/4" = 1'-0" B.O. DECK OIL 17-13" AFF WOOD CAP AND TRIM. CED T.O. WALL OIL 4'-0 3/4" 06 GROOMING VESTIBULE ELEVATION SCALE: 1/4" = V-0" B.O. DECK 17-6" AFF WOODI TRIM. 4'-0 3/, FINISH MV 03 I GROOMING ELEVATION I SCALE: 114" = V-0" 102 I GROOMING ELEVATION I SCALE: 1/4" = 1'-0" LAMINATE L-1 COUNTERTOP G.C. TO PROVIDE 2" DIA. GROMMET IN SIDE PANEL. 6'-6 2'-2 1'-101, F.R.P. OVER MOISTURE RESISTANT GYPSUM BOARD _' DRYER DRYER ' ui m 1 _ 1 1 � 1 13 P-1 i `° I i Zo 0 1 1 00 � I I � DEHUMIDIFIER 10 1 HOLDING ELEVATION r1h B.O. DECK SCALE: 3/4" = V-0" CEILING Ilk 10'-0" - HOLDING CAGE FINISH FLOOR 0'-0" SCALE: 1/4" = V-0" 05GROOMING VESTIBULE ELEVATION SCALE: 1/4" = 1'-0" B.O. DECK 17-6" WOOD TRIM. 4'-0 3/, 09 HOLDING ELEVATION CEILING 10'-0" FINISH FLOOR 0'-0" SCALE: 1/4" = V-0" 041 GROOMING ELEVATION AFF .'.'.'.'.'.'.'.'.' .'.'. .'.'.','•'.'.' ,',',',',',',•,',• ........... ............. ........... ..................................... ..................................... ..................................... ..................................... P-3 ................. P-1 ;AP AND S -1 ..................................... :.:.:.:.:.:.:.:.:.:.:.........'.'.'.'.','.....;,:.......:.:. WOOD CAP AND TRIM. S-1 08/A7.0 .....J 08/A7.0 '.'.'.'.'.'.'..'..'.'.' . NALL .'.'.'.' .. L-1 L-1 T-6"� 5' 5'" 08/A7.0 co FLOOR NALL 03 I GROOMING ELEVATION I SCALE: 114" = V-0" 102 I GROOMING ELEVATION I SCALE: 1/4" = 1'-0" LAMINATE L-1 COUNTERTOP G.C. TO PROVIDE 2" DIA. GROMMET IN SIDE PANEL. 6'-6 2'-2 1'-101, F.R.P. OVER MOISTURE RESISTANT GYPSUM BOARD _' DRYER DRYER ' ui m 1 _ 1 1 � 1 13 P-1 i `° I i Zo 0 1 1 00 � I I � DEHUMIDIFIER 10 1 HOLDING ELEVATION r1h B.O. DECK SCALE: 3/4" = V-0" CEILING Ilk 10'-0" - HOLDING CAGE FINISH FLOOR 0'-0" SCALE: 1/4" = V-0" 05GROOMING VESTIBULE ELEVATION SCALE: 1/4" = 1'-0" B.O. DECK 17-6" WOOD TRIM. 4'-0 3/, 09 HOLDING ELEVATION CEILING 10'-0" FINISH FLOOR 0'-0" SCALE: 1/4" = V-0" 041 GROOMING ELEVATION AFF P-1 ch P-1 'AP AND S-1 T-6"� 5' 5'" 08/A7.0 co NALL o I I I I I I I I VB -1 i II I II C? FLOOR I I I N FINISH GROOMING STATION ---L/PROVIDED BY PET SUPPLIES PLUS. TYPICAL OF 2 01 GROOMING ELEVATION L- GROOMING TABLE PROVIDED BY PET SUPPLIES PLUS. TYPICAL OF 2. B.O. DECK Ilk 1T-6" AFF WOOD CAP AND TRIM. S-1 T.O. WALL OIL 4'-0 3/4" FINISH FLOOR SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" s- 4 4V Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 0:2-15-I6 PERMIT TENANT REVIEW • • Drawn By: GGW Project No.: 151'19 0 n V W I V ^ I Z � W 0 QCM {,ma.~N a O=M an 0 W CO LL J Z m Z < Z a a a cm Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com G.C. TO PROVIDE THE NECESSAR` WALL BLOCKING FOR THE AQUARI FILTRATION SYSTEM PRIOR TO FINISHING WALL CONSTRUCTION. 4 09 1 OFFICE ELEVATION 1 SCALE: 1/4" = 1'-0" B.O. DECK t15'-5" AFF C MOISTURE RESISTANT GYPSUM BOARD AQUARIUM EQUIPMENT SCHLUTER TRIM DRYER 14 SCALE: N.T.S. CT -1 ELEVATION PET WASH TUBS - PROVIDED BY PET PROVIDE IN WALL STORE SERVER ON T.O. WALL � BLOCKING AT SHELF MONITOR ON SECURE TO FLOOR COUNTER AND WALL TOP OF SERVER 24 PORT PATCH SHELVING SERVER IS SMALL PANEL WHERE ALL RETARDANT PLYWOOD FOOTPRINT PC CABLES TERMINATE 6" HIGH TILE OL 0'-0" MOUNTED ON WALL. GAUGE CEILING '1'-5151/2" 10'-0" AEROHIVE SWITCH SOLENOID FOR SOLENOID FOR ON SHELF TUB #1 SHELVING ON MUSIC CONTROLER J -BOX WITH STANDARDS CIPHER LAB WATERPROOF MODEM ® ® CED PROVIDE WALL SOLENOID #1 LAMINATE BLOCKING AT BLENDED WATER COUNTERTOP COUNTERTOP & _ P_1 &BACKSPLASH WALL SHELVING � C'4 '^^ ' COUNTER HT. ADJ. SHELVES —c?rnF�� +2'-10" AFF END PANEL TO ACCEPT ADJACENT _ FAX MINI FRIDGE SHELVING SHELVING VB -1 N LOCKERS FINISH FLOOR OIL END PANELS 2'-6 1/2" I2�_8" 0'-0" 1 CAT 6 GOING 1'-3 1/4" 5 4 1/2" 2 CAT 6 GOING TO PATCH PANEL TO PATCH PANEL 09 1 OFFICE ELEVATION 1 SCALE: 1/4" = 1'-0" B.O. DECK t15'-5" AFF C O4 PUBLIC PET WASH ELEVATION SCALE: 1/4" = V-0" STAIN( S-1 SECURE DRYERS MOISTURE RESISTANT GYPSUM BOARD SCHLUTER TRIM DRYER TOP OF TILE 7'-2" AFF CT -1 PET WASH TUBS - PROVIDED BY PET PLUG IN DRYER #1 SUPPLIES PLUS. G.C. T.O. WALL � TO SET IN PLACE,EL 4'-0 3/4" SECURE TO FLOOR DRYER SWITCH. SLAB AND MAKE ALL REFER TO ELEC. FINAL PLUMBING o FOR DETAILS. CONNECTIONS. RETARDANT PLYWOOD MIXING VALVE FINISH FLOOR 6" HIGH TILE OL 0'-0" BASE GAUGE O4 PUBLIC PET WASH ELEVATION SCALE: 1/4" = V-0" STAIN( S-1 SECURE DRYERS CEILING TO SHELVING FILE CABINET DRYER DRYER #1 #2 RECEPTICAL TO g ND PANELS 1 3/8" SCREEN DOOR, PLUG IN DRYER #1 S-1 / RECEPTICAL TO ATLI FACES. MOUNT ALL PIPING TO PLUG IN DRYER #2 3/4" THICK FIRE FINISH FLOOR WALL FINISH VARIES. RETARDANT PLYWOOD MIXING VALVE FINISH FEDTO FOR TEMPERATURE DUAL CHECK VALVE SCHREFER WALL FINISH. GAUGE BALL VALVE BALL VALVE < SOLENOID FOR SOLENOID FOR TUB #1 TUB #2 J -BOX WITH J -BOX WITH WATERPROOF WATERPROOF COVERFOR COVER FOR SOLENOID #1 SOLENOID #? BLENDED WATER BLENDED WATER OUT TO TUB #1 OUT TO TUR 49 13 BATH MASTER ELEVATION PROVIDE IN WALL BLOCKING AT COUNTER P-1 LAMINATE L-1 COUNTERTOP & BACKSPLASH — .. I��i■�i ° �II I��li ol■ 08 1 OFFICE ELEVATION SCALE: N.T.S. SCALE: 1/4" = V-0" O3 PUBLIC PET WASH ELEVATION 31DE 0 EYE BOLT T.O. WALL 4'-0 3/4" HIGH TILE BASE ( Q INISH FLOOR H OL 0'-0" CEILING 10'-0" FILE CABINET P-1 LOCKABLE CASH DRAWER 05/A8.1 ND PANELS A/i'-10"AFF UNTER HT. OIL / ADJ. SHELVES ® L-1 � FINISH FLOOR 0'-0" 9 1/2" VB -1 SCALE: 1/4" = V-0" O3 PUBLIC PET WASH ELEVATION 31DE 0 EYE BOLT T.O. WALL 4'-0 3/4" HIGH TILE BASE ( Q INISH FLOOR H OL 0'-0" 12 PUBLIC PET WASH ELEVATION - GATE [ACCESSORIES'SCHEDULE SEE SHEET A4.0 FOR TOILET ROOM > CEILING 10'-0" THERMOSTAT. REFER TO MECHANICAL. =INISH FLOOR SCALE: 3/4" = V-0" 11 OFFICE ELEVATION SCALE: 1/4" = V-0" SEE SHEET A4.0 FOR TOILET ROOM ACCESSORIES' SCHEDULE MOISTURE RESISTANT GYPSUM BOARD ISH CEILING P-1 MOISTURE RESISTANT GYPSUM BOARD. G 0 p 0 J m Q 6" H. COVED VINYL v CO BASE VB -1 Z_ FINISH FLOOR 0'-0" MIRROR. CENTER OVER SINK P-1 13'-0" (MIN) FINISH C 8'-0" AFF co CV FINISH FLOOR - 0,_0, l__ 6" H. COVE:E-/ 1I 10" �1'-6" it: W VINYL BAS�'� cf) VB -1 07 RESTROOM ELEVATION SCALE: 1/4" = 1� 06 RESTROOM ELEVATION SCALE: 1/4" = V-0" _h B.O. DECK Y 115'-5" AFF MOISTURE RESI GYPSUM BOAR[ TOP OF TILE & SC 7'-2" AFF J► T.O. WALL 4'-0 3/4" J4 FINISH FLOOR IV 0'-0" I I PUBLIC PET WASH OZ SCALE: 1/4" = V-0'" ELEVATION SCHLUTER TRIM DRYER SWITCH REFER TO ELEC FOR DETAILS PET WASH TUBS ROVIDED BY PET 'LIES PLUS. G.C. -O SET IN PLACE, CURE TO FLOOR B AND MAKE ALL FINAL PLUMBING CONNECTIONS. 6" HIGH TILE BASE SCALE: 1/4" = V-0" P-1 u 10 OFFICE ELEVATION CA, CEILING 10'-0" SHELVING ON STANDARDS L-1 REFER TO ELECTRICAL DRAWINGS FOR SWITCH REQUIREMENTS. —L-1 LAMINATE OUNTERTOP & BACKSPLASH FINISH FLOOR 0'-0" SCALE: 1/4" = V-0" *SEES MOISTURE HEET A4.0 FOR TOILET ROOM SORIES' SCHEDULE RESISTANT GYPSUM BOARD 139"-41" FINISH CEILING 8'-0" AFF bo 1'-0" D + 5'-0" 3'-6" AFF -� 6" H. COVED VINYL BASE VB -1 M M NOTE: TOILET ACCESSORIES SHALL °' BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE, 051 RESTROOM ELEVATION O ~ C/) FIN ACCESSIBLE 0'-0" WATER CLOSET SCALE: 1/4" = V-0" Q _OIL B.O. DECK t15-5" AFF MOISTURE RESISTANT 2" 0 OUTLET FOR FORCED GYPSUM BOARD AIR DRYER HOSE w/ 1 1/2" PVC HOSE CONNECTOR, PROVIDE IN WALL TYP. BLOCKING AT WALL14'-0" PROVIDE FINISH TRIM SHELVING FOR ALL WALL PENETRATIONS. TUB DRAIN PER P-4 PLUMBING PLANS 15" 58" 3'-6" / L/ 58" 5.: SCHLUTER TRIM 6" STAINLESS STL. FUNNEL TO FLOOR 5'-6 5/ SINK. TYPICAL ALL PET Q WASH TUBS BATH MASTER. CT -1 WATER SUPPLY LINE WITH O THREADED HOSE CONNECTOR AND < TYP. OF 2 Q SHUT-OFF. REFER TO PLUMBING DOGWASH TUB BY 1'-7" DRAWING FOR SIZE. G.C. TO O PSP. (TYPICAL OF 2) I LINE TO MANIFOLD LOCt7_L1r_*CERAMIC WALL NOT — HOLDING ROOM. SHOWN FOR CLARITY CW HOSE BIBB pAT ED FUNNEL DETAIL FINISH FLOOR N SIGN �A Go U JL 0'-0" / — TRENCH DRAIN. PROVIDE REMOVABLE , 15/A8.0 STAINLESS STEEL GRATE FOR ACCESS TO TRENCH V FUNNEL DRAIN. COVER PLATE FOR SOAP DRAIN FOR CLEANING, TYP. ZUIN Z239 OR EQUAL LINES 040 01 PUBLIC PET WASH ELEVATION SCALE: 1/4"=1'-0" .tom f 1 CC 7'1; Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW 5-0I-16 •REVISION I • 03-21-16 GIN Q4 COMMENT • • Drawn By: GGW IProject No,: 15119 z V 69 0 OW U2ofi Z mg UJ U 0 co �N {�aZN Q0RU � LLJ W > Q W /♦ -' v w Z in UJU Z~Z Q Q FJ— Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ®1 / / 0 z N 12 PUBLIC PET WASH ELEVATION - GATE [ACCESSORIES'SCHEDULE SEE SHEET A4.0 FOR TOILET ROOM > CEILING 10'-0" THERMOSTAT. REFER TO MECHANICAL. =INISH FLOOR SCALE: 3/4" = V-0" 11 OFFICE ELEVATION SCALE: 1/4" = V-0" SEE SHEET A4.0 FOR TOILET ROOM ACCESSORIES' SCHEDULE MOISTURE RESISTANT GYPSUM BOARD ISH CEILING P-1 MOISTURE RESISTANT GYPSUM BOARD. G 0 p 0 J m Q 6" H. COVED VINYL v CO BASE VB -1 Z_ FINISH FLOOR 0'-0" MIRROR. CENTER OVER SINK P-1 13'-0" (MIN) FINISH C 8'-0" AFF co CV FINISH FLOOR - 0,_0, l__ 6" H. COVE:E-/ 1I 10" �1'-6" it: W VINYL BAS�'� cf) VB -1 07 RESTROOM ELEVATION SCALE: 1/4" = 1� 06 RESTROOM ELEVATION SCALE: 1/4" = V-0" _h B.O. DECK Y 115'-5" AFF MOISTURE RESI GYPSUM BOAR[ TOP OF TILE & SC 7'-2" AFF J► T.O. WALL 4'-0 3/4" J4 FINISH FLOOR IV 0'-0" I I PUBLIC PET WASH OZ SCALE: 1/4" = V-0'" ELEVATION SCHLUTER TRIM DRYER SWITCH REFER TO ELEC FOR DETAILS PET WASH TUBS ROVIDED BY PET 'LIES PLUS. G.C. -O SET IN PLACE, CURE TO FLOOR B AND MAKE ALL FINAL PLUMBING CONNECTIONS. 6" HIGH TILE BASE SCALE: 1/4" = V-0" P-1 u 10 OFFICE ELEVATION CA, CEILING 10'-0" SHELVING ON STANDARDS L-1 REFER TO ELECTRICAL DRAWINGS FOR SWITCH REQUIREMENTS. —L-1 LAMINATE OUNTERTOP & BACKSPLASH FINISH FLOOR 0'-0" SCALE: 1/4" = V-0" *SEES MOISTURE HEET A4.0 FOR TOILET ROOM SORIES' SCHEDULE RESISTANT GYPSUM BOARD 139"-41" FINISH CEILING 8'-0" AFF bo 1'-0" D + 5'-0" 3'-6" AFF -� 6" H. COVED VINYL BASE VB -1 M M NOTE: TOILET ACCESSORIES SHALL °' BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE, 051 RESTROOM ELEVATION O ~ C/) FIN ACCESSIBLE 0'-0" WATER CLOSET SCALE: 1/4" = V-0" Q _OIL B.O. DECK t15-5" AFF MOISTURE RESISTANT 2" 0 OUTLET FOR FORCED GYPSUM BOARD AIR DRYER HOSE w/ 1 1/2" PVC HOSE CONNECTOR, PROVIDE IN WALL TYP. BLOCKING AT WALL14'-0" PROVIDE FINISH TRIM SHELVING FOR ALL WALL PENETRATIONS. TUB DRAIN PER P-4 PLUMBING PLANS 15" 58" 3'-6" / L/ 58" 5.: SCHLUTER TRIM 6" STAINLESS STL. FUNNEL TO FLOOR 5'-6 5/ SINK. TYPICAL ALL PET Q WASH TUBS BATH MASTER. CT -1 WATER SUPPLY LINE WITH O THREADED HOSE CONNECTOR AND < TYP. OF 2 Q SHUT-OFF. REFER TO PLUMBING DOGWASH TUB BY 1'-7" DRAWING FOR SIZE. G.C. TO O PSP. (TYPICAL OF 2) I LINE TO MANIFOLD LOCt7_L1r_*CERAMIC WALL NOT — HOLDING ROOM. SHOWN FOR CLARITY CW HOSE BIBB pAT ED FUNNEL DETAIL FINISH FLOOR N SIGN �A Go U JL 0'-0" / — TRENCH DRAIN. PROVIDE REMOVABLE , 15/A8.0 STAINLESS STEEL GRATE FOR ACCESS TO TRENCH V FUNNEL DRAIN. COVER PLATE FOR SOAP DRAIN FOR CLEANING, TYP. ZUIN Z239 OR EQUAL LINES 040 01 PUBLIC PET WASH ELEVATION SCALE: 1/4"=1'-0" .tom f 1 CC 7'1; Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW 5-0I-16 •REVISION I • 03-21-16 GIN Q4 COMMENT • • Drawn By: GGW IProject No,: 15119 z V 69 0 OW U2ofi Z mg UJ U 0 co �N {�aZN Q0RU � LLJ W > Q W /♦ -' v w Z in UJU Z~Z Q Q FJ— Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ®1 WOOD CAP AND B -AIR DRYER, BEAR POWER STRUCTURE WITH 3 5/8" X 20 TRIM. S-1 6 5/8" WATER SUPPLY LINE ALTERNATING DIRECTIONS. 1/ 'O CEILING PLAN1/2" CT -1 G.C. MECHANICALLY FASTEN LINE. REFER TO 4'-0" AFF DRYER FEET TO SHELF. METAL STUD FRAMING PER TRIM. S-1 24"X18" WHITE MELAMINE SALES R N SHELF W/A PAIR OF 5/8" THICK GYPSUM WALL GROOMING 10"X8" BRACKETS I LAMINATE L-1 MECHANICALLY SHOT PINS WITH OVER 3/4" BOARD FASTENED TO STUDS. TRENCH DRAIN TROUGH 1/4" BELOW WAINSCOT. EXIST SLAB ELEV. I 07 1 WALL DETAIL I SCALE: 1 1/2" = V-0" WOOD CAP AND TRIM. S-1 - v c) -0" AFF TRIM. S-1 GROOMING LAMINATE CID OVER 3/4" BOARD WAINSCOT. LLL -G 06 1 WALL DETAIL 3 5/8" x 20 GA. DIAGONAL BRACING @ 32" O.C. TO STRUCTURE ABOVE. ACOUSTIC TILE CEILING +11'-0" AFF ACOUSTIC TILE CT -1 CEILING AND GRID NEW TEMPERED GLASS AND ALUMINUM VESTIBULE FINISH TO MATCH EXISTIN: STOREFRONT G-AZING. 7 7/8" GROOMING VESTIBULE SCALE: 1 1/2" = V-0" 5/8" GYPSUM BOARD OVER 3 5/8" x 20 GA. METAL STUD FRAMING TO STRUCTURE ABOVE. PAINT (2) 6" x 18 GA METAL STUD HEADER T.O. GLAZING dk +10'-8" AFF (MATCH STOREFRONT HEIGHT) T.O. MULLION MATCH EXISTING FINISH FLOOR 0'-0" A.F.F 04 I NOT USED. I SCALE: N.T.S. 1 03 I WALL SECTION I SCALE: 1/2" = V-0" WOOD CAP S-1 1 4'-0" AFF SALES 05 1 WALL DETAIL 5 5/8" SOUND ATTENUATING BATTS FULL HEIGHT 20 GA. METAL STUD FRAMING AT 16" O.C. TO BOTTOM OF ROOF DECK. BRACE WALL BACK TO B -AIR DRYER, BEAR POWER STRUCTURE WITH 3 5/8" X 20 DRYER II, MODEL # BPD -2. DRYER WATER SUPPLY LINE ALTERNATING DIRECTIONS. SUPPLIED BY PSP INSTALLED BY 'O CEILING PLAN1/2" CT -1 G.C. MECHANICALLY FASTEN LINE. REFER TO PET WASH DRYER FEET TO SHELF. METAL STUD FRAMING PER THICK 24"X18" WHITE MELAMINE TYPICAL FOR EACH SHELF W/A PAIR OF 5/8" THICK GYPSUM WALL DE DENS -SHIELD (OR 10"X8" BRACKETS I EQUAL) COATED MECHANICALLY SHOT PINS WITH GLASS MAT BACKER FASTENED TO STUDS. TRENCH DRAIN TROUGH 1/4" BELOW BOARD BEHIND EXIST SLAB ELEV. I CERAMIC TILE documents for purposes other than the specific project named herein is SCHEDULE 40 PIPE strictly prohibited without expressed STUBBED OUT OF WALL Architects, Incorporated. FOR POWER DRYER Date Issue HOSE CONNECTION. TENANT REVIEW PROVIDE PIPE SUPPORT. TYPICAL FOR EACH TUB. 1-1/2" PVC PIPE ADAPTER STUBBED SCALE: 1 1/2" = 1'-0" OUT OF WALL FOR PSP PROVIDED DRYER HOSE FLANGE CONNECTION. REFER TO ELEVATIONS FOR ROUGH -IN LOCATION. TYPICAL FOR EACH TUB. DRYER HOSE (REFER TO ELEV.) BRACE WALL BACK TO STRUCTURE WITH 3 5/8" X 20 GA. METAL STUDS @ 48" O.C. IN WATER SUPPLY LINE ALTERNATING DIRECTIONS. (REFER TO ELEV.) 'O CEILING PLAN1/2" WATER SUPPLY OIL IT LINE. REFER TO ELEVATIONS FOR METAL STUD FRAMING PER ROUGH -IN LOCATION. SCHEDULE TYPICAL FOR EACH SELF -SERVE PET 5/8" THICK GYPSUM WALL WASH TUB. BOARD TO 6" ABOVE FINISHED TRENCH DRAIN. REFER TO CEILING PLUMBING DRAWINGS FOR TRENCH SHOT PINS WITH DRAIN DETAILS. SET TOP OF IC HILTI FASTENNERRSS ICBG #238888 TRENCH DRAIN TROUGH 1/4" BELOW of Herschman Architects. The use EXIST SLAB ELEV. FLOOR SLAB FINISH FLOOR 0'-0" 5/8" GYP. BD. OVER WATER PROOF MEMBRANE 02 WALL SECTION SCALE: 1/2" = 1'-0" 01 1 WALL SECTION SELF -SERVE PET WASH SEALANT WOOD CAP AND TRIM. S-1 — -0" AFF LAMINATE L-1 OVER 3/4" BOARD WAINSCOT. - 08 ; WALL DETAIL ROOF DECK Jk ± 17-61' 19-1 VERIFY EXISTING ROOF DECK CONCEALED FIRE RETARDANT 2x10 WOOD BLOCKING IN WALL FOR DRYER ATTACHMENT USTIC AC CEILING TILE 11'-0" AFF ` WALL CONSTRUCTION PER SCHEDULE. Y { i NOTE: ALL PLUMBING TO BE CONCEALED IN WALL. NO EXPOSED PLUMBING IN PET WASH AREA IS PERMITTED. 5/8" THICK MOISTURE RESISTANT GYPSUM BOARD ON PET WASH SIDE, PAINT. /---5/8" THICK DENS-SHEILD (OR EQUAL) COATED GLASS MAT BACKER BOARD BEHIND CERAMIC TILE. CERAMIC WALL TILE SET IN LATEX -PORTLAND CEMENT MORTAR BOND COAT AND GROUT. SCHLUTER TRIM @ TOP COURSE TOP OF CERAMIC TILE +7'-2" AFF DRYER HOSE FLANGE SUPPLIED BY PSP AND INSTALLED BY GC. SEAL PERIMETER PET WASH TUB SUPPLIED BY PET SUPPLIES PLUS. G.C. TO LEVEL TUB AND ANCHOR TO FLOOR SLAB WITH STAINLESS STEEL EXPANSION ANCHORS.TYP. FLOOR FINISH, REFER TO o FINISH SCHEDULE. `r CONCRETE& FLOOR FINISH TO SLOPE 1/4" PER FT. 1�6/A8 NO' :•� . SCALE: 1 1/2" = 1'-0" SALES AREA WOOD CAP S-1 5/8" THICK DENS -SHIELD (OR EQUAL)COATED GLASS MAT BACKER BOARD BEHIND CERAMIC TILE 5/8" GYP. BD. OVER WATER PROOF MEMBRANE 5/8" GYP. BD. PAINTED SCALE: 3/4" = 1'-0" ,aan-• c,4 t� > f 01 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT TENANT REVIEW Drawn By: GGA Project No.: 15111 19 n� V am O W I V n I Z LLJ0 Zrncf) �Lam {;=aZN 0 ad 0 W > J Uw am `J U W / ' V JU Z F.Z Q Q F-. N FF - Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ATO ALUMINUM TRANSITION, 626 FINISH. SET IN FULL BED OF CONSTRUCTION ADHESIVE FLOOR FINISH. REFER TO FINISH SCHEDULE. SMOOTH TRANSITION ao m 13 1 WALK OFF MAT DETAIL 4" DIAMETER STEEL PIPE WITH CONCRETE INFILL. PROVIDE PLASTIC CAP AT TOP. SET IN CONCRETE FOOTING 2'-0" DEEP OR BELOW FROST DEPTH WITH 2" MIN. AROUND PIPE. PAINT "SAFETY YELLOW' EXT&IOR IN7IERIOR OVERHEAD DOOR 2" MIN. 2„ RECESSED WALK -OFF MAT PATCH FLOOR SLAB w/ NEW CONCRETE vv/ %" DEPRESSION 08 1 BOLLARD SECTION 03 1 NOT USED SCALE: 6" = 1'-0" •3/4" ANCHOR BOLT DRILL AND GROUT INTO FLOOR SLAB WITH NON -SHRINK GROUT. 1/2" STEEL BASE PLATE. 4" DIAMETER STEEL PIPE CAP TOP. WELD TO BASE PLATE WITH CONT. WELD AT PERIMETER OF PIPE. MOUNT 2" OUT FROM FACE OF DOOR GUIDE RAIL. SCALE: 1" = 1'-0" —N .` ADHESIVE MOISTURE RESISTANT GYPSUM BOARD LOCATED BEHIND FRP PANELS ONLY. o FRP PANEL(S) BEHIND FISH AND ANIMAL UNITS. ISH/ANIMAL UNITS SALES FLOOR WALL BASE AS SCHEDULED TERMINATE FRP PANEL(S) INTO PVC EDGE TRIM MOLDING WITH SEALANT AS RECOMMENDED BY FRP MANUFACTURER. EDGE TRIM MOLDING COLOR TO MATCH FRP. URETHANE SEALANT FLOOR SLAB URETHANE SEALANT CLOSED CELL BACKER ROD 18 1 FRP BASE DETAIL 2"01 STEEL RAIL WITH CHROME FINISH. McCUE CARTSTOP GR N o 2 3/8"0 STEEL POST WITH CHROME FINISH. SECURE TO SLAB N WITH 5/8"X3 1/2" EXPANSION ANCHORS SCALE: 3" = V-0" .r 4: 4. •'. .. �. : . •.4 12 CHROME RAIL SECTION SCALE 1"=1'-0" PLASTIC CAP = C3y `nt CD 1 �. PLASTIC CAP Al BOLLARD SET a' BOLLARD SET IN EXISTING IN NEW Design and construction documents CONCRETEQ in confidence and remain the property of Herschman Architects. The use < SLAB of this design and these construction ;61 the specific project named herein is 0 4" DIAMETER ST written consent of Herschman Architects, Incorporated, PIPE, CONCRETE 02 -IS -I6 PERMIT TENANT REVIEW FILLED WITH CAP Q03 -OI -I6 REVISION I • 4" DIAMETER STEEL PIPE, TOP. SET IN • CONCRETE FILLED WITH CONCRETE • CAP TOP. WELD TO BASE FOOTING 2'-0" DEEP Project No.: 151'fa PLATE WITH CONT. WELD WITH 2" MIN. AT PERIMETER OF PIPE. AROUND PIPE. PAINT "SAFETY YELLOW" PAINT "SAFETY YELLOW' pp �>, � 1 --_!moi!! •,� �L�a.-y!f=y�.-�-1!•-L! i!—, • 02 1 NOT USED FRP PANEL AT GROOMING BATHING ROOM. FRP PANEL TO END AT CERAMIC BASE. TERMINATE FRP INTO J -CHANNEL. 5/8" THICK MOISTURE RESISTANT GYPSUM BOARD WRAP WATERPROOF MEMBRANE UP WALL MIN. 12" BEHIND NEW 6" HIGH COVED QUARRY TILE BASE SLIP RESISTANT FLOOR FINISH AS SCHEDULED SET IN LATEX -PORTLAND CEMENT MORTAR ' + .•p,' • 7 '7 NEW CONCRETE FLOOR SLAB • •. a .��, •_•:l• ..y. SCHLUTER-KERDI WATERPROOF MEMBRANE SET IN COMPATIBLE ADHESIVE. WRAP WATERPROOF MEMBRANE UP WALL MIN. 12" BEHIND NEW 6" HIGH COVED QUARRY TILE BASE 161 BASE DETAIL SCALE: 3" = V-0" 6-5 1/4" 0 M 0 0 M L 6-0" L CLEAR 'f 11 CHROME RAIL PLAN 5/8" FIRECODE TYPE 'X' GYPSUM PANEL PROVIDE CENTER POLES. 2"0 STEEL RAIL WITH CHROME FINISH. McCUE CARTSTOP GR SCALE: 1/4" = V-0" SHEETROCK ZINC CONTROL JOINT NO. 093 BOTH SIDES. 5/8" FIRECODE TYPE W GYPSUM PANEL NOTE: 1/2" MAX. SPACING TO BE 30'-0" MAX" I� L5/8" FIRECODE ADHERE TO MANUF. 77��77�� TYPE'X' GYPSUM WRITTEN ATTACHMENT 3-1/8" PANEL REQUIREMENTS SCHEDULED GROUT CERAMIC TILE AT SELF -SERVE PET WASH 5/8" THICK MOISTURE RESISTANT GYPSUM BOARD WRAP WATERPROOF MEMBRANE UP WALL MIN. 12" BEHIND NEW 6" HIGH COVED QUARRY TILE BASE SLIP RESISTANT FLOOR FINISH AS SCHEDULED SET IN LATEX -PORTLAND CEMENT MORTAR ' .• e.' •"'a NEW CONCRETE FLOOR SLAB SCHLUTER-KERDI WATERPROOF MEMBRANE SET IN COMPATIBLE ADHESIVE. WRAP WATERPROOF MEMBRANE UP WALL MIN. 12" BEHIND NEW 6" HIGH COVED QUARRY TILE BASE 15 BASE DETAIL SCALE: 3" = V-0" METAL STUD WALI 5/8" GYPSUM BOAT CLEAR SILICONE Ec EASED FINISH EDC. SECURE CORNER TO WALL FRAMING FOAM TAPE 2 1/2" VINYL WALL 1 GUARD, CG -1, TO 4 MOUNT BOTTOM O GUARD AT TOP OF BASE. COLOR TOP ADJACENT WALL. NOTE: CORNER GUARD COLOR TO MATCH ADJACENT PAINT COLORS (P-1 OR P-2). REFER TO FINISH SCHEDULE FOR WALL COLOR SPECIFICATIONS. G.C. TO COORDINATE. 10 CORNER GUARD DETAIL SCALE: 6" = V-0" SHEETROCK ZINC CONTROL JOINT NO. 093 BOTH SIDES. 5/8"GYPSUM PANEL 5/8" GYPSUM PANEL NOTE- MAX. OTE 5/8" GYPSUM PANEL MAX. SPACING TO BE 30'-0" ADHERE 1/2" MAX. TO MANUFACTURER'S WRITTEN ATTACHMENT REQUIREMENTS. CONTROL JOINT FOR ONE-HOUR GYPSUM BOARD CONTROL 06 RATED PARTITION SCALE: 3" = V-0" 05JOINT #4x1'-0" INTO EXISTING SLAB @ 12" O.C. DRILL & EPDXY DOWEL W/ HILTI HIT-HY 150 MAX 4" MIN. THICK CONCRETE INFILL WITH 6X6-W2.1XW2.1 WWF FLUSH FINISH BETWEEN GROUT. EPDXY FLOOR FINISH AND FILE FLOOR FINISH TILE AS SCHEDULED FLOOR FINISH. REFER THINSET MORTER TO FINISH SCHEDULE. BED SMOOTH TRANSITION --i • _ .. •. ,i. �A,.4. 14 FLOOR TRANSITION TACTILE SIGNAGE _ �Z NEW SLOPED CONCRETE INFILL EXIT SCALE: 6" = V-0" LL Q } C? t SIGNS SHALL CONFORM WITH APPLICABLE �0 CODES 1. CHARACTERS SHALL BE RAISED 1/32 IN. MINIMUM ABOVE THEIR BACKGROUND. 2. CHARACTERS SHALL BE UPPERCASE AND SANS SERIF. 3. CHARACTERS SHALL BE ACCOMPANIED BY GRADE II BRAILLE. 4. RAISED CHARACTERS SHALL BE AT LEAST 5/8 IN. HIGH, BUT NO HIGHER THAN 2 IN. 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. 6. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. 7. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. 8. SIGNS SHALL BE MOUNTED TO THE LATCH SIDE OF THE DOOR AND HAVE A MOUNTING HEIGHT OF 60 IN. ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. 09 TACTILE SIGNAGE DETAIL I SCALE: N.T.S. GYPSUM BOARD OVER METAL STUD FRAME WALL. REFER TO WALL LEGEND. REFER TO SCHEDULE FOR PAINT FINISH. 3/4" FIRE RETARDANT TREATED PLYWOOD TO 8'-0" AFF SCREW TO WALL FRAMING, REFER TO SCHEDULE FOR PAINT FINISH. PROVIDE CLEAR FIRE RETARDAN- BASE OF WALL I04 I STOCK ROOM BASE SCALE: 3" = 1'-0" DETAIL PLUMBING TRENCH P—AWA MAI 01 TYPICAL FLOOR PATCH DETAIL Q < x 6" EMBED. TYP. SCALE: 1 1/2" = V-0" „ g pp = C3y `nt CD 1 �. Al a' Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 02 -IS -I6 PERMIT TENANT REVIEW • Q03 -OI -I6 REVISION I • • • • Drawn By: �w Project No.: 151'fa ® O d n� V O W U2� LU � W 0 Zo�co N {�aZN O = co (OK a) J 0 U_ W > J (9 -J JVW >Zm U J V Z ~ Z Q _ Q _J CY Q 0 Q HERSCHMAN ARCHITECTS IN C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com O N ("I CAD RAADI Col Ann POWER AND DATA OUTLETS SURFACE MOUNTED TO CABINET INTERIOR. REFER TO ELECTRICAL 3-9 3/4" ® CV 2" EMT POWER POLE TO BE SUPPLIED AND INSTALLED BY E.C. EXTEND UP TO UNDERSIDE OF STRUCTURE, BRACE AS REQUIRED PER SITE SPECIFIC CONDITIONS. SECURE TO SIZE OF CASH WRAP 0 O N G.C. TO PROVIDE FIRE RETARDANT TREATED WOOD CLEAT SECURED TO FLOOR SLAB 14 I CASH WRAP SECTION I SCALE: 1/2" = V-0" CLEAR PLASTIC GUARD, TYP. CLEAR MAPLE PLAM EXTERIOR, TYP. BUMPER GUARD, TYP. BRUSHED STAINLESS ALUM. PLAM BASE ("I CAD RAA01 C DI ARA 13 I CASH WRAP ELEVATION SCALE: 1" = V-0" 12 CASH WRAP ELEVATION SCALE: 1" = 1'-0" 11 CASH WRAP ELEVATION SCALE: 1" = V-0" 10 CASH WRAP ELEVATION SCALE: 1" = V-0" NOTE: G.C. TO USE MUD -SET TO CREATE SLOPE TO TRENCH. SLOPE ENTIRE FLOOR AND PROVIDE THE MINIMUM 1/2" SLOPE OF FLOOR. COORDINATE TRANSITION AT DOOR. 08 CART STOP DETAIL -RONT N CARTSTOP-SP MOUNTED AIL. INSTALL .SS STEEL PROVIDED BY \CTURER IN SLAB TO E BUMPER. RIOR TRENCH DRAIN. SCHLUTER TRIM TO BE PROVIDED AROUND TRENCH DRAIN. REFER TO PLUMBING FOR DETAILS. DOWEL & EPDXY #4 DOWELS DOWEL & EPDXY #4 DOWELS 1'-0" LG @ 12" V-0" LG @ 12" O.C. WITH HILTI O.C. WITH HILTI HY-150 EXTEND WATERPROOF HY-150 MAX INTO EXISTING MAX INTO EXISTING MEMBRANE INTO DRAIN TROUGH CONCRETE SLAB (6" EMBED CONCRETE SLAB (6" �• MIN.) EMBED MIN.) SET TOP OF FLOOR SINK 1/4" SCHEDULED BELOW EXIST SLAB ELEV. CONCRETE &FLOOR FLOOR EXISTING SLAB FINISH TO SLOPE FINISH 0 1/4" PER FT. M Cd d .Q V. d. a .a C a . .4 d' A . : . 4' ' . 'd d C d. .Q .. A '. 0 '.a A . •d .• V, d 4 d .d0• d p: d •. do. d EXISTING SLAB p p p p p p p p p p NEW 6" COMPACTED LIMESTONE AGGREGATE ML 11" BASE UNDER NEW PORTION 8'-0 1/4" OF SLAB. (SLOPED AREA) NOTE: G.C. TO SLOPE FLOOR TO TRENCH DRAIN. COORDINATE TRANSITION AT THE DOOR AND SLOPE AT THE CORNERS OF ROOM AS REQUIRED." SCALE: 3"=1'-0" 07 1 FLOOR SINK DETAIL _L 2 - 1" DIA. HOLES U TUBE STEEL FOR �;TRICAL CONDUIT 3 1/2" X 3 1/2" STEEL TUBE. WELD TO 12"x3 1/2"x1/4" STEEL PLATE WITH CONTINUOUS WELD AT PERIMETER. I WALL FINISH. REFER TO SHEETA1.0. 3/4" WOOD CAP ABOVE 2 X BLOCKING PROVIDE SCHLUTER TRIM ON PET WASH SIDE WHERE TILE IS TO BE INSTALLED PER FINISH SCHEDULE. TYP. BOTH SIDES OF DOOR. 1/4" RADIUS WOOD CAP EDGE 041STEEL PIPE BRACE I SCALE: 1" = V-0" 103 I STEEL PIPE BRACE & GATE DETAIL ELEVATION WOOD DOOR JAMB TYP. S-1 SCALE: 1 1/2" = V-0" SCALE: 3" = V-0" En 0 N C0 67 r 10 A8.1 2-13/32" DIA. HOLE FOR POWER POLE 3mm MAPLE EDGEBAND, TYP CLEAR COAT STEEL TOP 1.5" DIA. HOLE FOR MONITOR (2) GROMMETS T-11 3/4" T-8" .. .. 10 V 10 1.5" DIA. HOLE 13 C FOR MONITOR A8.1 12 A8.1 09 CASH WRAP ENLARGED PLAN 1"x2" STEEL STRUCTURAL VARIES TO UPRIGHTS FIXTURE ROUGH -IN / 1.5" DIA. HOLE FOR CREDIT CARD MACHINE SCALE: Ill= V-0" ALLIGNMENT TRUSS ARM SECURING SCREWS CAPPED LEVELING SCREW CAST IRON CONCEALED ARM 1I F L -NON -SLIP LOCKING OVER EACH SIDE OF 3 5/8"x20 GA METAL DEVICE STUD FRAMING AT 16" CAST IRON SUPPORTING 36" BRACKETS SECURE TO RECTANGULAR STEEL FLOOR STRUCTURAL • WITH 1/2" UPRIGHTS WHITE MELAMINE EXPANSION BOLT FOOT SUPPORTS wk ... FLOOR MOUNTED CONCEALED ARM • LAVATORY CARRIER WITH HEAVY GUAGE STEEL UPRIGHTS WITH INTEGRAL WELDED SEE PLAN DETAIL. 3-1/4" FEET, ADJUSTABLE EPDXY COATED CAST IRON ARMS WITH LEVELING SCREWS AND • BASIN LOCKING DEVICE, UPPER TIE ROD VB -1 '.. .. .. 06 .. SCALE: N.T.S. N .. 12 A8.1 09 CASH WRAP ENLARGED PLAN 1"x2" STEEL STRUCTURAL VARIES TO UPRIGHTS FIXTURE ROUGH -IN / 1.5" DIA. HOLE FOR CREDIT CARD MACHINE SCALE: Ill= V-0" ALLIGNMENT TRUSS ARM SECURING SCREWS CAPPED LEVELING SCREW CAST IRON CONCEALED ARM FASTEN STUD TO EACH SIDE OF POST, SECURE TOP TRACK — 3 1/2" X 3 1/2" STEEL TUBE WELD TO 12"x3 1/2"x1/4" STEEL PLATE WITH CONTINUOUS WELD AT PERIMETER. 04/A8.1 2 1/2" LONG x 1/2" — DIA. EXPANSION BOLT. TYP. OF 4. REFER TO WALL LEGEND FOR WALL CONSTRUCTION TYPE. 02 I STEEL PIPE BRACE DETAIL I SCALE: 3"=1'-0" GYPSUM BOARD, PAINT PER FINISH SCHEDULE LAMINATE OVER 3/4" x 2" BOARD BACKSPLASH. L-1 LAMINATE OVER 3/4" x 2" BOARD COUNTERTOP WITH 1 1/2" SOLID L-1 EDGE. REFER TO FLOOR PLAN FOR DEPTH OF COUNTERTOP. 1" • 1'-111 WOOD CLEAT A,0 • AT WALL • 3/4" MELAMINE � SHELVES • • N 4" VINYL BASE VB -1 • • FLOORFINISH 05 I SECTION SALES GYPSUM BOARD OVER f -- STUD FRAME WALL. REI TO WALL LEGEND. PAIN WASHING MACHINE OU - BOX FACEPLATE 6"X6" MIN. WASHING MA OUTLET BOX A,\ 0,-0" FINISH FLOOR CUT OFF BOTTOM OF FACEPLATES SO BOX IS FLUSH WITH FLOOR I.1 X5/8" GYPSUM BOARD • 1I F L -NON -SLIP LOCKING OVER EACH SIDE OF 3 5/8"x20 GA METAL DEVICE STUD FRAMING AT 16" CAST IRON SUPPORTING 36" BRACKETS SECURE TO RECTANGULAR STEEL FLOOR STRUCTURAL • WITH 1/2" UPRIGHTS WHITE MELAMINE EXPANSION BOLT FOOT SUPPORTS wk WATTS DRAINAGE PRODUCTS ca-411-wc FLOOR MOUNTED CONCEALED ARM • LAVATORY CARRIER WITH HEAVY GUAGE STEEL UPRIGHTS WITH INTEGRAL WELDED SEE PLAN DETAIL. 3-1/4" FEET, ADJUSTABLE EPDXY COATED CAST IRON ARMS WITH LEVELING SCREWS AND • BASIN LOCKING DEVICE, UPPER TIE ROD VB -1 4-1/2" AND PLATED HARDWARE. LAVATORY ARM CARRIER 06 DETAIL SCALE: N.T.S. FASTEN STUD TO EACH SIDE OF POST, SECURE TOP TRACK — 3 1/2" X 3 1/2" STEEL TUBE WELD TO 12"x3 1/2"x1/4" STEEL PLATE WITH CONTINUOUS WELD AT PERIMETER. 04/A8.1 2 1/2" LONG x 1/2" — DIA. EXPANSION BOLT. TYP. OF 4. REFER TO WALL LEGEND FOR WALL CONSTRUCTION TYPE. 02 I STEEL PIPE BRACE DETAIL I SCALE: 3"=1'-0" GYPSUM BOARD, PAINT PER FINISH SCHEDULE LAMINATE OVER 3/4" x 2" BOARD BACKSPLASH. L-1 LAMINATE OVER 3/4" x 2" BOARD COUNTERTOP WITH 1 1/2" SOLID L-1 EDGE. REFER TO FLOOR PLAN FOR DEPTH OF COUNTERTOP. 1" • 1'-111 WOOD CLEAT A,0 • AT WALL • 3/4" MELAMINE � SHELVES • • N 4" VINYL BASE VB -1 • • FLOORFINISH 05 I SECTION SALES GYPSUM BOARD OVER f -- STUD FRAME WALL. REI TO WALL LEGEND. PAIN WASHING MACHINE OU - BOX FACEPLATE 6"X6" MIN. WASHING MA OUTLET BOX A,\ 0,-0" FINISH FLOOR CUT OFF BOTTOM OF FACEPLATES SO BOX IS FLUSH WITH FLOOR I.1 X5/8" GYPSUM BOARD • OVER EACH SIDE OF 3 5/8"x20 GA METAL STUD FRAMING AT 16" • • O.C. • SUPPORT LEGS: • WHITE MELAMINE 1 1/2" X 1 1/2" CLEAT AT BOTTOM FOR wk • ANCHORAGE. • SEE PLAN DETAIL. • 4" VINYL BASE • � VB -1 FINISH SCALE: 1" = V-0" UTILITY 09 AQUARIUM EQUIPMENT DRAIN CHASE DETAIL EXTRA WASHING MACHINE OUTLET BOX FACEPLATE CUT OUT BACK OF WASHING MACHINE OUTLET BOX TO CREATE A PLUMBING CHASE TO FLOOR SINK LE: 1 1/2" = V-0" CID /b V 0. "e <, Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT TENANT REVIEW • • • Drawn By: GGW Project No.: 1517q n� V am O W I V ^ I Z a W 0 Zozch � L cm {,a2CV Q05 LYE -� W W Q m V ...I V W ' W UJU Z~Z Q _ Q FJ- cm Q � Q HERSCHMAN I IVA ARCHITECTS IN C 0 R P 0 R ATE D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com A o GENERAL NOTES A. ALI . DOOR HARDWARE SHALL ALLOW FREE ACCESS IN THE EGRESS DIRECTION AT ALL TIMES. B. ALL DOOR HARDWARE SHALL BE A.D.A. ACCESSIBLE. ALL DOORS SHALL COMPLY WITH ICC/ANSI 404 AND SHALL HAVE LEVER OR EQUAL HARDWARE. ALL CLOSERS MUST BE ADJUSTED TO REQUIRE NO MORE THAN 8.5 LBF FOR INTERIOR DOORS AND 5.0 FOR EXTERIOR DOORS. C. ALL DOORS TO BE PAINTED SEMI -GLOSS, COLOR P-1 UNLESS NOTED OTHERWISE. D. CONTRACTOR SHALL COORDINATE ALL HARDWARE KEYING WITH THE OWNER AND OBTAIN OWNERS APPROVAL PRIOR TO PLACING HARDWARE ORDER. E. ALL PRIVACY AND STOREROOM LOCKSETS SHALL HAVE PASS-THRU TYPE LOCKS OR EQUIVALENT ON THE ROOM SIDE (EGRESS OF THE DOOR. iL;HLUULLU HAK I I I IUN OLLOW METAL FRAME CHEDULED H.M. DOOR v co EXISITNG MASONRY WALL W8x24 GALVANIZED STEEL BEAM AND 5/16"x11" PLATE. WELD TO BEAM. PAINT COLOR TO MATCH EXISTING THROUGH WALL FLASHING AND WEEP HOLES @16" O.C. INFILL WITH SOLID MASONRY ABOVE LINTEL, ADJUSTABLE MASONRY ANCHORS AT EACH SIDE @ 2-0" O.C. PAINT LINTEL AND HEADER PLATE MASONRY WALL AT NEW CONSTRUCTION, COLOR TO MATCH EXISTING. SAW -CUT EXISTING MASONRY WALL FOR INSTALLATION OF NEW OPENING 5/16" BENT STEEL PLATE. WRAP MASONRY JAMB ATTACH TO WALL WITH GALVANIZED ANCHORS @ Z-0" O.C. SET INTO GROUTED CORES. PAINT COLOR TO MATCH EXISTING — REMOVE MASONRY TO BELOW GRADE OR FLOOR AND POUR NEW SILL WITH FINISH TO SHED WATER TO THE EXT-- -- 1/2" EXP, JOINT M, EXI STI M PAVEME DOOR INSTALLER SHALL PROVIDE SUPPLEMENTAL FRAMING AND HARDWARE REQUIRED FOR NO. INSTALLATION OF DOOR TRACK A o FRAME 0 NOTES O DOOR TRACK SUSPENDED FROM o ROOF STRUCTURE • REFER TO DRAWING DETAILS AND NOTES ON THIS SHEET 0 B 0 0 THA THRESHOLD .. O_ PROVIDE A MINIMUM OF 18" CLEAR 45 DEG. LATERAL VERTICAL LIFT ABOVE F BRACE REQUIRED DOOR OPENING 8'-0" AFF 1 HORI TRAC A INSULATED v' SECTIONAL 1� OVERHEAD DOOR SECTION "AX TYPICAL HANGER ANGLE ASSEMBLY `r GROUT BLOCK CORES SOLID AT NEW BEAM BEARING ANCHOR TRACK, BRACKET TO CONCRETE —SECTIONAL DOOR TRACK ;. / r/ STRUCTURAL STEEL: (W SHAPES) ASTM A992 (FY = 50KSI HOT DIP GALVANIZE AFTER FABRICATION THE FOLLOWING STEEL MEMBERS: 1. SHELF ANGLES SUPPORTING MASONRY 2. LINTELS SUPPORTING MASONRY ALL LINTELS SHALL HAVE A BEARING AT EACH END OF 1 INCH PER FT. OF OPENING WITH A MINIMUM OF 6". ALL LINTELS SHALLBEAR ON 16" SOLID MASONRY EXTENDING 16" BEYOND END OF LINTEL. ALL LINTELS ON THE BUILDING EXTERIOR SHALL BE GALVANIZED. ALL CORES WITH REINFORCEMETNT SHALL BE FILLED SOLID WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED IN 'LACE BY VIBRATION TO INSURE COMPLETE FILLING OF ELLS. EXISTING FLOOR SLAB EXSITING FOUNDATION WALL TYPICAL H.M. DOOR HEAD AND 08 JAMB DETAIL SCALE: 1/4" = V-0" 07 OVERHEAD DOOR SECTION SCALE: 1" = V-0" 7LI:aG1A� OUGH THE WALL THING. EXTEND R LINTEL. JANIZED STEEL ANGLE EL. PAINT TO MATCH =RIOR BLOCK COLOR. P HOLE AT 16" O.C. .ANT AT BOTH SIDES 'HOLLOW METAL R AND FRAME PAINT >H .L WITH SOLID DNRY ABOVE LINTEL DOOR SCHEDULE NO. TYPE DOOR FRAME HARDWARE NOTES 1 A PAIR, MEDIUM STYLE GLASS, ALUMINUM ENTRY DOOR WITH TEMPERED GLASS ALUMINUM REFER TO DRAWINGS, SEE SPECIFICATIONS AND INFO. ON SHEET THIS SHEET REFER TO DRAWING DETAILS AND NOTES ON THIS SHEET 2 B NOT USED. THA THRESHOLD THH 3 B NOT USED. WS -2 WESTHERSTRIPPING WSTP 4 H 3'-0" WIDE x 1 3/8" THICK SOLID FLUSH SCREEN DOOR, STAIN S-1 WOOD, STAIN S-1 LS, SH, SL, WSTP of Herschman Architects. The use 5 G 3'-0" WIDE x 1 3/8" THICK LAMINATE L-1 SCREEN DOOR WOOD, STAIN TO MATCH LAMINATE L-1 LS, SH, SL, WSTP the specific project named herein is 6 J 3'-0" x T-0" DOUBLE ACTING DOOR WITH HIGH PRESSURE LAMINATE CHASE DOOR. COLOR: WHITE PROVIDED WITH DOOR PROVIDED WITH DOOR Architects, Incorporated. 7 H 3'-0" WIDE x 1 3/8" THICK SOLID FLUSH SCREEN DOOR, STAIN S-1 WOOD, STAIN S-1 LS, SH, SL, WS -2 8 F 3'-0" x T-0" H.M DOOR. PAINT P-1 SEMI -GLOSS. HOLLOW METAL. PAINT P-1 SEMI -GLOSS. SH, LSE, SL, WSTP 9 C1 3'-0" x T-0" H.M DOOR. PAINT P-1 SEMI -GLOSS. HOLLOW METAL. PAINT P-1 SEMI -GLOSS. SH, LSE, SL, WSTP 10 D 8'-0" x 8'-0" INSULATED OVERHEAD SECTIONAL SERVICE DOOR METAL. PAINT INTERIOR P_� SEMI -GLOSS. PROVIDED WITH DOOR PAINT EXTERIOR SIDE OF DOOR & FRAME TO MATCH EXISTING BUILDING STANDARD. PAD LOCK TO BE PROVIDED. Drawn By: CGA Project No.: 1517cl 11 C 3'-0" x T-0" INSULATED H.M. EGRESS DOOR PAINT INTERIOR SEMI -GLOSS. P-1 HOLLOW METAL. PAINT P_1 SEMI -GLOSS. BH, CLATHAWSDS, AL, DV , , , , PAINT EXTERIOR SIDE OF DOOR & FRAME TO MATCH EXISTING BUILDING STANDARD. REFER TO DRAWING DETAILS AND NOTES ON THIS SHEET 12 E 3'-0" x T-0" H.M DOOR. PAINT P-1 SEMI -GLOSS. HOLLOW METAL. PAINT SEMI -GLOSS. P_1 BH, LSP, WSTP, SL, HCP 13 E S-0" x T-0" H.M DOOR. PAINT P-1 SEMI -GLOSS. HOLLOW METAL. PAINT P-1 SEMI -GLOSS. BH, LSP, WSTP, SL, HCP 14 C1 2'-8" x T-0" H.M DOOR. PAINT P-1 SEMI -GLOSS. HOLLOW METAL. PAINT P-1 SEMI -GLOSS. SH, LSE, SL, WSTP WHERE ROOM DOOR ALLOWS PROVIDE 3'-0" x T-0" H.M. DOOR. AL ALARM LOCK BH 1 1/2 PAIR BUTT HINGES CLA CLOSER DS DOOR SWEEP DV DOOR VIEWER FSTP FLOOR STOP HCP HANDICAP SIGNAGE HSTP HINGE DOOR BUMPER LS PASSAGE LATCH LSC CYLINDER LOCKING LSE ENTRANCE LOCKSET LSP PRIVACY LOCKSET PPB PUSH/PULL SH SPRING HINGES SL SILENCER PADS THA THRESHOLD THH THRESHOLD WS WEATHERSTRIPPING WS -2 WESTHERSTRIPPING WSTP WALL STOP DOOR HARDWARE SCHEDULE BATTERY POWERED DETEX ECL230-D WITH KEYED EXTERIOR CYLINDER LOCK. HAGER SERIES 1279 PLAIN BEARING US26D FINISH. LCN SMOOTHEE. SATIN ALUMINUM FINISH PARALLEL ARM CLOSER. MD INDUSTRIES BDO06 A NEOPRENE. MOUNT TO DOOR BOTTOM. DOOR VIEWER IVES 622. HAGAR 243F DOM STOP -HIGH. ADA COMPLIANT HANDICAP RESTROOM SIGN, 3" LETTER HEIGHT, ACCESSIBILITY SYMBOL. MOUNT ON ADJACENT WALL LATCH SIDE OF DOOR AT 60"AFF. REFER TO DETAIL 14/A7.0. HAGAR 212 LEVER HANDLE LATCHSET, BOTH SIDES ALWAYS UNLOCKED. SCHLAGE AL SERIES SATURN AL10S - 626 FINISH. DEAD BOLT LOCK. KEYED EXTERIOR WITH INTERIOR THUMB TURN. LEVER HANDLE LOCKSET, KEYED EXTERIOR ALWAYS UNLOCKED FROM INSIDE. SCHLAGE AL SERIES SATURN AL70PD - 626 FINISH. LEVER HANDLE LOCKSET WITH PUSH-BUTTON LOCKING. SCHLAGE AL SERIES SATURN AL40S - 626 FINISH. KAWNEER PUSH BAR & PULL HANDLE, C-09, 11. MATCH STOREFRONT FINISH. HAGAR SERIES 1250 STEEL SPRING HINGE US26D FINISH. CLEAR OR BLACK VINYL SILENCERS. FRICTION FIR INTO HOLES IN FRAME. ADA ALUMINUM SADDLE THRESHOLD. ADA ALUMINUM HALF SADDLE THRESHOLD. MD INDUSTRIES WS001 A VINYL BULB WEATHER STRIP. MOUNT TO FRAME. MD INSUSTRIES, - FOR WOOD DOORS HAGAR 232W CONVEX WALL STOP. FASTEN TO CONCEALED WOOD BACKER. 06 NOT USED SCALE: 1/4" = V-0" 05 NOT USED SCALE: 1 1/2" = V-0" 04 SECTION SCALE: 1 1/2" = V-0" DOOR TYPES INTERIC MASONRY STRAP ANCHOR MIN. 3 PER JAMB. SEALANT AT PERIMETER BOTH SIDES ;IOR OF DOOR FRAME HOLLOW METAL FRAME. FILL SOLID WITH MOTAR AND PROVIDE FOAM INSERT FOR THE INSTALLATION OF WEATHERSTRIPPING. 3- #4 AT — OPENING GROUT TO MASONRY ALUMINUM THRESHOLD ADJUSTABLE SCREW HOLDER SLOPE AWAY FROM THRESHOLD p SET THRESHOLD IN FULL BED OF NON -HARDENING SEALANT 1/2" EXPANSION JOINT WITH SEALANT AT FLOOR FORM AND POUR SILL SOLID EXISTING SLAB -ON -GRADE. X] FILL EXISTING BLOCK CORE �] WITH GROUT SOLID. 8" nA lA R n STEEL ANGLE LINTEL, MIN. 8" BEARING AT EACH END. GROUTED OR SOLID MASONRY BEARING NEW MASONRY WALL OPENING. TOOTH IN COURSING AT JAMBS. ACTUAL JOINT LOCATION MAY VARY FROM CONDITION SHOWN STEEL DOOR & FRAME. SEE DOOR SCHEDULE. REMOVE MASONRY WALL 8" MIN. BELOW FLOOR, PATCH FLOOR. FORM CONCRETE SILL AT OUTSIDE OF WALL. ' 03 I SECTION ISCALE: 1 1/2" 1'-0" 102 I SECTION I SCALE: 1 1/2" = V-0" 101 j I EXTERIOR DOOR IL I SCALE: 1/4" _ -0" I = DOOR TYPE A PAIR MEDIUM STILE ALUMINUM 4 GLASS DOORS BOTTOM 10" SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE T- SYMBOL DENOTES SAFETY GLASS, TEMPERED. DOOR TYPE B LAMINATE L-1 ALL FACES DOOR TYPE N G � / ALARM OCK DOOR TYPE DOOR TYPE C C1 FSSOLID CORE FLUSH, STAIN -1 ALL FACES C N r DOOR TYPE DOOR TYPE H J DOOR TYPE D 0 DOOR TYPE DOOR TYPE E F ONE WAY GLAZING VIEW TOWARDS SALES FLOOR w� _0 I'm DOOR TYPE N G � / ALARM OCK DOOR TYPE DOOR TYPE C C1 FSSOLID CORE FLUSH, STAIN -1 ALL FACES C N r DOOR TYPE DOOR TYPE H J DOOR TYPE D 0 DOOR TYPE DOOR TYPE E F ONE WAY GLAZING VIEW TOWARDS SALES FLOOR w� _0 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEA • • • • • • • Drawn By: CGA Project No.: 1517cl no V am Zl © W Kd%Z am W U ~ 0 �Q��-N cc=��{ a Z N , ad < O W>� J amU J U W > Z m V J V F- ~z a a a C(=� ~ N _J Q O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A 9.0 FINISH LEGEND 0 ALTERNATE FINISH SCHEDULE SHERWIN WILLIAMS FINISH SCHEDULE EGGSHELL, U.N.O. ROOM FLOOR BASE WALLS CEILING REMARKS ROOM FLOOR BASE WALLS CEILING REMARKS NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST HOLDING FT -3 VB -1 P-1 P-1 P-1 P-1 ACT -1 2058-40 COOL BLUE (PSP -04 COOL BLUE) VESTIBULE FT-2/FT-3 VB -1 P-1 P-1 P-1 P-1 ACT -1 MARLITE BATHING QT -1 QB -1 FRP-1/P-1 FRP-1/P-1 FRP-1/P-1 FRP-1/P-1 ACT -2 P-140 IVORY SALES FT -3 VB -1 P-2 P-1 P-1 P-1/FRP-2 OPEN SEE NOTE 5 & 9 SCR -50 - COLOR TO MATCH WALL OFFICE FT -3 VB -1 P-1 P-1 P-1 P-1 ACT -1 GROOMING FT -3 VB -1 L -1/P-1 L -1/P-1 L -1/P-3 L -1/P-1 OPEN SEE NOTE 5 HOLDING/BATHING FT-3/QT-1 VB-1/QB-1 FRP-1/P-1 P-1 FRP-1/P-1 FRP-1 P-1 ACT -2 SEE NOTE 6 & 8 PUBLIC PET WASH QT -1 QB -1 CT -1 CT -1/P-4 CT -1/P-4 CT -1/P-4 OPEN SEE NOTE 5 & 6 COORIDOR FT -3 VB -1 P-1 P-1 P-1 P-1 ACT -1 SEE NOTE 5& 7 MEN'S FT -3 VB -1 P-1 P-1 P-1 P-1 GYP/P-1 SEE NOTE 6 WOMEN'S FT -3 VB -1 P-1 P-1 P-1 P-1 GYP/P-1 SEE NOTE 6 STOCK ROOM FT -1 VB -1 P-1 P-1 P-1 P-1 OPEN ISOLATION FT -1 VB -1 FRP-1/P-1 FRP-1/P-1 P-1 P-1 ACT -2 SEE NOTE 10 NOTES: 1. ALL PAINTING & SURFACE PREP. IS TO BE DONE BY PAINT CONTRACTOR. 2. ALL WALL SURFACES TO BE PAINTED AN EGGSHELL FINISH UNLESS NOTED OTHERWISE. 3. ALL WOOD TRIM TO BE STAINED S-1 WITH 3 COATS OF POLYURETHANE. 4. ALL METAL DOORS, FRAMES AND EXPOSED INTERIOR BUILDING COLUMNS TO BE PAINTED A SEMI -GLOSS FINISH. 5. ALL EXPOSED STRUCTURE, CONDUIT, PIPING HANGERS, DUCTWORK, ETC. SHALL BE PAINTED P-5; DRY FALL CEILING PAINT 6. SEMI -GLOSS PAINT. 7. FRP-1 TO BE INSTALLED ON THREE SIDES AROUND DRINKING FOUNTAIN ONLY TO 4'-0" A.F.F. 8. FRP-1 TO BE INSTALLED TO 8'-0" A.F.F 9. REFER TO ELEVATION FOR PAINT LOCATIONS. 10. HIGH GLOSS SEALER TO BE USED ON THE ISOLATION ROOM FLOOR. FINISH LEGEND 0 SECTION ABBREVIATION PRODUCT MANUFACTURER MODEL NUMBER/COLOR REMARKS P-1 SHERWIN WILLIAMS TO MATCH BENJAMIN MOORE COLOR EGGSHELL, U.N.O. FT -3 STAINED FLOORING OC -12 MUSLIN (PSP -01 MUSLIN) 6" HIGH VINYL COVED AT RESTROOMS P-2 SHERWIN WILLIAMS TO MATCH BENJAMIN MOORE COLOR 539 SYCAMORE TREE (PSP -02 #539) EGGSHELL, U.N.O. BASE P-3 SHERWIN WILLIAMS TO MATCH BENJAMIN MOORE COLOR 2091-10 TEA (PSP -03 TEA) EGGSHELL, U.N.O. P-4 SHERWIN WILLIAMS TO MATCH BENJAMIN MOORE COLOR EGGSHELL, U.N.O. FT -1 CONCRETE WITH CLEAR SEALER 2058-40 COOL BLUE (PSP -04 COOL BLUE) GROUT: LATACRETE - 500 SERIES SANDED WALLS P-5 SHERWIN WILLIAMS B42W2 WHITE DRY FALL CEILING PAINT EGGSHELL, U.N.O. FRP-1 MARLITE P-100 WHITE 1776 GROUT ADMIX PLUS & AQUAMIX FRP-2 MARLITE P-140 IVORY GROUT SEALER. INSTALL PER TCA F122 -2K. CT -1 FIANDRE ORIGINS; ASPEN MATTE 12x12 INSTALL QUARTER TURNED. ALTERNATE #1 ARMSTRONG STANDARD SCR -50 - COLOR TO MATCH WALL [ALTERNATE VCT FLOORING REQUIRES PSP'S APPROVAL. VCT FLOOR ONLY TO BE CR -1 IMPACE SPECIALTIES 539 SYCAMORE TREE (PSP -02 #539) OR CRASH RAIL COLOR TO MATCH ADJACENT CONSIDERED WHEN RESINOUS FLOORING OC -12 MUSLIN (PSP -01 MUSLIN) WALL. TO BE MOUNTED AT 0'-4" A.F.F. WILL NOT WORK DUE TO EXISTING SITE CG -1 IMPACE SPECIALTIES VA -N SERIES - COLOR TO MATCH WALL 539 SYCAMORE TREE (PSP -02 #539) OR CORNER GUARD COLOR TO MATCH CONDITIONS.] ALTERNATES OC -12 MUSLIN (PSP -01 MUSLIN) ADJACENT WALL ACOUSTICAL CEILING FINISH SCHEDULE ITEM NO. GRID TILE MANUF. REMARKS 15/16" GRID, MEDIUM TEXTURED PANEL, FINE FISSURED #932,24" X 48" X 5/8" DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. CEILING TILE. NON -DIRECTIONAL FISSURED SQUARE EDGE. ARMSTRONG COLOR: WHITE. WORK BY GC AND OWNER'S VENDORS IS COMPLETE. ACT -1 _ ACT -2 15/16" DONN DX GRID. MEDIUM TEXTURED PANEL, "F" FISSURED, 24" X 48" X 3/4" CEILING USG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. TILE. SQUARE EDGE. COLOR: WHITE. WORK BY GC AND OWNER'S VENDORS IS COMPLETE. 15/16" GRID. SMOOTH TEXTURE PANEL, CLEAN ROOM VL #870,24" X 48" X 5/8" CEILING TILE. NON -DIRECTIONAL, SQUARE EDGE. COLOR: WHITE ARMSTRONG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. (VINYL FACE) WORK BY GC AND OWNER'S VENDORS IS COMPLETE. 15/16" DONN DX GRID. SHEET ROCK LAY -IN CEILING TILE CLIMAPLUS VINYL, SQUARE DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. EDGE 24" X 48" X 1/2" CEILING TILE #3270, COLOR: WHITE (VINYL USG FACE) WORK BY GC AND OWNER'S VENDORS IS COMPLETE. �a M Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEW • • Drawn By: GGW Project No.: 151'79 V O W nnn(nn W W Dz0)M �Qa.�-N {�aZN n�05 lul LL V W > C3 m = Q U Jia W > z co V J P Q z J T- F_ J N O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A9m1 VB -1 ARMSTRONG INTEGRATED 76 DEEP BROWN 4" HIGH VINYL COVED FLOOR FT -3 STAINED FLOORING AMERIPOLISH SURELOCK DYE (STAIN) 6" HIGH VINYL COVED AT RESTROOMS SYSTEM, COLOR: SAND COORDINATE TREATMENT APPLICATION BASE QB -1 METROPOLITAN CERAMICS 57X - STANDARD GRAY 8"W x 6"H QUARRY TILE BASE GROUT: LATACRETE - 500 SERIES SANDED GROUT #34 SANDSTONE WITH LATACRETE 1776 GROUT ADMIX PLUS & AQUAMIX GROUT SEALER. INSTALL PER TCA F122 -2K FT -1 CONCRETE WITH CLEAR SEALER GROUT: LATACRETE - 500 SERIES SANDED FT -2 MATS INC. ULTRA ENTRY PVC GRID WITH NYLON INSERTS (CHARCOAL). GROUT #34 SANDSTONE WITH LATACRETE ACOUSTICAL CEILING FINISH SCHEDULE ITEM NO. GRID TILE MANUF. REMARKS 15/16" GRID, MEDIUM TEXTURED PANEL, FINE FISSURED #932,24" X 48" X 5/8" DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. CEILING TILE. NON -DIRECTIONAL FISSURED SQUARE EDGE. ARMSTRONG COLOR: WHITE. WORK BY GC AND OWNER'S VENDORS IS COMPLETE. ACT -1 _ ACT -2 15/16" DONN DX GRID. MEDIUM TEXTURED PANEL, "F" FISSURED, 24" X 48" X 3/4" CEILING USG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. TILE. SQUARE EDGE. COLOR: WHITE. WORK BY GC AND OWNER'S VENDORS IS COMPLETE. 15/16" GRID. SMOOTH TEXTURE PANEL, CLEAN ROOM VL #870,24" X 48" X 5/8" CEILING TILE. NON -DIRECTIONAL, SQUARE EDGE. COLOR: WHITE ARMSTRONG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. (VINYL FACE) WORK BY GC AND OWNER'S VENDORS IS COMPLETE. 15/16" DONN DX GRID. SHEET ROCK LAY -IN CEILING TILE CLIMAPLUS VINYL, SQUARE DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. EDGE 24" X 48" X 1/2" CEILING TILE #3270, COLOR: WHITE (VINYL USG FACE) WORK BY GC AND OWNER'S VENDORS IS COMPLETE. �a M Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEW • • Drawn By: GGW Project No.: 151'79 V O W nnn(nn W W Dz0)M �Qa.�-N {�aZN n�05 lul LL V W > C3 m = Q U Jia W > z co V J P Q z J T- F_ J N O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A9m1 PROVIDE NON -SLIP SURFACE APPLICATION FLOOR FT -3 STAINED FLOORING AMERIPOLISH SURELOCK DYE (STAIN) AS DESIGNEATE ON THE FLOOR PLAN. SYSTEM, COLOR: SAND COORDINATE TREATMENT APPLICATION WITH MANUFACTURER. INSTALL PER MANUFACTURERS SPECIFICATIONS. GROUT: LATACRETE - 500 SERIES SANDED QT -1 METROPOLITAN CERAMICS 57X - STONE GRAY 8x8 SLIP RESISTANT GROUT #34 SANDSTONE WITH LATACRETE QUARRY TILE 1776 GROUT ADMIX PLUS & AQUAMIX GROUT SEALER. INSTALL PER TCA F122 -2K. INSTALL QUARTER TURNED. ALTERNATE #1 ARMSTRONG STANDARD STANDARD EXCELON. IMPERIAL TEXTURE. [ALTERNATE VCT FLOORING REQUIRES PSP'S APPROVAL. VCT FLOOR ONLY TO BE VCT -1 COLOR: SMOKEY BROWN 51868. CONSIDERED WHEN RESINOUS FLOORING WILL NOT WORK DUE TO EXISTING SITE FLOOR CONDITIONS.] ALTERNATES FOLLOW MANUFACTURERS INSTALLATION ALTERNATE #2 DESIGN STEP ENTRANCE CARPET TILE INSTRUCTIONS CPT -1 IMPACE SPECIALTIES PATTERN: POWERPOINT COLOR: WROUGHT IRON [ALTERNATE CARPET TILE FLOORING REQUIRES PSP'S APPROVAL. POTENTIAL FLOOR LOCATIONS: VESTIBULE.] STAIN S-1 MINWAX 241 FRUITWOOD LAMINATE L-1 WILSONART 4841-60, DESERT ZEPHYR SLAT -WALL: 4x8 SHEETS WITH SLATS @ 3" O.C.PROVIDE MATCHING LAMINATE FILLER STRIPS IN REVEAL ACOUSTICAL CEILING FINISH SCHEDULE ITEM NO. GRID TILE MANUF. REMARKS 15/16" GRID, MEDIUM TEXTURED PANEL, FINE FISSURED #932,24" X 48" X 5/8" DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. CEILING TILE. NON -DIRECTIONAL FISSURED SQUARE EDGE. ARMSTRONG COLOR: WHITE. WORK BY GC AND OWNER'S VENDORS IS COMPLETE. ACT -1 _ ACT -2 15/16" DONN DX GRID. MEDIUM TEXTURED PANEL, "F" FISSURED, 24" X 48" X 3/4" CEILING USG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. TILE. SQUARE EDGE. COLOR: WHITE. WORK BY GC AND OWNER'S VENDORS IS COMPLETE. 15/16" GRID. SMOOTH TEXTURE PANEL, CLEAN ROOM VL #870,24" X 48" X 5/8" CEILING TILE. NON -DIRECTIONAL, SQUARE EDGE. COLOR: WHITE ARMSTRONG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. (VINYL FACE) WORK BY GC AND OWNER'S VENDORS IS COMPLETE. 15/16" DONN DX GRID. SHEET ROCK LAY -IN CEILING TILE CLIMAPLUS VINYL, SQUARE DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. EDGE 24" X 48" X 1/2" CEILING TILE #3270, COLOR: WHITE (VINYL USG FACE) WORK BY GC AND OWNER'S VENDORS IS COMPLETE. �a M Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEW • • Drawn By: GGW Project No.: 151'79 V O W nnn(nn W W Dz0)M �Qa.�-N {�aZN n�05 lul LL V W > C3 m = Q U Jia W > z co V J P Q z J T- F_ J N O Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A9m1 SECTION 150000 - BASIC MECHANICAL REQUIREMENTS PART1 GENERAL A. GENERAL CONDITIONS OTHER CONTRACT DOCUMENTS 1. -I HE GENERAL CONDITIONS AND OTHER CONTRACT DOCUMENTS AS SET FORTH HEREBY ARE TO BE INCORPORATED INTO AND BECOME A PART OF THE SPECIFICATIONS FOR THE WORK UNDER THIS DIVISION. B. CODES AND PERMITS 1. COMPLY WITH RULES, REGULATIONS OF STATE, COUNTY, AND CITY AUTHORITIES HAVING JURISDICTION OVER THE PREMISES, INCLUDING SAFETY REQUIREMENTS OF OSHA. DO NOT CONSTRUE THIS AS RELIEVING CONTRACTOR FROM COMPLYING WITH SPECIFICATIONS WHICH EXCEED CODE REQUIREMENTS AND NOT IN CONFLICT THEREWITH. 2. SECURE AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED. MAKE PAYMENTS TO ALL PUBLIC UTILITIES FOR WORK PERFORMED BY THEM IN PROVIDING SERVICE CONNECTIONS. C. LOCAL CONDITIONS 1. VISIT SITE, BECOME FAMILIAR WITH CONDITIONS AFFECTING THIS WORK. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. THIS CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF HIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. D. DRAWINGS 1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. 2. THE DRAWINGS ARE SCHEMATIC ONLY AND ARE INTENDED TO SHOW THE APPROXIMATE LOCATIONS. DO NOT SCALE. E. SHOP DRAWINGS 1. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON THE ITEMS OF EQUIPMENT AND SYSTEMS AS NECESSARY TO CLEARLY SHOW EQUIPMENT AND CONSTRUCTION. F. SUPERVISION 1. THIS CONTRACTOR SHALL HAVE IN CHARGE OF THE WORK, A COMPETENT SUPERINTENDENT WITH EXPERIENCE IN THE WORK TO BE INSTALLED UNDER THIS CONTRACT. G. COORDINATION 1. THIS CONTRACTOR SHALL COORDINATE HIS WORK AND COOPERATE WITH THE OTHER CONTRACTORS. HE SHALL ARRANGE HIS WORK WITH THEIRS SO THAT THERE WILL BE NO DELAY IN THE PROPER INSTALLATION. 2. EXAMINE WORK OF OTHER TRADES WHICH COMES IN CONTACT WITH OR IS COVERED BY THIS WORK. DO NOT ATTACH TO, COVER, OR FINISH AGAINST ANY DEFECTIVE WORK, OR INSTALL WORK OF THIS DIVISION IN A MANNER WHICH WILL PREVENT OTHER TRADES FROM PROPERLY INSTALLING THEIR WORK. CONSULT ALL DRAWINGS, SPECIFICATIONS AND DETAILS OF OTHER DIVISIONS OF THE WORK. H. GUARANTEE AND WARRANTIES 1. WARRANT THAT EQUIPMENT AND ALL WORK IS INSTALLED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE AND THAT ALL EQUIPMENT WILL MEET REQUIREMENTS SPECIFIED, ANY EQUIPMENT FAILING TO PERFORM OR FUNCTION AS SPECIFIED SHALL BE REPLACED WITH COMPLYING EQUIPMENT, WITHOUT COST TO THE OWNER. 2. GUARANTEE AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS; MAKE GOOD REPAIR OR REPLACE ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WITHIN ONE YEAR FROM DATE OF ACCEPTANCE. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SECTION 150500 - BASIC MECHANICAL MATERIALS AND METHODS PART1 GENERAL A. REFER TO INDIVIDUAL PIPING SYSTEM SPECIFICATION SECTIONS FOR PIPE, FITTING, JOINING MATERIALS AND METHODS. PIPE THREADS SHALL COMPLY WITH ASME 131.20.1 FOR FACTORY -THREADED PIPE AND PIPE FITTINGS. B. FURNISH AND INSTALL MANUFACTURED ESCUTCHEONS FOR EXPOSED WALL AND CEILING PENETRATIONS. INSTALL DIELECTRIC UNIONS WHEREVER JOINING DISSIMILAR METALS TO PREVENT GALVANIC ACTION AND CORROSION. C. FURNISH AND INSTALL SLEEVES FOR WALL, FLOOR SLAB AND ROOF PENETRATIONS VVITH A MIN. TWO SIZES LARGER THAN PIPE OR INSULATION: STEEL PIPE: ASTM A53, GRA, SCH. 40 GALV. PLAIN ENDS. PVC PLASTIC PIPE: ASTM D1785, SCH. 40. D. FURNISH AND INSTALL EQUIPMENT NAMEPLATES IDENTIFYING UNIT NUMBER AND AREA SERVICED BY UNIT. PIPING SYSTEMS SHALL HAVE SNAP-ON PLASTIC PIPE MARKERS TO INDICATE SERVICE AND FLOW DIRECTION. E. INSTALL PIPING FREE OF SAGS AND BENDS TIGHT TO SLABS, TRUSSES, JOISTS, COLUMNS, WALLS, AND OTHER BUILDING COMPONENTS. ALLOW SUFFICIENT SPACE ABOVE REMOVABLE LAY -IN CEILINGS FOR PANEL REMOVAL. F. REFER TO DIVISION 9 SECTION "PAINTING" FOR FIELD PAINTING REQUIREMENTS. G. VALVES: 1. BALL VALVES, 2" AND SMALLER: RATED FOR 400 PSI WOG - TWO PIECE CONSTRUCTION WITH TEFLON SEATS AND SEALS. VALVES SHALL BE NIBCO MODEL S -580 -BR OR APPROVED EQUAL. 2. PLUG VALVES, 2 1/2" AND LARGER: RATED AT 175 PSI WOG, LUBRICATED PLUG TYPE, SEMI -STEEL BODY, WRENCH OPERATED VVITH FLANGED ENDS. VALVES SHALL BE NORDSTROM 143 OR APPROVED EQUAL. 3. CHECK VALVES, 2" AND SMALLER: RATED AT 200 PSI WOG, CAST BRONZE BODY, HORIZONTAL SWING, Y -PATTERN AND BRONZE DISC. VALVES SHALL BE NIBCO MODEL S413 OR APPROVED EQUAL. 4. OTHER APPROVED MANUFACTURES: CRANE, HAMMOND, JAMESBURY, JENKINS, KEYSTONE, POWELL, STOCKHAM, AND WATTS. H. HANGERS AND SUPPORT COMPONENTS SHALL BE FACTORY FABRICATED OF MATERIALS, DESIGN AND MANUFACTURER COMPLYING WITH MSS SP -58. 1. DOMESTIC WATER PIPING 2 1/2" DIA. AND SMALLER: GRINNELL FIG. NO. CT -69 TUBING HANGER WITH FIG NO. 167 PROTECTION SHIELD. 2. STORM/SANITARY WASTE AND VENT PIPING: GRINNELL FIG. NO. 260 ADJ STEEL CLEVIS HANGER FOR HORIZONTAL PIPING, GRINNEL FIG. NO. 261 STEEL RISER CLAMP FOR VERTICAL PIPING WHERE PIPING IS SUPPORTED FORM OVERHEAD WOOD TRUSSES, USE GRINNELL FIG. NO. 153 PIPE HANGER FLANGE. 3. HANGER RODS SHALL BE ASTM A-107 CONTINUOUS THREADED WITH THE FOLLOWING LOADING: 3/8" - 610 LBS., 1/2" - 1130 LBS., 5/8" - 1810 LBS. AND 3/4" - 2710 LBS. 4. HANGER SPACING AS FOLLOWS: a. STEEL PIPE - AT INTERVALS NOT EXCEEDING 12'-0". b. COPPER PIPE - 1 1/4" AND SMALLER 6'-0" INTERVALS 1 1/2" AND LARGER 10'-0" INTERVALS. c. CAST IRON PIPE -AT INTERVALS NOT EXCEEDING 10'-0". d. PLASTIC SCH. 40 PIPE - AT INTERVALS NOT EXCEEDING 4'-0". 5. HANGERS MANUFACTURED BY FEE AND MASON, B LINE AND HYDRA-ZORB ARE ALSO ACCEPTABLE. 6. MISCELLANEOUS STEEL PLATES, SHAPES AND BARS: ASTM A36. I. PIPE SUPPORTS: 1. COPPER TUBING: ADJUSTABLE STEEL CLEVIS HANGER, B -LINE 33104CT. 2. UNINSULATED PIPING: ADJUSTABLE STEEL CLEVIS HANGER, B -LINE 83104 OR 83100. 3. INSULATED HOT PIPING (2 INCH AND SMALLER): ADJUSTABLE STEEL CLEVIS HANGER WITH GALVANIZED SHEET METAL SHIELD, B -LINE B3100 WITH B3151 SERIES. 4. INSULATED COLD PIPING (4 INCH AND SMALLER): ADJUSTABLE STEEL CLEVIS HANGER WITH GALVANIZED SHEET METAL SHIELD, B -LINE B3100 WITH B3151 SERIES. 5. PLASTIC PIPING: ADJUSTABLE V -BOTTOM STEEL CLEVIS HANGER WITH GALVANIZED 18 GAUGE CONTINUOUS SUPPORT CHANNEL, B -LINE B3106 WITH B3106V SERIES. MANUFACTURERS: B -LINE, ANVIL (GRINNELL), MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. J. MJLTIPLE OR TRAPEZE HANGERS: 12 GAUGE, ROLL FORMED, ASTM A570 GRADE 33 STRUCTURAL STEEL CHANNEL, 1 5/8 INCH X 1 5/8 INCH COATED STEEL CHANNELS WITH SPACERS AND HANGER RODS, B -LINE B22 STRUT OR STRONGER AS REQUIRED. MOUNT PIPES TO TRAPEZE WITH TVVO-PIECE PIPE STRAPS SIZED FOR OUTSIDE DIAMETER OF PIPE/INSULATION, B -LINE B2000 SERIES. MANUFACTURERS: B -LINE, UNISTRUT, SUPERSTRUT OR APPROVED EQUAL. K. WALL SUPPORT: (PIPE SIZES TO 3 INCH): CARBON STEEL HOOK, B -LINE B3191, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. L. VERTICAL SUPPORT: STEEL RISER CLAMP SIZED TO FIT OUTSIDE DIAMETER OF PIPE, B -LINE B3373, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. M. FLOOR SUPPORT (HOT PIPE SIZES TO 6 INCH AND ALL COLD PIPE SIZES): CARBON STEEL ADJUSTABLE PIPE SADDLE (SCREWED OR WELDED TO APPROPRIATE BASE STAND) AND NIPPLE ATTACHED TO STEEL BASE STAND SIZED FOR PIPE ELEVATION, B -LINE B3093, B3088T, B3090 OR 83088, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. N. HANGERS SHALL BE DESIGNED TO IMPEDE DISENGAGEMENT BY MOVEMENT OF SUPPORTED PIPE. 0. PROVIDE STONEMAN TRISOLATORS OR EQUIVALENT OR 1/4 INCH THICK HAIR FELT AT ALL COPPER PIPE HANGERS OR SUPPORTS, EXCEPT NONE REQUIRED FOR INSULATED HOT PIPES. P. HANGERS AND CLAMPS FOR SUPPORT OF BARE COPPER TUBING SHALL BE COATED WITH COPPER -COLORED EPDXY PAINT. AN ADDITIONAL PVC COATING OF THE EXPOY-COATED HANGER SHALL BE APPLIED WHERE REQUIRED BY THE TENANT'S AUTHORIZED REPRESENTATIVE Q. HANGERS FOR OTHER THAN BARE COPPER PIPING SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633-SC3 OR SHALL HAVE AN ELECTRO -DEPOSITED GREEN EPDXY FINISH. R. STRUT CHANNELS SHALL BE PRE -GALVANIZED IN ACCORDANCE WITH ASTM A653 -G90 OR HAVE AN ELECTRO -DEPOSITED EPDXY FINISH. S. ROOF SUPPORTS FOR PIPE SIZES TO 3 INCH: POLYCARBONATE RESIN ROLLER AND NYLON ROD SITUATED IN A POLYCARBONATE RESIN BASE, "U" SHAPED CRADLE, GUIDE HOLES PROVIDED FOR MOUNTING STRAP (USING 1/2 INCH #10 SCREWS) AND SPACERS AS REQUIRED, SPACED MAXIMUM 10'-0" ON CENTER, MIRO 24-R OR APPROVED EQUAL. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SECTION 152500 - MECHANICAL INSULATION PART1 GENERAL 1. FURNISH AND INSTALL INSULATION FOR DUCTWORK AND PIPING AS DESCRIBED IN CONTRACT DOCUMENTS. SUBMIT PRODUCT DATA FOR EACH TYPE OF MECHANICAL INSULATION FOR THE DATA FOR EACH TYPE OF MECHANICAL INSULATION FOR THE PROJECT, IDENTIFYING R -VALUE, THICKNESS, AND ACCESSORIES. 1. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS. 2. SCHEDULE INSULATION APPLICATION AFTER DUCT AND PIPING TESTS HAVE BEEN COMPLETED. PART 2 PRODUCTS 1. GLASS FIBER: INORGANIC GLASS FIVERS, BONDED WITH A THERMOSETTING RESIN. a. BLANKET: 1-1/2" THICK WITH ALUMINUM FOIL SCRIM KRAFT FACING AND 1 LB/CU. FT. DENSITY. OWENS-CORNING FRK. b. PREFORMED PIPE INSULATION: 1" THICK WITH REINFORCED ALL SERVICE VAPOR RETARDER JACKETING. OWENS-CORNING FIBERGLASS ASJ. c. DUCT LINER: 1" THICK COATED VVITH A BLACK PIGMENTED FIRE-RESISTANT COATING ON THE AIRSTREAM SIDE AND 1-1/2 LB./CU. FT. DENSITY. OWENS-CORNING AEROFLEX. d. OTHER APPROVED MANUFACTURES: CERTAINTEED, KNAUF, AND MANVILLE. PART 3 EXECUTION 1. SELECT ACCESSORIES COMPATIBLE WITH MATERIALS SUITABLE FOR THE SERVICE THAT DO NOT CORRODE, SOFTEN, OR OTHERWISE ATTACK THE INSULATION OR JACKET. 2. SLIP INSULATION ON THE COLD AND HOT WATER PIPE AND SEAL JOINTS WITH ADHESIVE. WHERE THE SLIP ON TECHNIQUE IS NOT POSSIBLE, CUT ONE SIDE LONGITUDINALLY AND APPLY TO THE PIPE. SEAL SEAMS AND JOINTS WITH ADHESIVE. 3. INSULATE FINISHED PLUMBING LINES TO FIXTURES ACCESSIBLE TO THE DISABLED WITH 3/8" ARMSTRONG ARMAFLEX OR EQUAL. 4. DUCTWORK APPLICATION: a. ALL RETURN AIR DUCTWORK IS TO BE LINED WITH DUCT LINER. b. ALL SUPPLY DUCTWORK LOCATED IN CONCEALED AREAS OR ABOVE= THE CEILING IS TO BE WRAPPED WITH BLANKET INSULATION. THE FIRST 15'-0" OF THE SUPPLY DUCTWORK FROM THE ROOFTOP UNIT IS TO BE LINED WITH DUCT LINER. WRAP INSULATION CAN BE OMITTED ON SECTIONS OF DUCTWORK INSTALLED WITH DUCT LINER. c. ALL SUPPLY DUCTWORK IN STOCKROOM IS TO BE UN -INSULATED. d. FOR THE EXPOSED DUCTWORK IN THE SALES AREA, THE FIRST 15'-0" OF THE SUPPLY DUCTWORK FROM THE ROOFTOP UNIT IS TO BE LINED WITH DUCT LINER. IF CONCENTRIC DIFFUSERS ARE MOUNTED DIRECTLY BELOW THE ROOFTOP UNIT, ALL OF THE SUPPLY DUCTWORK SHOULD BE LINED TO THE CONCENTRIC DIFFUSERS. 5. DOMESTIC COLD AND HOT WATER PIPING IS TO BE INSULATED WITH 1" PREFORMED PIPE INSULATION. END OF SECTION SECTION 154100 - PLUMBING PIPING PART1 GENERAL 1. FURNISH AND INSTALL PLUMBING PIPING AS SHOWN ON DWGS. 2. FURNISH AND INSTALL WATER METER (IF REQUIRED) IN COMPLIANCE WITH THE LOCAL WATER UTILITY COMPANY'S STANDARDS. A. SUMMARY 1. THIS SECTION INCLUDES PLUMBING PIPING SYSTEMS AS SHOWN ON DWGS. AND CONNECTING INTO SYSTEMS AS REQUIRED. SYSTEMS INCLUDE THE FOLLOWING: a. POTABLE WATER DISTRIBUTION, INCLUDING COLD AND HOT WATER SUPPLY. b. DRAINAGE AND VENT SYSTEMS, INCLUDING SANITARY AND STORM. PART 2 PRODUCTS A. DOMESTIC WATER PIPING SYSTEMS 1. ALL ABOVE -GROUND PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. 2. SWEAT COPPER JOINTS WITH 95/5 TIN -ANTIMONY SOLDER FOR ABOVE GROUND PIPING. B. SOIL, WASTE, AND VENT PIPING 1. PIPE AND FITTINGS a. ABS (ASTM D266) OR PVC (ASTM D2665) PLASTIC PIPE & FITTINGS. PROVIDE APPROVED CLEANER & GLUE FOR ABS OR PVC FITTINGS. b. VENT PIPING SHALL BE TYPE "L" HARD COPPER WITH WROUGHT COPPER FITTINGS OR STEEL PIPING WITH NO HUB CONNECTIONS WHERE RETURN AIR PLENUM IS UTILIZED. PART 3 EXECUTION A. VALVES 1. SECTIONAL VALVES: INSTALL SECTIONAL VALVES CLOSE TO MAIN ON EACH BRANCH OR EQUIPMENT CONNECTIONS AND WHERE INDICATED. USE BALL VALVES FOR SECTIONAL VALVES 2 INCHES AND SMALLER. 2. SHUTOFF VALVES: INSTALL SHUTOFF VALVES ON INLET TO EACH PLUMBING EQUIPMENT ITEM, ON EACH SUPPLY TO EACH PLUMBING FIXTURE NOT HAVING STOPS ON SUPPLIES, AND ELSEWHERE AS INDICATED. FOR SHUTOFF VALVES 2 INCHES AND SMALLER, USE BALL VALVES, B. CONNECTIONS 1. SUPPLY RUNOUTS TO FIXTURES: INSTALL HOT AND COLD WATER SUPPLY PIPING RUNOUTS OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE TO FIXTURES. 2. DRAINAGE RUNOUTS TO FIXTURES: PROVIDE DRAINAGE AND VENT PIPING RUNOUTS, WITH APPROVED TRAP, OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE, TO PLUMBING FIXTURES AND DRAINS. C. FIELD QUALITY CONTROL 1. INSPECT WATER DISTRIBUTION PIPING AND DRAINAGE PIPING. a. DO NOT ENCLOSE, COVER, OR PUT INTO OPERATION WATER DISTRIBUTION PIPING SYSTEM UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2. TEST WATER DISTRIBUTION PIPING AS FOLLOWS.- a. OLLOWS:a. TEST FOR LEAKS AND DEFECTS IN NEW WATER DISTRIBUTION PIPING SYSTEM. b. CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE TWICE THE OPERATING PRESSURE WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW TO STAND FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED. c. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. 3. DRAINAGE AND VENT PIPING TEST: a. TEST DRAINAGE AND VENT SYSTEM ACCORDING TO PROCEDURES OF AUTHORITY HAVING JURISDICTION. END OF SECTION SECTION 154400 - PLUMBING FIXTURES PART1 GENERAL 1. PROVIDE PLUMBING FIXTURES AND TRIM, FITTINGS, OTHER COMPONENTS AND SUPPORTS AS SPECIFIED ON THE DRAWINGS IN THE PLUMBING FIXTURE SCHEDULE. 2. FAUCETS: UNLESS OTHERWISE SPECIFIED, PROVIDE FAUCETS THAT ARE CAST BRASS WITH POLISHED CHROME -PLATED FINISH, 3. FURNISH WALL CARRIERS FOR THE FOLLOWING FIXTURES.- a. IXTURES:a. WALL HUNG LAVATORIES AND SINKS PART 2 PRODUCTS 1. ORDER PRODUCTS AS INDICATED ON DRAWINGS. 2. INSPECT EACH INSTALLED FIXTURE FOR DAMAGE. REPLACE DAMAGED FIXTURES AND COMPONENTS. 3. SUBMIT SHOP DRAWINGS TO DESIGNER FOR SUBSTITUTION APPROVAL. PART 3 EXECUTION 1. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED AND MALFUNCTIONING FIXTURES, FITTINGS, AND CONTROLS. 2. ADJUST WATER PRESSURE AT FAUCETS, AND FLUSHOMETERS HAVING CONTROLS, TO PROVIDE PROPER FLOW AND STREAM. 3. REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. 4. CLEAN FIXTURES, FITTINGS, AND SPOUT AND DRAIN STRAINERS WITH MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS. 5. PROVIDE PROTECTIVE COVERING FOR INSTALLED FIXTURES AND FITTINGS. 6. DO NOT ALLOW USE OF FIXTURES AS TEMPORARY FACILITIES. END OF SECTION SECTION 154600 - PLUMBING EQUIPMENT PART1 GENERAL A. THIS SECTION INCLUDES DOMESTIC WATER HEATERS 1. TANKLESS RACK SYSTEM WALL MOUNTED GAS WATER HEATER. 2. SMALL ELECTRIC DOMESTIC WATER HEATER. PART 2 PRODUCTS A. TANKLESS RACK SYSTEM 1. PROVIDE TANKLESS RACK SYSTEM OF SIZE, FLOW RATE AND TEMPERATURE RISE AS SPECIFIED ON THE DRAWINGS. 2. TO BE CONSTRUCTED OF MARINE GRADE POWDER COATED ALUMINUM. 3. WATER AND GAS PIPING MANIFOLD ASSEMBLED AT MANUFATURER'S FACTORY AND DELIVERED TO THE JOBSITE SUCH THAT ONLY FINAL CONNECTIONS ARE REQUIRED ONSITE. 4. UNIT'S WATER TRUNK LINES ARE CONSTRUCTED OF TWO (2) 2-1/2" DIAMETER RIGID COPPER. UNIT'S GAS LINE IS 1-1/4" - 1-1/2" DIA NPT POWDER COATED SCHEDULE 40 STEEL. SPECIFY SIZE WHEN ORDERING. 5. CONCENTRIC VENTING SYSTEM IS PROVIDED BY THE MANUFACTURER AND SHIPED LOOSE TO BE INSTALLED BY THE CONTRACTOR ON SITE. SPECIFY LENGTH WHEN ORDERING. 6. B. ELECTRIC DOMESTIC WATER HEATER: PROVIDE COMMERCIAL ELECTRIC WATER HEATERS OF SIZE, CAPACITY AND ELECTRICAL CHARACTERISTICS AS SCHEDULED ON THE DRAWINGS. COMPLY WITH ANSI/ASHRAE/IES 90A FOR ENERGY EFFICIENCY. PROVIDE UL LISTING, AND NSF APPROVAL. 1. TANK: HEAVY -GAUGE STEEL TANK; WORKING PRESSURE OF 150 PSIG; ACCESS PANEL; GLASS LINING FUSED TO THE TANK. 2. JACKET: INSULATE TANK WITH CFC -FREE POLYURETHANE CLOSED CELL FOAM OR FIBERGLASS INSULATION. PROVIDE OUTER STEEL JACKET WITH BAKED ENAMEL FINISH OVER BONDED UNDERCOATING. 3. HEAVY-DUTY, MEDIUM WATT DENSITY, WITH INCOLOY SHEATH, THERMOSTAT STEPPED THROUGH MAGNETIC CONTACTORS. 4. CONTROLS: ADJUSTABLE IMMERSION THERMOSTAT; POWER CIRCUIT FUSING; PILOT LIGHT AND SWITCH CONTROLLING CONTROL CIRCUIT. 5. SAFETY CONTROLS: DOUBLE POLE, MANUAL RESET, HIGH LIMIT; PROBE TYPE ELECTRIC LOW WATER CUTOFF; BOTH FACTORY WIRED. 6. ACCESSORIES: PROVIDE FACTORY -INSTALLED DIELECTRIC NIPPLES; TOP- OR SIDE -MOUNTED PRESSURE AND TEMPERATURE RELIEF VALVE (3/4 INCH, ASME RATED TO DISCHARGE AT 210°F/125 PSIG); BRASS DRAIN VALVE; STEEL LEGS; RADIANT FLOOR SHIELD; ALUMINUM DRAIN PAN (SIZED A MINIMUM OF 4 INCHES GREATER IN DIAMETER THAT THE TANK). 7. WARRANTY: FURNISH SIX YEAR LIMITED WARRANTY FOR TANK LEAKAGE. 8. MANUFACTURERS: LOCHINVAR, A.O. SMITH, RHEEM/RUUD OR STATE. B. EXPANSION TANK: 1. PROVIDE THERMAL EXPANSION TANK OF THE SIZE AND CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE HIGH-STRENGTH DEEP DRAWN STEEL TANK; SEPARATE, SEALED -IN RIGID POLYPROPYLENE LINER; HEAVY-DUTY BUTYL DIAPHRAGM BARRIER; ADJUSTABLE, FACTORY -CHARGED, SEALED AIR CUSHION; NST THREADED CONNECTION; AIR CHARGING VALVE WITH PROTECTIVE CAP. UNIT SHALL BE SUITABLE FOR POTABLE WATER USAGE. 2. MANUFACTURERS: AMTROL, WATTS OR TACO. PART 3 EXECUTION - NOT USED END OF SECTION SECTION 158000 - POWER VENTILATORS PART1 GENERAL 1. INSTALL POWER VENTILATORS AS DESCRIBED IN CONTRACT DOCUMENTS. PART 2 PRODUCTS 1. AS SCHEDULED ON DRAWINGS. OTHER APPROVED MANUFACTURERS INCLUDE BROAN, CARNES, GREENHECK, AND PENN. 2. CEILING MOUNTED EXHAUST FANS SHALL BE ACOUSTICALLY INSULATED WITH A SOUND LEVEL RATING OF 4.6 SONES MAXIMUM. PROVIDE EXHAUST GRILLE, SHATTERPROOF BACK DRAFT DAMPER, ROOF CAP AND RUBBER - IN SHEAR VIBRATION ISOLATORS. PART 3 EXECUTION 1. INSTALL FANS LEVEL AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SECURE UNITS TO STRUCTURE OR CURB. 2. CHECK EXHAUST FANS FOR ANYTHING THAT WILL AFFECT ITS OPERATION AND TAKE CORRECTIVE ACTION BEFORE START-UP. END OF SECTION SECTION 159000 - METAL DUCTWORK PART1 GENERAL 1. FURNISH AND INSTALL RECTANGULAR AND ROUND METAL DUCTS AND PLENUMS FOR HVAC SYSTEMS PER THE CONTRACT DOCUMENTS. 2. FURNISH AND INSTALL DUCT LINER IN ALL RETURN AIR DUCTWORK. MAINTAIN AIR WAY DIMENSIONS ON DRAWINGS. 3. COMPLY WITH NFPA 90A, "STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEM." PART 2 PRODUCTS 1. FABRICATE DUCTS OF LOCK FORMING QUALITY, ASTM A 527, COATING DESIGNATION G90, IN CONFORMANCE WITH ALL "SMACNA" STANDARDS. PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED SURFACES OF DUCTS EXPOSED TO VIEW. SEAL JOINTS AND SEAMS WITH UNITED DUCT SEAL OR EQUAL. 2. SEE SECTION 152500 FOR DUCT LINER SPECIFICATION. 3. VOLUME DAMPERS IN MAIN AND BRANCH DUCTS SHALL BE FACTORY FABRICATED MULTIPLE OPPOSED BLADE DESIGN WITH STANDARD LEAKAGE RATING, LOCKING QUADRANT AS MANUFACTURED BY AIR CONTROL PRODUCTS TCD -OB OR EQUAL. 4. FIRE DAMPERS SHALL BE "RUSKIN" IBD2 TYPE B, 165°F FUSIBLE LINK, 1 1/2" HOUR RATED, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR AS REQUIRED BY LOCAL BUILDING CODE. REGULATIONS. 5. DUCT HANGERS SHALL BE 1" X 18 GA. GALV. STEEL STRAPS SPACED NOT MORE THAN 8 FT. APART. 6. PROVIDE TURNING VANES IN ALL S.A. AND R.A. ELBOWS. TURNING VANES SHALL BE SINGLE BLADE VANES WIl H TRAILING EDGE, 1-1/4" WIDE VANE RAIL. 7. FLEXIBLE DUCTS SHALL COMPLY VVITH U.L. 181, CLASS I, FACTORY - FABRICATED, INSULATED ROUND DUCT WITH AN OUTER GLASS -REINFORCED SILVER MYLAR JACKET ENCLOSING 1-1/2" THICK GLASS FIBER INSULATION AROUND A CONTINUOUS INNER LINER. REINFORCEMENT SHALL BE A STEEL -WIRE HELIX ENCAPSULATED IN THE POLYETHYLENE FILM INNER LINER. 8. MAXIMUM FLEXIBLE DUCT RUN TO BE 5'-0". PART 3 EXECUTION 1. CONSTRUCT AND INSTALL EACH DUCT SYSTEM FOR THE SPECIFIC DUCT PRESSURE CLASSIFICATION INDICATED PER SMACNA AND LOCAL CODE. INSTALL DUCTS CLOSE TO WALLS, OVERHEAD CONSTRUCTION, COLUMNS, AND OTHER PERMANENT ELEMENTS OF THE BUILDING. 2. ADJUST VOLUME CONTROL DAMPERS AS REQUIRED BY THE TESTING AND BALANCING PROCEDURES. VACUUM DUCT SYSTEMS PRIOR TO FINAL ACCEPTANCE. 3. ALL SUPPORTS FOR FLEXIBLE DUCT SHALL INCORPORATE A 1" WIDE BAND CLAMP. SUPPORT SYSTEM MUST NOT DAMAGE NEW DUCT OR CAUSE OUT OF ROUND SHAPE. MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 5'-0" 4. INSTALL ONLY RIGID METAL DUCTWORK WHERE IT IS EXPOSED TO VIEW. END OF SECTION SECTION 159500 - AIR OUTLETS AND INLETS PART1 GENERAL 1. INSTALL CEILING AIR DIFFUSERS AND GRILLES AS DESCRIBED IN CONTRACT DOCUMENTS. AIR OUTLETS AND INLETS SHALL COMPLY WITH ARI 650 STANDARD. PART 2 PRODUCTS 1. AS SCHEDULED ON DRAWINGS. OTHER APPROVED MANUFACTURER'S INCLUDE: ANEMOSTAT, CARNES, KRUEGER, TUTTLE AND BAILEY. 2. ALL DIFFUSERS SHALL HAVE BORDER STYLES COMPATIBLE WITH ADJACENT CEILING SYSTEMS. 3. REGISTERS, DIFFUSERS, AND GRILLES SHALL HAVE A SEMI -GLOSS WHITE ENAMEL FACTORY FINISH UNLESS NOTED OTHERWISE. PART 3 EXECUTION 1. INSTALL AIR OUTLETS AND INLETS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. COORDINATE LOCATION OF CEILING DIFFUSERS AND GRILLES WITH THE REFLECTED CEILING PLAN. ANCHOR SECURELY INTO OPENINGS. 2. CONTRACTOR TO TEMPORARILY INSTALL MERV-8 FILTER ON RETURN AIR INLET DURING CONSTRUCTION PERIOD. FILTER SHALL BE CHANGED WEEKLY DURING CONSTRUCTION. END OF SECTION SECTION 159900 - TESTING, ADJUSTING, AND BALANCING PART1 GENERAL A. GENERAL 1. FURNISH TESTING, BALANCING, AND ADJUSTING OF HEATING, COOLING AND EXHAUST SYSTEMS. TESTING AGENCY SHALL HAVE FIVE YEARS EXPERIENCE WITH PROJECTS OF SIMILAR SIZE AND SCOPE. 2. SUBMIT FOUR COPIES OF COMPLETE TEST DATA FOR EVALUATION AND APPROVAL. SUBMIT FORMS PREPARED BY AABC. 3. TEST, ADJUST, AND BALANCE THE AIR CONDITIONING SYSTEM DURING THE SUMMER SEASON AND HEATING SYSTEM DURING THE WINTER SEASON. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 1. PERFORM TESTING AND BALANCING IN COMPLETE ACCORDANCE WITH THE ASSOCIATED AIR BALANCE COUNCIL "STANDARDS FOR FIELD MEASUREMENTS AND INSTRUCTIONS." 2. INSTRUMENTS USED BY AGENCY SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. 3. AIR TESTING AND BALANCING PROCEDURE a. CHECK FILTERS. DO NOT PROCEED WITHOUT CORRECT, CLEAN FILTERS. b. TEST AND ADJUST BLOWER RPM TO DESIGN REQUIREMENTS. c. TEST AND RECORD MOTOR FULL LOAD AMPS. d. TEST AND RECORD SUPPLY AIR, RETURN AIR AND EXHAUST AIR CFM, STATIC PRESSURES, SUCTION AND DISCHARGE. e. TEST AND RECORD ENTERING AND LEAVING AIR TEMPERATURES. BOTH HEATING AND COOLING. f. TEST AND ADJUST EACH DIFFUSER, GRILLE, AND REGISTER TO WITHIN 10% OF DESIGN REQUIREMENTS. IDENTIFY EACH DIFFUSER, GRILLE, AND REGISTER BY MANUFACTURER, TYPE, SIZE, AND COMPARISON BETWEEN REQUIRED CFM AND TESTED. B. REPORT IS PART OF THE REQUIRED CLOSEOUT PACKAGE AND MUST BE POSTED TO NATIONAL ACCOUNT VENDOR. END OF SECTION SECTION 159999 - FIRE SUPPRESSION PART1 GENERAL 1. FIRE PROTECTION HYDRONIC CALCULATIONS AND FLOW RATES SHALL BE PREPARED BY A CERTIFIED FIRE PROTECTION ENGINEER. 2. QUALITY STANDARD: NFPA 13 AND NFPA 70 3. OBSERVE ALL LANDLORD FIRE PROTECTION REQUIREMENTS. LANDLORD REQUIREMENTS SHALL SUPERCEDE ANY LISTED IN THIS SPECIFICATION. PART 2 PRODUCTS 1. PIPING BETWEEN FIRE -DEPARTMENT CONNECTION AND CHECK VALVES: STANDARD -WEIGHT STEEL PIPE WITH GROOVED -END OR THREADED END FITTINGS. 2. STANDARD -PRESSURE, WET -PIPE SPRINKLER SYSTEM NPS 2 AND SMALLER: STANDARD -WEIGHT OR SCHEDULE 30, BLACK -STEEL PIPE WITH THREADED OR GROOVED -END FITTINGS. 3. STANDARD -PRESSURE, WET -PIPE SPRINKLER SYSTEM NPS 2-1/2 AND LARGER: STANDARD -WEIGHT OR SCHEDULE 30, BLACK -STEEL PIPE WITH WELDED OR GROOVED -END FITTINGS. 4. STANDARD -PRESSURE, WET -PIPE SPRINKLER SYSTEM NPS 2-1/2 AND LARGER: STANDARD -WEIGHT OR SCHEDULE 10, BLACK -STEEL PIPE WITH WELDED FITTINGS. 5. SPRINKLER TYPES: 5.1. ROOMS WITHOUT CEILINGS: UPRIGHT SPRINKLERS 5.2. ROOMS WITH SUSPENDED OR HARD -LID CEILINGS: PENDENT SPRINKLERS PART 3 EXECUTION 1. INSTALL PIPING FREE OF SAGS AND BENDS 2. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. 3. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS AND FLOORS. 4. EXTERIOR WALL, PIPE PENETRATIONS: MECHANICAL SLEEVE SEALS INSTALLED IN STEEL OR CAST-IRON PIPES FOR WALL SLEEVES. 5. INSTALL EQUIPMENT TO ALLOW MAXIMUM POSSIBLE HEADROOM UNLESS SPECIFIC MOUNTING HEIGHTS ARE INDICATED. 6. INSTALL EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, UNLESS OTHERWISE INDICATED. END OF SECTION ri 11 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date (Issue 02-15-I6 PERMIT • TENANT REVIEA • • • • 11 Drawn By: .JRG Project No.: 151-7q O W nn� W () V _Z FL CL O C0 F_ Z ci J m NLIL V Q m r CM r HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com mpto MECHANICAL & PLUMBING SPECIFICATIONS ROUND DUCT THRU ROOF. INSTALL DUCT COLLAR OVER SLEEVE. 18 GA GALV STEEL SLEEVE. I N Cl) MECHANICAL SYMBOL LEGEND SUPPLY REGISTER RETURN GRILLE SUPPLY AIR RETURN AIR VOLUME DAMPER FIRE DAMPER GENERAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR ELECTRICAL CONTRACTOR ABOVE FINISHED FLOOR EXISTING TO REMAIN THERMOSTAT SENSOR SMOKE DETECTOR TEST STATION SMOKE DETECTOR TEST STATION L BIRDSCREEN. FLASHING AND COUNTER FLASHING 18 GA GALV STEEL COVER. "PATE" PC -2 INSULATED ROOF CURB PROVIDED BY MECHANICAL CONTRACTOR. CONTRACTOR MUST VERIFY ALL CLEARANCES AND DIMENSIONS 4"x4N %6" ANGLE FRAME AROUND IN FIELD OPENING. ALL WELDED CONSTRUCTION (TYP). COORDINATE OPENING SIZES W/PLAN. SPRINKLER CONTRACTOR TO ADJUST HEADS AS NECESSARY TO PROVIDE PROPER COVERAGE 02 1 ROOF GOOSENECK DETAIL I SCALE: N.T.S. 01 1 MECHANICAL PLAN CODED NOTES Q 1. INSTALL AND VVIRE NEW 7 -DAY PROGRAMMABLE THERMOSTAT WITH REMOTE SENSOR FOR EACH HVAC UNIT. SENSOR SHALL BE LOCATED ON COLUMN OR WALL IN SALES FLOOR AND THERMOSTAT TO BE LOCATED IN OFFICE. MOUNT TEMPERATURE SENSOR ON COLUMN OR WALL AT 8'-0" ABOVE FINISHED FLOOR WITH LOCKED, VENTED, METAL OR PLASTIC ENCLOSURE. COORDINATE EXACT LOCATION WITH ARCHITECT AND OWNER PRIOR TO ROUGH -IN. PROVIDE CONTROL WIRING AS REQUIRED. 2. CONTRACTOR TO VERIFY FACTORY MOUNTED SMOKE DETECTOR HAS BEEN INSTALLED IN RETURN AIR DUCT. WIRING BY ELECTRICAL CONTRACTOR TO SHUT DOWN CORRESPONDING AIR HANDLING UNIT UNDER ALARM CONDITIONS. ALL WIRING SHALL BE IN CONDUIT PER N.E.C. SMOKE DETECTOR SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM (VERIFY WITH E.C. PRIOR TO ORDERING) . INSTALL IN ACCESSIBLE LOCATION FOR PROPER MAINTENANCE. 3. MECHANICAL CONTRACTOR TO MOUNT SMOKE DETECTOR REMOTE KEY STATUS AND TEST STATIONS (WITH AUDIO AND VISUAL ALARM) NEXT TO UNIT THERMOSTAT. M.C. TO INDICATE DETECTOR SERVING ROOFTOP UNIT. ALL WIRING SHALL BE BY ELECTRICAL CONTRACTOR IN CONDUIT PER N.E.C. REMOTE STATION SHALL BE A SYSTEM SENSOR MODEL SSK451 OR EQUAL. 4. ROOF MOUNTED EXHAUST FAN. SEE DETAIL AND SCHEDULE FOR REQUIREMENTS. 5. EXTEND FACTORY PROVIDED CONCENTRIC VENT FROM TANKLESS WATER HEATER THRU ROOF. CONFIRM LENGTH PRIOR TO ORDERING. 6. UNDERCUT DOOR 3/4" FOR MAKE UP AIR. COORDINATE WITH DOOR SCHEDULE ON SHEET A8.0. 7. MANUAL VOLUME CONTROL DAMPERS SHALL BE LOCK -TYPE (TYPICAL FOR ALL). 8. EXHAUST FAN AND LIGHT COMBO LOCATIED IN CEILING. SEE ELECTRICAL DRAWINGS FOR EXACT LOCATION. 9. 8"0 EXHAUST AIR DUCT UP THRU ROOF. TERMINATE ON ROOF WITH GOOSE NECK AND BIRD SCREEN. INSTALL DUCT AS HIGH AS POSSIBLE TO ALLOW ACCESS TO FUTURE HOT WATER TANK. SEE PLUMBING PLAN FOR LOCATION OF TANK. 10. 30x20 RETURN AIR OPENING ON TOP OF RETURN AIR DUCT. SEE DETAIL ON M2.0 FOR MORE INFO. 11. MOUNT CARBON DIOXIDE SENSOR AT 5-0" A.F.F. ONE SENSOR SHALL CONTROL OUTDOOR AIR FLOW FROM RTU -1 AND RTU -2. ONE ADDITIONAL SENSOR SHALL CONTROL OUTDOOR AIR FLOW FROM RTU -3 AND RTU -4. 12. INSTALL DUCTWORK AS HIGH AS POSSIBLE TO ALLOW FOR HIGH LIGHTING INSTALLATION HEIGHT. DUCTWORK TO BE COORDINATED WITH WITH LIGHTING AND IS TO BE INSTALLED CENTERED BETWEEN LIGHTING ROWS. SEE ARCHITECTURAL PLANS FOR MORE DETAILS. 13. DUCT MOUNTED EXHAUST GRILLE SHALL BE CENTERED ABOVE SHELVING UNIT FOR FEEDER MICE. 14. PROVIDE UNIT HEATER IN STOCK ROOM. UNIT TO PAINT AT OVER HEAD DOOR. ENSURE DOOR DOES NOT BLOCK UNIT WHEN OPEN. EXTEND FLUE THRU ROOF. 15. 20x10 RETURN AIR OPENING ON TOP OF RETURN AIR DUCT. SEE DETAIL ON M2.0 FOR MORE INFO. GENERAL NOTES A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING PROCESS AND BE FAMILIAR WITH THE SCOPE OF WORK. B. MECHANICAL CONTRACTOR SHALL DISCONNECT, DISASSEMBLE, AND REMOVE EXISTING EQUIPMENT, ASSOCIATED DUCTWORK, DIFFUSERS, GRILLES, SUPPORTS, PIPING, AND ASSOCIATED CONTROLS, ETC., NOT OTHERWISE INDICATED TO BE REUSED ON DRAWINGS. ALL OPENINGS IN PIPING AND DUCTS THAT REMAIN SHALL BE PLUGGED/CAPPED AND PROPERLY SECURED. ANY EQUIPMENT DESIGNATED BY OWNER TO BE SALVAGED SHALL BE PROTECTED DURING DEMOLITION AND DELIVERED TO OWNER ON SITE; OTHERWISE, CONTRACTOR SHALL DISPOSE OF LEGALLY AS DIRECTED BY OWNER. C. MECHANICAL CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS OR TRANSITIONS WITH EQUIVALENT AREAS TO MATCH DUCT SIZES AS INDICATED ON DRAWINGS. D. CONTRACTOR SHALL BE FAMILIAR WITH OWNER'S STANDARDS, RULES AND REGULATIONS. ALL OWNER'S CRITERIA SHALL BE COMPLIED WITH AND INCLUDED IN THIS BID, E. ALL DUCTWORK SHALL BE INSTALLED TIGHT TO UNDERSIDE OF STRUCTURE OR AS HIGH AS POSSIBLE ABOVE FINISHED CEILING TO AVOID OBSTRUCTIONS. F. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. G. HVAC DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES ON ALL ELBOWS. H. ALL SUPPLY AND EXHAUST BRANCH DUCTWORK SHALL HAVE MANUAL VOLUME DAMPERS IN CORRESPONDING RUNOUTS NEAR CONNECTION TO MAIN DUCT. I. NO THERMOSTATS OR SENSOR ARE TO BE LOCATED OVER HEAT PRODUCING EQUIPMENT. J. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF WORK. K. CONDUIT IN EXPOSED TO VIEW AREAS TO BE PAINTED TO MATCH ROOF DECK AND/OR WALL COLOR. L. MECHANICAL CONTRACTOR SHALL PATCH ALL OPENINGS IN EXISTING WALLS, FLOORS, AND CEILINGS REMAINING AFTER COMPLETION OF ALL DEMOLITION WORK FOR PROJECT. CONTRACTOR SHALL PATCH ALL OPENINGS TO MATCH SURROUNDING SURFACE FINISHES. M. EXISTING SPRINKLERS TO BE MODIFIED AS REQUIRED TO ACCOMMODATE NEW ROOM/REFLECTED CEILING LAYOUT. SPRINKLERS SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. PER REQUIRED OCCUPANCY HAZARDS. N. FILTERS FOR ALL HVAC UNITS ARE TO BE REPLACED AT THE END OF CONSTRUCTION, CONTRACTOR SHALL SUPPLY (1) ADDITIONAL SET OF FILTERS LABELED FOR THE RESPECTIVE HVAC UNIT TO OWNER AT THE END OF CONSTRUCTION. 0. ALL ROOF WORK TO BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR TO MAINTAIN ROOF WARRANTY. 2 0 200 _ PUBLIC PET Si WASH TU -2 11 F 6"0 1 1 100 g31 E RTU -3 15 B 150 2 E 150 B TO 250 R40 GROOMING 14x8 — RTU -4 r142 1 R1 500 120 1 s UH -1 14 200 3 ' STOCK T 12 L V n -H o RTU -3 r 8"O 200 200 r- i t 6 6"0 6 C 6" 9 C 6"0 50), LECTR ...� 50 I E EF -1 8 _ MEN'S r W6 S 0 0 0 400 SCALE: 1/8" = 1'-0" .co o a v t0 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT • TENANT REVIEW • • • • • • Drawn By: 1JR0 Project No.: 151'79 no V 00 11J � F_ Z 0 co C� L zm ZN O = co LYE co W > amU w Z m Za ~ Z a_a F- CM a�Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com M100 MECHANICAL PLAN SR TURNING VANES RG AIR EXTRACTOR SA RA OPPOSED BLADE VOLUME DAMPER VD SUPPLY DUCT FD RETURN OR EXHAUST DUCT GC MC FLEXIBLE DUCT CONNECTION PC LINED DUCTWORK EC DUCT SMOKE DETECTOR TO SHUT A.F.F. DOWN UNIT UNDER ALARM. (EX) LOUVERED DOOR (BY G.C.) O O UNDERCUT DOOR (BY G.C.) CONNECT TO EXISTING SUPPLY REGISTER RETURN GRILLE SUPPLY AIR RETURN AIR VOLUME DAMPER FIRE DAMPER GENERAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR ELECTRICAL CONTRACTOR ABOVE FINISHED FLOOR EXISTING TO REMAIN THERMOSTAT SENSOR SMOKE DETECTOR TEST STATION SMOKE DETECTOR TEST STATION L BIRDSCREEN. FLASHING AND COUNTER FLASHING 18 GA GALV STEEL COVER. "PATE" PC -2 INSULATED ROOF CURB PROVIDED BY MECHANICAL CONTRACTOR. CONTRACTOR MUST VERIFY ALL CLEARANCES AND DIMENSIONS 4"x4N %6" ANGLE FRAME AROUND IN FIELD OPENING. ALL WELDED CONSTRUCTION (TYP). COORDINATE OPENING SIZES W/PLAN. SPRINKLER CONTRACTOR TO ADJUST HEADS AS NECESSARY TO PROVIDE PROPER COVERAGE 02 1 ROOF GOOSENECK DETAIL I SCALE: N.T.S. 01 1 MECHANICAL PLAN CODED NOTES Q 1. INSTALL AND VVIRE NEW 7 -DAY PROGRAMMABLE THERMOSTAT WITH REMOTE SENSOR FOR EACH HVAC UNIT. SENSOR SHALL BE LOCATED ON COLUMN OR WALL IN SALES FLOOR AND THERMOSTAT TO BE LOCATED IN OFFICE. MOUNT TEMPERATURE SENSOR ON COLUMN OR WALL AT 8'-0" ABOVE FINISHED FLOOR WITH LOCKED, VENTED, METAL OR PLASTIC ENCLOSURE. COORDINATE EXACT LOCATION WITH ARCHITECT AND OWNER PRIOR TO ROUGH -IN. PROVIDE CONTROL WIRING AS REQUIRED. 2. CONTRACTOR TO VERIFY FACTORY MOUNTED SMOKE DETECTOR HAS BEEN INSTALLED IN RETURN AIR DUCT. WIRING BY ELECTRICAL CONTRACTOR TO SHUT DOWN CORRESPONDING AIR HANDLING UNIT UNDER ALARM CONDITIONS. ALL WIRING SHALL BE IN CONDUIT PER N.E.C. SMOKE DETECTOR SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM (VERIFY WITH E.C. PRIOR TO ORDERING) . INSTALL IN ACCESSIBLE LOCATION FOR PROPER MAINTENANCE. 3. MECHANICAL CONTRACTOR TO MOUNT SMOKE DETECTOR REMOTE KEY STATUS AND TEST STATIONS (WITH AUDIO AND VISUAL ALARM) NEXT TO UNIT THERMOSTAT. M.C. TO INDICATE DETECTOR SERVING ROOFTOP UNIT. ALL WIRING SHALL BE BY ELECTRICAL CONTRACTOR IN CONDUIT PER N.E.C. REMOTE STATION SHALL BE A SYSTEM SENSOR MODEL SSK451 OR EQUAL. 4. ROOF MOUNTED EXHAUST FAN. SEE DETAIL AND SCHEDULE FOR REQUIREMENTS. 5. EXTEND FACTORY PROVIDED CONCENTRIC VENT FROM TANKLESS WATER HEATER THRU ROOF. CONFIRM LENGTH PRIOR TO ORDERING. 6. UNDERCUT DOOR 3/4" FOR MAKE UP AIR. COORDINATE WITH DOOR SCHEDULE ON SHEET A8.0. 7. MANUAL VOLUME CONTROL DAMPERS SHALL BE LOCK -TYPE (TYPICAL FOR ALL). 8. EXHAUST FAN AND LIGHT COMBO LOCATIED IN CEILING. SEE ELECTRICAL DRAWINGS FOR EXACT LOCATION. 9. 8"0 EXHAUST AIR DUCT UP THRU ROOF. TERMINATE ON ROOF WITH GOOSE NECK AND BIRD SCREEN. INSTALL DUCT AS HIGH AS POSSIBLE TO ALLOW ACCESS TO FUTURE HOT WATER TANK. SEE PLUMBING PLAN FOR LOCATION OF TANK. 10. 30x20 RETURN AIR OPENING ON TOP OF RETURN AIR DUCT. SEE DETAIL ON M2.0 FOR MORE INFO. 11. MOUNT CARBON DIOXIDE SENSOR AT 5-0" A.F.F. ONE SENSOR SHALL CONTROL OUTDOOR AIR FLOW FROM RTU -1 AND RTU -2. ONE ADDITIONAL SENSOR SHALL CONTROL OUTDOOR AIR FLOW FROM RTU -3 AND RTU -4. 12. INSTALL DUCTWORK AS HIGH AS POSSIBLE TO ALLOW FOR HIGH LIGHTING INSTALLATION HEIGHT. DUCTWORK TO BE COORDINATED WITH WITH LIGHTING AND IS TO BE INSTALLED CENTERED BETWEEN LIGHTING ROWS. SEE ARCHITECTURAL PLANS FOR MORE DETAILS. 13. DUCT MOUNTED EXHAUST GRILLE SHALL BE CENTERED ABOVE SHELVING UNIT FOR FEEDER MICE. 14. PROVIDE UNIT HEATER IN STOCK ROOM. UNIT TO PAINT AT OVER HEAD DOOR. ENSURE DOOR DOES NOT BLOCK UNIT WHEN OPEN. EXTEND FLUE THRU ROOF. 15. 20x10 RETURN AIR OPENING ON TOP OF RETURN AIR DUCT. SEE DETAIL ON M2.0 FOR MORE INFO. GENERAL NOTES A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING PROCESS AND BE FAMILIAR WITH THE SCOPE OF WORK. B. MECHANICAL CONTRACTOR SHALL DISCONNECT, DISASSEMBLE, AND REMOVE EXISTING EQUIPMENT, ASSOCIATED DUCTWORK, DIFFUSERS, GRILLES, SUPPORTS, PIPING, AND ASSOCIATED CONTROLS, ETC., NOT OTHERWISE INDICATED TO BE REUSED ON DRAWINGS. ALL OPENINGS IN PIPING AND DUCTS THAT REMAIN SHALL BE PLUGGED/CAPPED AND PROPERLY SECURED. ANY EQUIPMENT DESIGNATED BY OWNER TO BE SALVAGED SHALL BE PROTECTED DURING DEMOLITION AND DELIVERED TO OWNER ON SITE; OTHERWISE, CONTRACTOR SHALL DISPOSE OF LEGALLY AS DIRECTED BY OWNER. C. MECHANICAL CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS OR TRANSITIONS WITH EQUIVALENT AREAS TO MATCH DUCT SIZES AS INDICATED ON DRAWINGS. D. CONTRACTOR SHALL BE FAMILIAR WITH OWNER'S STANDARDS, RULES AND REGULATIONS. ALL OWNER'S CRITERIA SHALL BE COMPLIED WITH AND INCLUDED IN THIS BID, E. ALL DUCTWORK SHALL BE INSTALLED TIGHT TO UNDERSIDE OF STRUCTURE OR AS HIGH AS POSSIBLE ABOVE FINISHED CEILING TO AVOID OBSTRUCTIONS. F. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. G. HVAC DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES ON ALL ELBOWS. H. ALL SUPPLY AND EXHAUST BRANCH DUCTWORK SHALL HAVE MANUAL VOLUME DAMPERS IN CORRESPONDING RUNOUTS NEAR CONNECTION TO MAIN DUCT. I. NO THERMOSTATS OR SENSOR ARE TO BE LOCATED OVER HEAT PRODUCING EQUIPMENT. J. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF WORK. K. CONDUIT IN EXPOSED TO VIEW AREAS TO BE PAINTED TO MATCH ROOF DECK AND/OR WALL COLOR. L. MECHANICAL CONTRACTOR SHALL PATCH ALL OPENINGS IN EXISTING WALLS, FLOORS, AND CEILINGS REMAINING AFTER COMPLETION OF ALL DEMOLITION WORK FOR PROJECT. CONTRACTOR SHALL PATCH ALL OPENINGS TO MATCH SURROUNDING SURFACE FINISHES. M. EXISTING SPRINKLERS TO BE MODIFIED AS REQUIRED TO ACCOMMODATE NEW ROOM/REFLECTED CEILING LAYOUT. SPRINKLERS SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. PER REQUIRED OCCUPANCY HAZARDS. N. FILTERS FOR ALL HVAC UNITS ARE TO BE REPLACED AT THE END OF CONSTRUCTION, CONTRACTOR SHALL SUPPLY (1) ADDITIONAL SET OF FILTERS LABELED FOR THE RESPECTIVE HVAC UNIT TO OWNER AT THE END OF CONSTRUCTION. 0. ALL ROOF WORK TO BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR TO MAINTAIN ROOF WARRANTY. 2 0 200 _ PUBLIC PET Si WASH TU -2 11 F 6"0 1 1 100 g31 E RTU -3 15 B 150 2 E 150 B TO 250 R40 GROOMING 14x8 — RTU -4 r142 1 R1 500 120 1 s UH -1 14 200 3 ' STOCK T 12 L V n -H o RTU -3 r 8"O 200 200 r- i t 6 6"0 6 C 6" 9 C 6"0 50), LECTR ...� 50 I E EF -1 8 _ MEN'S r W6 S 0 0 0 400 SCALE: 1/8" = 1'-0" .co o a v t0 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT • TENANT REVIEW • • • • • • Drawn By: 1JR0 Project No.: 151'79 no V 00 11J � F_ Z 0 co C� L zm ZN O = co LYE co W > amU w Z m Za ~ Z a_a F- CM a�Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com M100 MECHANICAL PLAN #14 SELF TAPPING "" ^"UGE HOLD DOWN - TYPICAL -PRE PUNCHED HOLES FOR EASIER INSTALLATION 1. ON LONG SIDES, ATTACH HOLD DOWN CLIP TO ROOF CURB OR ADAPTER USING 4 - #14 SELF TAPPING SCREWS PER EACH BRACKET, WITHIN 8" OF CORNERS AND APPROXIMATELY EQUALLY SPACED. 2. AFTER UNIT HAS BEEN POTION ON TOP OF ROOF CURB OR ADAPTER ATTACH HOLD DOWN CLIP TO UNIT BASE RAIL USINGS 4 - #14 SELF TAPPING SCREWS PER EACH BRACKET. 07 1 HURRICANE HOLD DOWN DETAIL U -L LISTED DUCT LINER 06 1 ROOFTOP UNIT INSTALLATION DETAIL CLIP - TYPICAL WIND DATA DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT SYSTEMS FOR WIND FORCES SPECIFIC FOR THIS PROJECT LOCATION SHALL BE BY MASON INDUSTRIES INC. OR EQUAL MANUFACTURER AND AS REQUIRED FOR APPLICABLE CODES. WIND BASE SPEED = 175 MPH SCALE: N.T.S. PEOPLE ROOM OCCUPANCY FLOOR AREA AREA OUTDOOR OUTDOOR NAME CATEGORY Az (FT2) AIRFLOW RATE AIRFLOW RATE Ra (CFM/FT2) Rp (CFM/P) MECHANICAL VENTILATION SCHEDULE OCCUPANT REQUIRED DENSITY PEOPLE EFFECTIVE- OUTDOOR (#/1000FT2) Pz (PEOPLE) NESS AIRFLOW Vbz (CFM) BASED ON ASHRAE 62.1-2010 REQUIRED ACTUAL ACTUAL EXHAUST RATE PROVIDED PROVIDED (CFM/FT2) EXHAUST OUTDOOR EXHAUST MECHANICAL UNIT AIRFLOW (CFM) AIRFLOW (CFM) AIRFLOW (CFM) SALES GROOMING SALES PET SHOPS 7,980 275.5 0.12 0.18 7.5 7.5 15 10 120 3 0.8 0.8 1,858 72 0 0.9 0 65 2,100 100 - 500 HOLDING PET SHOPS 285 0.18 7.5 10 3 0.8 74 0.9 66 100 400 PUB. PET WASH PET SHOPS 112 0.18 7.5 10 1 0.8 28 0.9 0 50 200 OFFICE OFFICE SPACE 56 0.06 5 5 0 0.8 3 0 0 20 - SUPPLY WITH O.B.D. E TITUS 5. INSULATED ROOF CURB. 6. PVC CONDENSATE DRAIN WITH CLEAN OUT AND 4" DEEP SEAL TRAP, DISCHARGE TO SPLASH PAD ON ROOF. STOCK OCC. STORAGE 640 0.06 5 2 3 0.8 53 0 0 70 120 CORRIDOR CORRIDORS 136 0.06 0 0 0 0.8 8 0 50 PER FIXTURE 0 20 - MENS PUBLIC TOILET 119 0 0 0 0 0.8 0 50 20 75 WOMENS PUBLIC TOILET 120 0 0 0 0 0.8 0 50 PER FIXTURE 50 20 75 TOTAL 23.3 92 74 11.0 REMARKS: SUPPLY DROP BOX DIFFUSER. 1 10. RETURN OPENING ON TOP OF RETURN AIR DUCT WITH 1/2" EXPANDED MESH SCREEN OVER OPENING, SEE PLAN SHEET FOR SIZING. ADJUST RETURN DUCT DAIKIN DCG0360903BWXN 2,096 REMARKS: 1. MECHANICAL CONTRACTOR SHALL CONFIRM UNITS ARE EQUIPPED WITH GAS HEAT, ENTHALPY ECONOMIZER, BAROMETRIC DAMPERS, MERV 8 FILTERS, DISCONNECT,AND BACNET CONTROLS. PROVIDE NEW IF NOT PRESENT. PROVIDE AUTOMATIC SHUT DOWN WITH MANUAL RESTART ON ALL UNITS (RETURN SIDE SMOKE DETECTORS) IF NOT PRESENT. UNITS SHALL BE SUPPLIED WITH DEMAND CONTROL VENTILATION. CO2 SENSOR SHALL BE INSTALL IN LOCATION AS SHOWN ON THE PLANS AND SHALL BE CONTROLLED THRU THE ENERGY MANAGEMENT SYSTEM. NO. SEVICE GAS INPUT / GAS OUTPUT 563 2,500 1 1,520 REMARKS: 1. SALES AREA UTILIZES CO2 SENSING TO REDUCE OUTDOOR AIR REQUIREMENT. VALUE LISTED IS CODE REQUIRED MAXIMUM. KEY NOTES: 1. SET ROOF CURB ON STRUCTURAL STEEL - SHIM DEAD LEVEL. SECLIRE ROOF EXISTING ROOFTOP UNIT SCHEDULE CURB TO METAL DECK AND RTU TO ROOF CURB. 2. TRANSITION TO CONNECTION SIZES IN DUCT RISE, REFER TO PLANS FOR SIZES. 3. 1" ACOUSTIC LINER IN ENTIRE RETURN DUCTWORK SYSTEM. DUCT SIZES INDICATED ON PLAN ARE INTERIOR DIMENSIONS AND DO NOT INCLUDE LINING. MARK SERVICE SUPPLY AIR (CFM) O.A. (CFM) E.S.P. VOLTAGE /PHASE MCA MOCP COOLING CAPACITY HEATING CAPACITY EER �r SIMILAR TO MANUFACTURER & MODEL NO. TOTAL SENSIBLE MBH INPUT MBH OUTPUT (SEAMLESS) "BUCKLEY" MODEL "BUCKLEY" MODEL 33000 AIR FLOW rr CEILING NECK SIZE MBMD (SEAMLESS) (CONTINUOUSLY WELDED) - OBD LAYIN/DUCT AS NOTED DIFFUSER TYPE 1 0o 4 -WAY PAINT DUCTWORK TO MATCH CEILING. REFER TO ARCHITECTURAL DRAWINGS FOR PAINT SPEC. 4. REFER TO STRUCTURAL DRAWINGS FOR JOIST LOCATIONS, SIZES, AND RTU -1 SALES 6000 1050 1.0 208V-3QJ 75 90 193.8 131.5 350 280 10.8 DAIKIN DCG1803503BWXN DIRECTION. DOUBLE DEFLECTION WHITE SUPPLY WITH O.B.D. E TITUS 5. INSULATED ROOF CURB. 6. PVC CONDENSATE DRAIN WITH CLEAN OUT AND 4" DEEP SEAL TRAP, DISCHARGE TO SPLASH PAD ON ROOF. RTU -2 SALES 6000 1050 1.0 208V-30 75 90 193.8 131.5 350 280 10.8 DAIKIN DCG1803503BWXN RETURN F TITUS SURFACE/ AS NOTED 12"x12" 35° FIXED 350RL DUCT WHITE EXHAUST G TITUS SURFACE/ AS NOTED 24"x24" 35° FIXED 350RL DUCT WHITE EXHAUST EXHAUST FAN SCHEDULE NO. SERVICE CFM S. P. RPM/MOTOR HP ELECT. REMARKS 7. GAS CONNECTION WITH GAS COCK, UNION AND DIRT LEG. REFER TO PLAN FOR GAS PIPE SIZES. 8. FLEXIBLE CONNECTION - TYPICAL. RTU -3 SALES 1200 200 1.0 208V-30 18 25 35.4 23.3 92 74 11.0 DAIKIN DCG0360903BWXN RTU -4 SALES 1200 200 1.0 208V-30 18 25 35.4 23.3 92 74 11.0 REMARKS: SUPPLY DROP BOX DIFFUSER. 1 10. RETURN OPENING ON TOP OF RETURN AIR DUCT WITH 1/2" EXPANDED MESH SCREEN OVER OPENING, SEE PLAN SHEET FOR SIZING. ADJUST RETURN DUCT DAIKIN DCG0360903BWXN SIZE (MAINTAIN EQUIVALENT AREA) AS REQUIRED TO FIT IN JOIST SPACE. RETURN AIR DUCT SHALL BE INSTALLED A MINIMUM OF 18" BELOW ROOF DECKING TO ALLOW FOR AIR FLOW. IN NO CASE SHALL RETURN AIR DUCT BLOCK AIRFLOW FROM SUPPLY AIR REGISTERS. IF IT IS NOT POSSIBLE TO INSTALL RETURN DUCT BETWEEN JOISTS, THEN INSTALL BELOW JOIST'S. REMARKS: 1. MECHANICAL CONTRACTOR SHALL CONFIRM UNITS ARE EQUIPPED WITH GAS HEAT, ENTHALPY ECONOMIZER, BAROMETRIC DAMPERS, MERV 8 FILTERS, DISCONNECT,AND BACNET CONTROLS. PROVIDE NEW IF NOT PRESENT. PROVIDE AUTOMATIC SHUT DOWN WITH MANUAL RESTART ON ALL UNITS (RETURN SIDE SMOKE DETECTORS) IF NOT PRESENT. UNITS SHALL BE SUPPLIED WITH DEMAND CONTROL VENTILATION. CO2 SENSOR SHALL BE INSTALL IN LOCATION AS SHOWN ON THE PLANS AND SHALL BE CONTROLLED THRU THE ENERGY MANAGEMENT SYSTEM. SCALE: N.T.S. PREFERRED U ALTERNATE ALTERNATE ALTERNATE TAKE -OFF DETAIL TAKE -OFF DETAIL TAKE -OFF DETAIL TAKE -OFF DETAIL BELLMOUTH CONNECTION MINI-BELLMOUTH STANDARD 90' RECTANGULAR AS REQUIRED �r SIMILAR TO "BUCKLEY" CONNECTION SIMILAR TO TO ROUND BOOT CONNECTION MAIN DUCT rrr MODEL BMD (SEAMLESS) "BUCKLEY" MODEL "BUCKLEY" MODEL 33000 AIR FLOW rr CEILING NECK SIZE MBMD (SEAMLESS) (CONTINUOUSLY WELDED) - VD VD�-6" (MIN. VANED ELBOWS TO BE CONSTRUCTED DUCT SIZE HOLE SIZE VD (ONLY WHEN OTHERS OBD (ABOVE AND INSTALLED ASDO NOT FIT) VD 12" IINI DEPTH) DETAILED BY (SEE PLANS) (SEE BELOW-TYP.) SMACNA A THIS DETAIL APPLIES TO SINGLE TAKEOFFS TO DIFFUSER AS WELL AS BRANCH TAKEOFFS. IT ALSO APPLIES TO TAKEOFFS IN THE HORIZONTAL AS WELL AS VERTICAL DIRECTION. 04 1 DUCT TAKEOFFS AND ELBOW BRANCH DUCT MAIN SUPPLY AIR DUCT 45' TAKE -OFF PROVIDE MANUAL BALANCING DAMPER (SEE SPECIFICATIONS) IF INSTALLED ABOVE HARD CEILING, PROVIDE CONCEALED REMOTE DAMPER ADJUSTER. 1/4 WIDTH OF BRANCH DUCT 01 I LOW PRESSURE END OF SUPPLY AIR DUCT DETAIL SCALE: N.T.S. STANDARD RECTANGULAR CONNECTION NOTE: ALTERNATE FITTINGS SHALL BE USED WHEN DUCT HEIGHTS DOES NOT PERMIT THE USE OF THE PREFERRED FULL SIZE BELLMOUTH SUBMIT FITTINGS FOR REVIEW BY ENGINEER PRIOR TO INSTALLATION. DRAW BANG WITH SEALANT STORM COLL ROOF CONE & FLASHING SCALE: N.T.s. 05 UNIT HEATER EXHAUST TERMINATION DETAIL 5 FEET MAXIMUM SUPPORT IEND OF METAL DUCT VDD ' t � - - - " " " - U DAMPER NUMBER SET ROOF CURB ON CFM � PATTERN STRUCTURAL STEEL - REMARKS FLEXIBLE DUCT (USE SHIM DEAD LEVEL. AS REQUIRED FOR SECURE ROOF CURB DIFFUSER ALIGNME�IT) TO METAL DECK & _ DUCT MOUNT AS NOTED FAN TO ROOF CURB. fA CEILING NECK SIZE / GRILLE SIZE ROOF 6 OBD LAYIN/DUCT AS NOTED DIFFUSER TYPE 1 0o 4 -WAY WHITE WHITE SUPPLY C AIR FLOW - CFM SURFACE OZ CEILING DIFFUSER BRANCH DUCTS WITH FLEX CONNECTION FLEXIBLE DUCT CONNECTION BRIEDERT VENT CAP. MAINTAIN A MINIMUM OF 3'-0" ABOVE ROOF AND 2'-0" ABOVE ALL ELSE WITHIN 10'-0" 2" CLEARANCE THIMBLE REFER TO PLANS FOR CONTINUATION AND SIZE NOTE: ROUTE DUCT TO AVOID ROOF JOISTS SCALE: N.T.S. INSULATED ROOF CURB. FLASH AND COUNTERFLASH TO ROOF. LEVELING & SEALING BY ROOF MANUFACTURER. GRAVITY BACKDRAFT DAMPER SCALE: N.1'.S. I 03 I ROOF MOUNTED EXHAUST FAN DETAIL I SCALE: N.T.S GRILLE & DIFFUSER SCHEDULE WEIGHT (LBS) 2083 2083 545 545 RTU -1,2 RTU -4, EF -3 RTU -4, EF -3 RTU -4, EF -3 RTU -3 RTU -3 RTU -3 RTU -3, EF -1 RTU -3, EF -2 REMARKS 1 1 1 1 MARK MANUFACTURER & MODEL NO. DAMPER NUMBER FRAME/ BORDER CFM MODULE SIZE PATTERN FINISH REMARKS A RUSKIN ROOFTOP SYSTEMS 1-575-2510 _ DUCT MOUNT AS NOTED 30"x30" 4-WAY/DRUM GRILL WHITE SUPPLY B TITUS TMS -AA OBD LAYIN/DUCT AS NOTED 24"x24" 4 -WAY WHITE WHITE SUPPLY C TITUS TMS -AA OBD SURFACE AS NOTED12"x12" 4 -WAY SUPPLY D TITUS 30ORL OBD DUCT MOUNT AS NOTED AS NOTED DOUBLE DEFLECTION WHITE SUPPLY WITH O.B.D. E TITUS 350RL LAY-IN/WALL AS NOTED AS NOTED 35° FIXED WHITE RETURN F TITUS SURFACE/ AS NOTED 12"x12" 35° FIXED 350RL DUCT WHITE EXHAUST G TITUS SURFACE/ AS NOTED 24"x24" 35° FIXED 350RL DUCT WHITE EXHAUST EXHAUST FAN SCHEDULE NO. SERVICE CFM S. P. RPM/MOTOR HP ELECT. REMARKS LMANU:F.& ODEO. EF -1 MENS 75 0.35 950/100W 120V - 10 GREENHECK 1,2 SP -B110 EF -2 WOMENS 75 0.35 950/100W 120V - 10 GREENHECK 1,2 SP -13110 EF -3 PET AREAS 1220 0.35 1725/0.25 120V-10 GREENHECK 3 G-1 03-A REMARKS: 1. DISCONNECT SWITCH, GRAVITY BACKDRAFT DAMPER, FLEXIBLE DUCT COLLAR CONNECTION AND VIBRATION ISOLATION KIT. 2. FAN/LIGHT COMBO WITH PRISMATIC LENS AND FLUORESCENT 26W BULB. 3. DISCONNECT SWITCH, GRAVITY BACKDRAFT DAMPER, ROOF CURB. GAS UNIT HEATER SCHEDULE NO. SEVICE GAS INPUT / GAS OUTPUT ELECT. MANUF. & MODEL BTU/HR NO REMARKS UH -1 STOCK ROOM 75,000 / 60,000 120V- 10 REZNOR MODEL B 1 REMARKS: 1. PROVIDE WITH DISCONNECT SWITCH, HANGER KIT WITH VIBRATION ISOLATION AND THERMOSTAT Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date (Issue 02-15-I6 PERMIT TENANT REVIEW • • • • • Drawn By: JRG Project No.: 151'19 40 zd 0 00 O W z �... Z I.IJ 0 C-7 Zrnco �a_ M a~N a 0=� w>� w mU Q J V W > Z m V � U z ~ z a a_a IJ- CM Q O Q FA HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com M2®0 MECHANICAL DETALS 8� SCHEDULES PLUMBING SYMBOL LEGEND CODED NOTES 0 1. NEW GAS LINE. 12. LOCATION FOR AQUARIUM FILTRATION EQUIPMENT. MOUNT 36" A.F.F. v0 2. NEW 2-1/2" GAS PIPING TO PENETRATE ROOF IN PRE -FAB ROOF CURB. SEAL 13. ROUTE 3/4" COLD WATER DOWN ALONG WALL AND CONNECT TO HB -1. HB -1 SHALL PENETRATION WATERTIGHT. ROUTE PIPING INSIDE SPACE TO SERVE TWO (2) BE MOUNTED AT 24" A.F.F. INSTANTANEOUS WATER HEATERS AND UNIT HEATER (UH -1). 14. ROUTE 3/4" HOT AND COLD WATER DOWN IN WALL AND CONNECT TO MOP BASIN. SANITARY ABOVE GROUND 3. EXTEND NEW GAS LINE TO EXISTING GAS METER. CONTRACTOR TO VERIFY EXACT 15. ROUTE 1/2" COLD WATER DOWN IN WALL AND CONNECT TO DRINKING FOUNTAIN. LOCATION OF METER AND GAS LINE ROUTING TO PET SUPPLIES PLUS'S SPACE 16. CONNECT NEW 2" VENT LINE TO LINE ABOVE EXISTING RESTROOMS. -------------------------------- SANITARY BELOW GROUND PRIOR TO BID. 17. DISCHARGE 1-1/2" CONDENSATE LINE INTO NEAREST ROOF DOWNSPOUT. 4. 1" GAS PIPING TO SERVE UNIT HEATER (UH -1). PROVIDE DIRT LEG, SHUT OFF VALVE 18. EXISTING 1" DOMESTIC COLD WATER LINE ROUTED UNDERGROUND. ------------------- COLD WATER AND UNION AT CONNECTION TO UNIT. 19. PROVIDE THERMOSTATIC MIXING VALVE ON HOT WATER SUPPLY TO PET WASH TUB 5. 1-1/2" GAS PIPING DOWN ALONG WALL TO TANKLESS WATER HEATER MANIFOLD. IN HOLDING ROOM. SET MAXIMUM DISCHARGE TEMPERATURE TO 105°F. PLACE THE ---------------------------- HOT WATER MANIFOLD, DIRT LEG, UNION AND SHUT-OFF VALVES ARE PROVIDED BY WATER THERMOSTATIC MIXING VALVE FOR THE GROOMING TUB AT AN ACCESSIBLE HEATER MANUFACTURER. CONNECT GAS PIPING TO ONE END ON GAS MANIFOLD LOCATION SO THE STORE TEAM MEMBERS CAN ADJUST THE TEMPERATURE AS ----------------------------- --- HOT WATER RETURN AND CAP OPPOSITE END. NEEDED. THE TEMPERATURE SHOULD BE PRESET TO 90°F. PROVIDE SHUT OFF 6. EXTEND AND CONNECT TO EXISTING SANITARY SEWER. FIELD VERIFY EXACT VALVES FOR THE HOT AND COLD WATER LINES. ------------------------------- TEMPERED WATER LOCATION AND DEPTH PRIOR TO START OF ANY WORK. 20. PROVIDE 1-1/2" SCHEDULE 40 PVC IN WALL FOR DRYER TO THE PET WASH TUBS. ---------FW-------- 7. PET WASH TUBS (PWT-1,PWT-2) ARE PROVIDED BY OWNER. P.C. SHALL PROVIDE SEE DETAIL ON A9.0 FOR EXACT REQUIREMENTS. COORDINATE WITH FILTERED WATER AND INSTALL HAIR INTERCEPTOR. HAIR INTERCEPTOR SHALL BE J.R. SMITH MODEL ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PIPING INLETS AND OUTLETS. ------------------------------ V ------- --------------- VENT 8710 OR EQUAL. HAIR INTERCEPTOR SHALL BE INSTALLED WHERE IT IS ACCESSIBLE 21. ROUTE SOAP LINES TO THE BATH MASTER. ANY TURNS IN THE SOAP LINES SHOULD FOR CLEANING. SEE DETAIL ON P2.0. BE GRADUAL TO AVOID ANY CRIMPS IN THE TUBING. G GAS 8. EXTEND AND CONNECT NEW 1" DOMESTIC WATER LINE TO WATER LINE ABOVE 22. FILTERED COLD WATER LINE FOR MARINELAND. PROVIDED BY GC. EXISTING RESTROOMS. IF EXISTING LINE IS UNDER 1" DIAMETER, CONTRACTOR TO 23. EXISTING OUTDOOR WATER METER IN UNDERGROUND VAULT. CONTRACTOR TO -----------F----------- FIRE PROTECTION UPGRADE WATERLINE TO 1 ". CONFIRM EXISTING BACKFLOW PREVENTER AND PROVIDE IF NECESSARY. 9, THERMOSTATIC MIXING VALVE FOR WASH TUBS, SET AT 90 DEG F MOUNTED OIV 24. GAS UNIT HEATER MOUNTED 12'-0" AFF. --------CD---------------------- CONDENSATE DRAIN PLYWOOD WALL WITH INTEGRAL CHECK/STOPS AND SCREW DRIVER ADJUSTMENT, 25. CONNECT NEW 3/4" DCWAUD DHI81 LINES F1JQM NEW WAT HE R -) T WATTS NO. N170. CONFIRM TEMPERATURE SETTINGS WITH TENANT. (WALL E TI PL B G I HIS EA. ---------'Da--------- SHUT OFF VALVE MOUNTING NOT SHOWN FOR CLARITY) 26. ONE EXISTING WATER CLOSET AND URINAL TO BE REMOVED - SEE NOTE 27. ALL 10. PROVIDE "ASCO" MODEL #8221 SOLENOID VALVE ON WATER SUPPLY TO PUBLIC; PET OTHER EXISTING RESTROOM PLUMBING TO REMAIN. EXISTING REMAINING (E) EXISTING WASH STATION. SEE ELECTRICAL DRAWINGS FOR VVIRING AND CONTROL. MOUNT FIXTURES TO BE REPLACED WITH NEW AS INDICATED. CONNECT NEW 1" COLD CONNECT TO EXISTING CONTROL VALVE ON PLYWOOD WALL, SEE ARCH. SHEETS FOR EXACT LOCATION. MOUNTING NOT SHOWN WATER, 4" SAN, AND 2" VENT TO EXISTING PLUMBING IN THIS AREA. CONTRACTOR (WALL FOR CLARITY) TO VISIT SITE AND VERIFY EXTENT OF WORK PRIOR TO BID. INCREASE COLD WATER, VTR VENT THRU ROOF 11. ROUTE 1/2" TEMPERED WATER DOWN IN WALL TO BATH MASTER BATHING SYSTEM. VENT, AND SANITARY AS NECESSARY TO PROVIDE PROPER SIZING FOR SYSTEM. SEE DETAIL ON P2.0. BATH MASTER SYSTEM PROVIDED BY PSP AND INSTALLED BY 27. REMOVE EXISTING WATER CLOSET OR URINAL, CAP RELATED SANITARY, VENT & CW THIS CONTRACTOR. PIPING BELOW FLOOR OR IN WALL AS REQUIRED. 3/8" ALL -THREAD ROD - HANGER SECURED TO STRUCTURE ABOVE (TYP-4) WALL VACUUM RELIEF VALVE MINIMUM 6" ABOVE WATER HEATER -WATTS OR EQUAL TEMPERATURE AND - PRESSURE RELIEF VALVE DISCHARGE RELIEF - VALVE LINE FULL SIZE TO FLOOR NOTES: 1. SHELF SHALL BE CONSTRUCTED TO SUPPORT WATER HEATER CAPACITY INDICATED -MOUNT AS HIGH AS POSSIBLE. 2. SET WATER HEATER TEMPERATURE TO 1207. 3. TANK SHALL HAVE A MINIMUM OF R-14 INSULATION. 02 RESTROOM WATER HEATER DETAIL HEAT TRAP BALL VALVE (n'P)3/4" HOT WATER HEAT TRAP CHECK VALVE `3/4- COLD WATER 3/4" COLD \ WATER INLET `EXPANSION TANK DIELECT UNION TYP) DRAIN VALVE PROVIDE CAP ON DRAIN VALVE DRAIN PAN WITH 2" LIP INSTALL ON STEEL PLATFORM .1" DRAIN FROM PAN TO FLOOR. XI SCALE: N.T.S. I 01 I PLUMBING PLAN SALES I GENERAL NOTES A. PLUMBING CONTRACTOR SHALL ABIDE BY ALL STATE AND LOCAL CODES AND REGULATIONS. B. PLUMBING CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF ALL UTILITIES, INCLUDING THE DEPTHS OF ALL BELOW GRADE SANITARY SEWERS, PRIOR TO START OF WORK. THIS DRAWING IS NOT INTENDED TO INDICATE ALL EXISTING UTILITIES. C. CONTRACTOR SHALL BE FAMILIAR WITH OWNER'S STANDARDS, RULES AND REGULATIONS. ALL OWNER'S CRITERIA SHALL BE COMPLIED WITH AND INCLUDED IN THIS BID. D. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND FIELD VERIFY EXISTING CONDITIONS TO ENSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS TO SUIT FIELD CONDITIONS AS REQUIRED. E. CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTION POINTS, INCLUDING SIZES AND INVERTS WITH EXISTING FIELD CONDITIONS PRIOR TO START OF WORK. F. MAKE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN FULL ACCORDANCE WITH ALL UTILITY REGULATIONS. PROVIDE ALL ADDITIONAL APPURTENANCES AS REQUIRED BY UTILITY COMPANY. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY, AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. G. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS RELATED THE INSTALLATION OF THE WORK. H. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION AND LANDLORD'S CRITERIA. I. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL FIXTURES AND EQUIPMENT. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF PLUMBING FIXTURES. J. ALL HORIZONTAL FIRE PROTECTION SPRINKLER PIPING AND ALL ABOVE GRADE EXPOSED HORIZONTAL PIPING IS TO BE INSTALLED AS HIGH AS POSSIBLE. K. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ANY WORK. L. SLEEVE AND SEAL ALL PIPE PENETRATIONS OF WALLS AND FLOORS. APPLY INTUMESCENT FIRE SAFING COMPOUND AT PENETRATIONS AT FIRE RATED WALLS AND FLOORS, MAINTAINING INTEGRITY AND RATING OF FIRE SEPARATION. SLEEVES THROUGH FLOORS SHALL EXTEND 2" ABOVE FLOOR, BE GROUTED INTO PLACE AND WATERPROOFED. PIPING THROUGH EXTERIOR WALLS SHALL BE SLEEVED AND SEALED WEATHER TIGHT WITH SILICONE CAULK. M. ALL DOMESTIC COLD, HOT AND TEMPERED WATER PIPING TO BE INSULATED WITH RIGID FIBERGLASS INSULATION WITH TYPE 'ASJ' JACKET. COLD WATER PIPES TO HAVE 1/2" THICK INSULATION. DOMESTIC HOT AND TEMPERED WATER PIPES TO HAVE 1" THICK INSULATION. SCALE: 3/16" = V-0" Q v0 SCALE: N.T.S. I 01 I PLUMBING PLAN SALES I GENERAL NOTES A. PLUMBING CONTRACTOR SHALL ABIDE BY ALL STATE AND LOCAL CODES AND REGULATIONS. B. PLUMBING CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF ALL UTILITIES, INCLUDING THE DEPTHS OF ALL BELOW GRADE SANITARY SEWERS, PRIOR TO START OF WORK. THIS DRAWING IS NOT INTENDED TO INDICATE ALL EXISTING UTILITIES. C. CONTRACTOR SHALL BE FAMILIAR WITH OWNER'S STANDARDS, RULES AND REGULATIONS. ALL OWNER'S CRITERIA SHALL BE COMPLIED WITH AND INCLUDED IN THIS BID. D. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND FIELD VERIFY EXISTING CONDITIONS TO ENSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS TO SUIT FIELD CONDITIONS AS REQUIRED. E. CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTION POINTS, INCLUDING SIZES AND INVERTS WITH EXISTING FIELD CONDITIONS PRIOR TO START OF WORK. F. MAKE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN FULL ACCORDANCE WITH ALL UTILITY REGULATIONS. PROVIDE ALL ADDITIONAL APPURTENANCES AS REQUIRED BY UTILITY COMPANY. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY, AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. G. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS RELATED THE INSTALLATION OF THE WORK. H. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION AND LANDLORD'S CRITERIA. I. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL FIXTURES AND EQUIPMENT. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF PLUMBING FIXTURES. J. ALL HORIZONTAL FIRE PROTECTION SPRINKLER PIPING AND ALL ABOVE GRADE EXPOSED HORIZONTAL PIPING IS TO BE INSTALLED AS HIGH AS POSSIBLE. K. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ANY WORK. L. SLEEVE AND SEAL ALL PIPE PENETRATIONS OF WALLS AND FLOORS. APPLY INTUMESCENT FIRE SAFING COMPOUND AT PENETRATIONS AT FIRE RATED WALLS AND FLOORS, MAINTAINING INTEGRITY AND RATING OF FIRE SEPARATION. SLEEVES THROUGH FLOORS SHALL EXTEND 2" ABOVE FLOOR, BE GROUTED INTO PLACE AND WATERPROOFED. PIPING THROUGH EXTERIOR WALLS SHALL BE SLEEVED AND SEALED WEATHER TIGHT WITH SILICONE CAULK. M. ALL DOMESTIC COLD, HOT AND TEMPERED WATER PIPING TO BE INSULATED WITH RIGID FIBERGLASS INSULATION WITH TYPE 'ASJ' JACKET. COLD WATER PIPES TO HAVE 1/2" THICK INSULATION. DOMESTIC HOT AND TEMPERED WATER PIPES TO HAVE 1" THICK INSULATION. SCALE: 3/16" = V-0" Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEW 02-25-16 REVISION I 04 05-21-16 •CITY • COMMENTS • • • Drawn By: JRC Project No.: 151'19 z no V �0 OW og Z n� WV V 0 Cf) co � L CM f�a.Zcm 0 =5 W� J 0 W>� ami Jvw >Zm V � U Z~Z a a_a N aha HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com P®0 PLUMBING PLAN I i. Q v0 Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT • TENANT REVIEW 02-25-16 REVISION I 04 05-21-16 •CITY • COMMENTS • • • Drawn By: JRC Project No.: 151'19 z no V �0 OW og Z n� WV V 0 Cf) co � L CM f�a.Zcm 0 =5 W� J 0 W>� ami Jvw >Zm V � U Z~Z a a_a N aha HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. 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SUSPENDED METAL GRID CEILING SYSTEM. B. ACOUSTICAL UNITS. 1.02 REFERENCES A. ASTM C 635 - STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE, AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS, 2000. B. ASTM C 636 - STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS, 1996. C. ASTM E 1264 - STANDARD CLASSIFICATION FOR ACOUSTICAL CEILING PRODUCTS, 1998. D. LATEST EDITION OF CISCA- GUIDELINES FOR SIESMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES. 1.03 QUALITY ASSURANCE A. ACOUSTICAL UNIT MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. 1.04 ENVIRONMENTAL REQUIREMENTS A. MAINTAIN UNIFORM TEMPERATURE OF MINIMUM 60 DEGREES F (16 DEGREES C), AND MAXIMUM HUMIDITY OF 40 PERCENT PRIOR TO, DURING, AND AFTER ACOUSTICAL UNIT INSTALLATION. 1.05 PROJECT CONDITIONS A. SEQUENCE WORK TO ENSURE ACOUSTICAL CEILINGS ARE NOT INSTALLED UNTIL BUILDING IS ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED, AND OVERHEAD WORK IS COMPLETED, TESTED, AND APPROVED. B. INSTALL ACOUSTICAL UNITS AFTER INTERIOR WET WORK IS DRY. PART 2 PRODUCTS 2.01 ACOUSTICAL UNITS A. REFER TO DRAWING SCHEDULE. 2.02 SUSPENSION SYSTEM(S) A. MANUFACTURERS: 1. DONN DX OR EQUIVALENT STANDARD 15/16", COLOR WHITE 2. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS. B. SUSPENSION SYSTEMS - GENERAL: ASTM C 635, DIE CUT AND INTERLOCKING COMPONENTS, WITH STABILIZER BARS, CLIPS, SPLICES, PERIMETER MOLDINGS, AND HOLD DOWN CLIPS AS REQUIRED. 2.03 ACCESSORIES A. SUPPORT CHANNELS AND HANGERS: GALVANIZED STEEL, SIZE AND TYPE TO SUIT APPLICATION AND CEILING SYSTEM FLATNESS REQUIREMENT SPECIFIED. B. PERIMETER MOLDINGS: SAME MATERIAL AND FINISH AS GRID. C. TOUCH-UP PAINT: TYPE AND COLOR TO MATCH ACOUSTICAL AND GRID UNITS. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFY THAT LAYOUT OF HANGERS WILL NOT INTERFERE WITH OTHER WORK. 3.02 INSTALLATION - SUSPENSION SYSTEM A. INSTALL SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C 636 AND MANUFACTURER'S INSTRUCTIONS AND AS SUPPLEMENTED IN THIS SECTION. B. RIGIDLY SECURE SYSTEM, INCLUDING INTEGRAL MECHANICAL AND ELECTRICAL COMPONENTS, FOR MAXIMUM DEFLECTION OF 1:360. C. INSTALL AFTER MAJOR ABOVE -CEILING WORK IS COMPLETE. COORDINATE THE LOCATION OF HANGERS WITH OTHER WORK. D. HANG SUSPENSION SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES AND CONDUIT. WHERE CARRYING MEMBERS ARE SPLICED, AVOID VISIBLE DISPLACEMENT OF FACE PLANE OF ADJACENT MEMBERS. E. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS, REINFORCE THE NEAREST AFFECTED HANGERS AND RELATED CARRYING CHANNELS TO SPAN THE EXTRA DISTANCE. F. DO NOT SUPPORT COMPONENTS ON MAIN RUNNERS OR CROSS RUNNERS IF WEIGHT CAUSES TOTAL DEAD LOAD TO EXCEED DEFLECTION CAPABILITY. G. SUPPORT FIXTURE LOADS USING SUPPLEMENTARY HANGERS LOCATED WITHIN 6 INCHES (150 MM) OF EACH CORNER, OR SUPPORT COMPONENTS INDEPENDENTLY. H. DO NOT ECCENTRICALLY LOAD SYSTEM OR INDUCE ROTATION OF RUNNERS. I. PERIMETER MOLDING: INSTALL AT INTERSECTION OF CEILING AND VERTICAL SURFACES AND AT JUNCTIONS WITH OTHER INTERRUPTIONS. 1. USE LONGEST PRACTICAL LENGTHS. 2. OVERLAP AND RIVET CORNERS. 3.03 INSTALLATION -ACOUSTICAL UNITS A. INSTALL ACOUSTICAL UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. FIT ACOUSTICAL UNITS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. C. FIT BORDER TRIM NEATLY AGAINST ABUTTING SURFACES. D. INSTALL UNITS AFTER ABOVE -CEILING WORK IS COMPLETE. E. INSTALL ACOUSTICAL UNITS LEVEL, IN UNIFORM PLANE, AND FREE FROM TVVIST, WARP, AND DENTS. F. CUTTING ACOUSTICAL UNITS: 1. CUT TO FIT IRREGULAR GRID AND PERIMETER EDGE TRIM. 2. MAKE FIELD CUT EDGES OF SAME PROFILE AS FACTORY EDGES. 3. DOUBLE CUT AND FIELD PAINT EXPOSED REVEAL EDGES. G. INSTALL HOLD-DOWN CLIPS ON PANELS WITHIN 20 FT (6 M) OF AN EXTERIOR DOOR. 3.04 ERECTION TOLERANCES A. MAXIMUM VARIATION FROM FLAT AND LEVEL SURFACE: 1/8 INCH IN 10 FEET (3 MM IN 3 M). B. MAXIMUM VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS: 2 DEGREES. END OF SECTION RESILIENT FLOORING - 096500 PART 1 GENERAL (NOT USED) PART 2 PRODUCTS 2.01 VCT MEETING FEDERAL SPECIFICATION SS -T-3128 (1) TYPE IV, COMPOSITION 1 A. TILE: AS MANUFACTURED BY ARMSTRONG 1. SIZE: 12"X12"X1/8" B. TEXTURES/COLORS: SEE FINISH SCHEDULE. C. SHEET VINYL: AS MANUFACTURED BY ARMSTRONG 1. SIZE: 6' WIDE (.080") THICK 2. COLOR: REFER TO FINISH SCHEDULE. 3. SEAMS: ALL SEAMS TO BE HEAT WELDED AS REQUIRED BY MANUFACTURER D. VINYL BASE WITH COVE: /-.;5 MANUFACTURED BY ARMSTRONG 1. HEIGHT: 4" 2. THICKNESS: .080" 3. COLOR: REFER TO FINISH SCHEDULE. E. ADHESIVE: PER MANUFACTURERS RECOMMENDATION F. INITIAL MAINTENANCE AFTER INSTALLATION: ARMSTRONG COMMERCIAL VINYL COMPOSITION TILES ARE COATED WITH FAST START FACTORY FINISH. IT DOES NOT REQUIRE REMOVAL AFTER INSTALLATION. IT IS COMPATIBLE WITH COMMERCIAL FLOOR POLISHES AND ELIMINATES THE NEED TO STRIP THE TILE. G. IMMEDIATELY AFTER VCT INSTALLATION, AND PRIOR TO STORE FIXTURE DELIVERY, G.C. SHALL TO DO THE FOLLOWING: 1. SWEEP OR VACUUM THE FLOOR THOROUGHLY. 2. DAMP -MOP THE FLOOR WITH A NEUTRAL DETERGENT SOLUTION SUCH AS ARMSTRONG S-485 FLOOR CLEANER, WHILE CAREFULLY REMOVING BLACK MARKS AND EXCESSIVE SOIL. DO NOT MACHINE SCRUB THE FLOOR FOR AT LEAST FOUR TO FIVE DAYS AFTER INSTALLATION, TO PREVENT EXCESS MOISTURE FROM INTERFERING WITH THE ADHESIVE BOND. 3. APPLY (2) COATS OF A HIGH-QUALITY COMMERCIAL FLOOR POLISH SUCH AS ARMSTRONG S-480 FLOOR POLISH OR A HIGH-QUALITY STAIN -RESISTANT SEALER SUCH AS ARMSTRONG S-495 FLOOR SEALER. ALLOW APPROPRIATE DRYING TIME BETWEEN APPLICATIONS. POLISH TO BE MOP APPLIED AS REQUIRED BY POLISH MANUFACTURER. 4. IN NO INSTANCE SHALL NEW VCT BE PLACED OVER EXISTING VCT. EXISTING VCT SHALL BE REMOVED AND SLAB PREPARED TO RECEIVE NEW VCT. END OF SECTION DECORATIVE FIBERGLASS REINFORCED WALL PANELS - 097200 PART 1 GENERAL (NOT USED) PART 2 PRODUCTS 2.01 FIBERGLASS WALL PANELS A. MANUFACTURER: MARLITE 1. FIBERGLASS REINFORCED THERMOSETTING POLYESTER RESIN PANEL SHEETS COMPLYING WITH ASTM D 5319. 2. COATING: MULTI LAYER PRINT, PRIMER AND FINISH COATS. 3. DIMENSIONS: a. THICKNESS - 0.090 INCH (2.29MM) NOMINAL b. WIDTH - 4'-0" (1.22M) NOMINAL C. LENGTH -8'-0" (2.4M) NOMINAL 4. COLOR AND FINISH d. COLOR: AS INDICATED ON PLANS e. SURFACE PEBBLED (INDICATED BY "P" DESIGNATION) 5. MOLDINGS -PVC: EXTRUDED PVC TRIM PROFILES FOR .090 INCH THICK PANELS. a. M 350 INSIDE CORNER b. M 365 DIVISION C. M 370 EDGE c.1. COLOR: AS INDICATED ON PLANS 6. OUTSIDE CORNER GUARD; PROVIDE GRAND ENTRANCE OUTSIDE CORNER GUARDS REFER TO SECTION 102600 WALL AND DOOR PROTECTION 7. FASTENERS: NON -STAINING NYLON DRIVE RIVETS. a. MATCH WALL COLORS. b. LENGTH TO SUIT PROJECT CONDITIONS. 8. ADHESIVE: EITHER OF THE FOLLOWING CONSTRUCTION ADHESIVES COMPLYING WITH ASTM C 557. a. MARLITE C-551 FRP ADHESIVE - WATER- RESISTANT, NON-FLAMMABLE ADHESIVE PART 3: EXECUTION A. PREPARATION 1. LEVEL WALL SURFACES TO PANEL MANUFACTURER'S REQUIREMENTS. REMOVE PROTRUSIONS AND FILL INDENTATIONS. 2. STORE PANELS AND TRIM LYING FLAT, UNDER COVER AND PROTECTED FROM THE ELEMENTS, ALLOW PANELS TO ACCLIMATE TO ROOM TEMPERATURE (70°) FOR 48 HOURS PRIOR TO INSTALLATION. B. INSTALLATION 1. COMPLY WITH MANUFACTURER'S RECOMMENDED PROCEDURES AND INSTALLATION SEQUENCE. 2. CAULK TOP AND BOTTOM OF WALL PANEL TRIM AT WALL. 3. CAULK TOP AND BOTTOM OF CORNER GUARD AT WALL. C. CLEANING 1. REFER TO MANUFACTURER'S SPECIFIC CLEANING RECOMMENDATIONS DO NOT USE ABRASIVE CLEANERS. END OF SECTION SECTION 096723 - AMERIPOLISH STAINED CONCRETE SPECIFICATION USE APPROPRIATE GRIT IT REMOVE ANY TOPICAL GLUES OR MORTAR TO BARE CONCRETE •GRIND SURFACE WITH #80 METAL BOND •TOOLING PROGRESS TO #150 HYBRID •TRANSITION INTO RESIN TOOLING FOR HONING • STARTING AT #80 RESIN • #100 RESIN • #200 RESIN • APPLY AMER]POLISH STAIN (COLOR SAND -SEE ATTACHED) • APPLY 3DHS DENSIFIER UNTIL REJECTION AT AN AVERAGE RATE OF 650 SF A GALLON MAINTAIN A WET FLOOR FOR NO LESS THAN 15 MINUTES. ALLOW PRODUCT TO DRY BEFORE CONTINUING. (SEE ATTACHED) • CONTINUE SURFACE HONING WITH #400 RESIN • END POLISH WITH #800 RESIN. • APPLY AMERIPOLISH SR2 SEALER AT A RATE OF 3,000 - 5,000 SF A GALLON PREFERABLY WITH A PATRIOT SPRAYER OUTFITTED WITH A #4 CONICAL TIP AND A FLOW RATE OF 40PSI. (SEE ATTACHED) • APPLY SECOND COAT WHEN NEEDED AFTER FIRST COAT IS TACK FREE. • HIGH SPEED BURNISH WITH 3000 GRIT DIAMOND IMPREGNATED PAD OR AUTO SCRUB VVITH WHITE PAD TO REMOVE HAZE-. • NOTES: • PROTECT FLOOR FROM FOOT TRAFFIC FOR AT LEAST ONE HOUR WHILE SEALER CURES. SEALER VVILL CURE FULLY WITHIN SEVEN DAYS. • SURFACE IS TO BE CLEANED BETWEEN PASSES WITH DIAMOND TOOLINGFLOROTALLIC FLOORING SYSTEM IS TO BE INSTALLED AND NOTIFY THE ARCHITECT OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE ARCHITECT. 2. MOISTURE TESTING. - PERFORM TESTS AS RECOMMENDED BY MANUFACTURER. 3.02 SURFACE PREPARATION A. CONCRETE SURFACES 1. DIAMOND GRIND AS REQUIRED TO REMOVE ALL LAITANCE, GLAZE, EFFLORESCENCE, ANY BOND -INHIBITING CURING COMPOUNDS OR FORM RELEASE AGENTS, SEALERS, PAINT, COATINGS, MASTIC, TILE GROUT AND ALL SURFACE CONTAMINANTS TO OBTAIN A CSP 3 OR 4 (STANDARD FROM ICRI) PROFILE TO ACHIEVE A CLEAN, OPEN POROUS CONCRETE. B. PATCHING AND JOINT PREPARATION 1. BEFORE APPLICATION, THE FLOOR SHALL BE EXAMINED FOR SPALLS, PITS, HOLES, CRACKS, NON-FUNCTIONAL JOINTS, ETC. THESE MUST BE TREATED AFTER PREPARATION AND BEFORE APPLICATION WITH THE SUITABLE FLOROCK PRODUCTS. PRODUCTS WOULD INCLUDE, BUT NOT LIMITED TO FLOROGEL, FLOROBUILD, SYSTEM 6500 OR OTHER PRIOR APPROVED PRODUCTS BY THE MANUFACTURER. 2. INSTALL FLOROBUILD, A TROWEL APPLIED EPDXY RESURFACER FOR LARGER REPAIR AREAS AND PATCHING REQUIRING A THICKNESS GREATER THAN V". 3. AFTER PATCHING MATERIALS HAVE CURED, GRIND AND OR SAND FLOOR SURFACE TO MATCH HEIGHT AND TEXTURE UNTIL A MONOLITHIC TEXTURE IS ACHIEVED. 4. REPEAT PATCHING AND GRINDING PROCEDURES UNTIL A UNIFORM, MONOLITH SUBSTRATE IS ACHIEVED, C. MATERIALS 1. MIX COMPONENTS AND APPLY MATERIALS PER MANUFACTURER'S INSTRUCTIONS. 3.03 APPLICATION A. GENERAL 1. THE SYSTEM SHALL BE INSTALLED IN THE ORDER DESCRIBED BELOW: a. INSPECTION b. SUBSTRATE PREPARATION C. PRIMER COAT APPLICATION d. BASE COAT APPLICATION e. FLOROTALLIC APPLICATION f. TOPCOAT APPLICATION 2. CONCRETE SURFACES ON GRADE SHALL HAVE BEEN CONSTRUCTED WITH A VAPOR BARRIER TO PROTECT AGAINST THE EFFECTS OF VAPOR TRANSMISSION AND POSSIBLE DELAMINATION OF THE SYSTEM. REFER TO MANUFACTURER'S CONCRETE PREPARATION INSTRUCTIONS FOR ADDITIONAL RECOMMENDATIONS. 3. THE SURFACE SHOULD BE DRY PRIOR TO APPLICATION OF ANY OF THE AFOREMENTIONED STEPS. FURTHERMORE, THE SUBSTRATE SHALL ALWAYS BE KEPT CLEAN, DRY, AND FREE OF ANY CONTAMINANTS. 4. THE HANDLING AND MIXTURE OF ANY MATERIAL ASSOCIATED WITH THE INSTALLATION OF THE SYSTEM SHALL BE IN ACCORDANCE VVITH THE MANUFACTURER'S RECOMMENDATIONS AND APPROVED BY THE ARCHITECT. 5. THE SYSTEM SHALL FOLLOW THE CONTOURS OF THE SUBSTRATE UNLESS OTHERWISE SPECIFIED BY THE ARCHITECT. 6. A NEAT FINISH WITH WELL DEFINED BOUNDARIES AND STRAIGHT EDGES SHALL BE PROVIDED BY THE APPLICATOR. B. PRIMING 1. ALL AREAS SHALL BE PRIMED WITH THE MANUFACTURER'S PRIMER TO SEAL AND PENETRATE THE SUBSTRATE. APPLY FLOROPDXY 4700 PRIMER AT A MINIMUM OF 10 MILS. 2. POROUS CONCRETE SUBSTRATES MAY REQUIRE ADDITIONAL APPLICATIONS OF PRIMER. C. BASE COAT APPLICATION 1. APPLY FLOROPDXY 4805 PIGMENTED BASE COAT AT MINIMUM OF 10 MILS. D. FLOROTALLIC STONE APPLICATION 1. THE FLOROTALLIC STONE COAT SHALL BE APPLIED AT 20 TO 22 MILS. E. TOPCOAT 1. IN AQUATICS ONLY: APPLY APPROVED BROADCAST AGENT FOR SLIP RESISTANCE 2. APPLY FLOROWEAR 7100 HIGH TRAFFIC URETHANE AT MANUFACTURERS RECOMMENDED COVERAGE. 3. NO TRAFFIC OR EQUIPMENT SHALL BE PERMITTED ON THE FLOOR DURING THE CURING PERIOD. 3.04 FIELD QUALITY CONTROL A. TESTS & INSPECTION 1. THE FOLLOWING TESTS SHALL BE PERFORMED BY THE APPLICATOR AND RECORDED DURING APPLICATION TO SUBMIT TO THE ARCHITECT: a. TEMPERATURE DURING INSTALLATION 2. AIR 3. SUBSTRATE 4. DEW POINT 3.05 CLEANING A. DISPOSAL 1. PROPERLY REMOVE AND DISPOSE OF ANY EXCESS MATERIALS. END OF SECTION fJ 4 Q _r CC <:_ Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT • TENANT REVIEW Drawn By: CGA Project No,: 151'79 n� V 0� O Z W 0 D � LZ o� ch ��N a. cm 0=M CJ ri w>� Qin V -' v w > Z m E== UJU Z ~ Z Q _ Q N Q � Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A E03 1.6 SECTION 099100 - PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A. SURFACE PREPARATION. B. FIELD APPLICATION OF PAINTS AND OTHER COATINGS. C. SEE SCHEDULE - SURFACES TO BE FINISHED, AT END OF SECTION. 1.02 REFERENCES A. ASTM D 16 - STANDARD TERMINOLOGY FOR PAINT, RELATED COATINGS, MATERIALS, AND APPLICATIONS, 2000. 1.03 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. B. APPLICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 5 YEARS EXPERIENCE. 1.04 REGULATORY REQUIREMENTS A. CONFORM TO APPLICABLE CODE FOR FLAME AND SMOKE RATING REQUIREMENTS FOR PRODUCTS AND FINISHES. 1.05 DELIVERY, STORAGE, AND PROTECTION A. DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS, INSPECT TO VERIFY ACCEPTABILITY. B. CONTAINER LABEL: INCLUDE MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, LOT NUMBER, BRAND CODE, COVERAGE, SURFACE PREPARATION, DRYING TIME, CLEANUP REQUIREMENTS, COLOR DESIGNATION, AND INSTRUCTIONS FOR MIXING AND REDUCING. C. PAINT MATERIALS: STORE AT MINIMUM AMBIENT TEMPERATURE OF 45 DEGREES F (7 DEGREES C) AND A MAXIMUM OF 90 DEGREES F (32 DEGREES C), IN VENTILATED AREA, AND AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS. 1.06 ENVIRONMENTAL REQUIREMENTS A. DO NOT APPLY MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURES ARE OUTSIDE THE TEMPERATURE RANGES REQUIRED BY THE PAINT PRODUCT MANUFACTURER. B. DO NOT APPLY EXTERIOR COATINGS DURING RAIN OR SNOW, OR WHEN RELATIVE HUMIDITY IS OUTSIDE THE HUMIDITY RANGES REQUIRED BY THE PAINT PRODUCT MANUFACTURER. C. MINIMUM APPLICATION TEMPERATURES FOR LATEX PAINTS: 45 DEGREES F (7 DEGREES C) FOR INTERIORS, 50 DEGREES F (10 DEGREES C) FOR EXTERIOR, UNLESS REQUIRED OTHERWISE BY MANUFACTURER'S INSTRUCTIONS. D. PROVIDE LIGHTING LEVEL OF 80 FT CANDLES (860 LX) MEASURED MID -HEIGHT AT SUBSTRATE SURFACE. 1.07 EXTRA MATERIALS A. SEE SECTION 016000 - PRODUCT REQUIREMENTS, FOR ADDITIONAL PROVISIONS. B. SUPPLY 1 GALLON (4 L) OF EACH COLOR, STORE WHERE DIRECTED. C. LABEL EACH CONTAINER WITH COLOR IN ADDITION TO THE MANUFACTURER'S LABEL. PART 2 PRODUCTS 2.01 MANUFACTURERS A. SHERWIN WILLIAMS: WWW.SHERWIN-WILLIAMS.COM. B. THE MINWAX COMPANY: WWW.MINWAX.COM. C. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS. 2.02 PAINTS AND COATINGS - GENERAL A. PAINTS AND COATINGS: READY MIXED, EXCEPT FIELD -CATALYZED COATINGS. PREPARE PIGMENTS: 1. TO A SOFT PASTE CONSISTENCY, CAPABLE OF BEING READILY AND UNIFORMLY DISPERSED TO A HOMOGENEOUS COATING. 2. FOR GOOD FLOWAND BRUSHING PROPERTIES. 3. CAPABLE OF DRYING OR CURING FREE OF STREAKS OR SAGS. 2.03 ACCESSORY MATERIALS A. ACCESSORY MATERIALS: LINSEED OIL, SHELLAC, TURPENTINE, PAINT THINNERS AND OTHER MATERIALS NOT SPECIFICALLY INDICATED BUT REQUIRED TO ACHIEVE THE FINISHES SPECIFIED, COMMERCIAL QUALITY. B. PATCHING MATERIAL: LATEX FILLER. C. FASTENER HEAD COVER MATERIAL: LATEX FILLER. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AS INSTRUCTED BY THE PRODUCT MANUFACTURER. B. EXAMINE SURFACES SCHEDULED TO BE FINISHED PRIOR TO COMMENCEMENT OF WORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER APPLICATION. C. TEST SHOP -APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT COVER MATERIALS. 3.02 PREPARATION A. SURFACE APPURTENANCES: REMOVE OR MASK ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS PRIOR TO PREPARING SURFACES OR FINISHING. B. SURFACES: CORRECT DEFECTS AND CLEAN SURFACES WHICH AFFECT WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS THAT EXHIBIT SURFACE DEFECTS. C. MARKS: SEAL WITH SHELLAC THOSE WHICH MAY BLEED THROUGH SURFACE FINISHES, D. IMPERVIOUS SURFACES: REMOVE MILDEW BY SCRUBBING WITH SOLUTION OF TETRA -SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY. E. CONCRETE AND UNIT MASONRY SURFACES TO BE PAINTED: REMOVE DIRT, LOOSE MORTAR, SCALE, SALT OR ALKALI POWDER, AND OTHER FOREIGN MATTER. REMOVE OIL AND GREASE WITH A SOLUTION OF TRI -SODIUM PHOSPHATE, RINSE WELL AND ALLOW TO DRY. REMOVE STAINS CAUSED BY WEATHERING OF CORRODING METALS WITH A SOLUTION OF SODIUM METASILICATE AFTER THOROUGHLY WETTING WITH WATER. ALLOW TO DRY. F. GYPSUM BOARD SURFACES TO BE PAINTED: FILL MINOR DEFECTS WITH FILLER COMPOUND. SPOT PRIME DEFECTS AFTER REPAIR. G. GALVANIZED SURFACES TO BE PAINTED: REMOVE SURFACE CONTAMINATION AND OILS AND WASH WITH SOLVENT. APPLY COAT OF ETCHING PRIMER. H. UNCOATED STEEL AND IRON SURFACES TO BE PAINTED: REMOVE GREASE, MILL SCALE, WELD SPLATTER, DIRT, AND RUST. WHERE HEAVY COATINGS OF SCALE ARE EVIDENT, REMOVE BY HAND WIRE BRUSHING OR SANDBLASTING, CLEAN BY WASHING WITH SOLVENT. APPLY A TREATMENT OF PHOSPHORIC ACID SOLUTION, ENSURING WELD JOINTS, BOLTS, AND NUTS ARE SIMILARLY CLEANED. PRIME PAINT ENTIRE SURFACE, SPOT PRIME AFTER REPAIRS I. SHOP -PRIMED STEEL SURFACES TO BE FINISH PAINTED: SAND AND SCRAPE TO REMOVE LOOSE PRIMER AND RUST. FEATHER EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT. PRIME BARE STEEL SURFACES. RE -PRIME ENTIRE SHOP -PRIMED ITEM. J. METAL DOORS TO BE PAINTED: PRIME METAL DOOR TOP AND BOTTOM EDGE SURFACES. 3.03 APPLI CATION A. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S NSTRUCTIONS. B. DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. ALLOW APPLIED COATS TO DRY BEFORE NEXT COAT IS APPLIED. C. APPLY EACH COAT TO UNIFORM APPEARANCE. APPLY EACH COAT OF PAINT SLIGHTLY DARKER THAN PRECEDING COAT UNLESS OTHERWISE APPROVED. D. VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH TO REMOVE DUST AND PARTICLES JUST PRIOR TO APPLYING NEXT COAT. 3.04 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. REFER TO SECTION 150500 FOR SCHEDULE OF COLOR CODING OF EQUIPMENT, DUCT WORK, PIPING, AND CONDUIT. B. PAINT SHOP -PRIMED EQUIPMENT, WHERE INDICATED. C. REMOVE UNFINISHED LOUVERS, GRILLES, COVERS, AND ACCESS PANELS ON MECHANICAL AND ELECTRICAL COMPONENTS AND PAINT SEPARATELY. D. FINISH EQUIPMENT, PIPING, CONDUIT, AND EXPOSED DUCT WORK IN COLORS ACCORDING TO THE COLOR CODING SCHEME INDICATED. E. REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING. 3.05 CLEANING A. COLLECT WASTE MATERIAL WHICH MAY CONSTITUTE A FIRE HAZARD, PLACE IN CLOSED METAL CONTAINERS, AND REMOVE DAILY FROM SITE, 3.06 SCHEDULE - SURFACES TO BE FINISHED A. DO NOT PAINT OR FINISH THE FOLLOWING ITEMS.- 1. TEMS:1. ITEMS FULLY FACTORY -FINISHED UNLESS SPECIFICALLY NOTED 2. FIRE RATING LABELS, EQUIPMENT SERIAL NUMBER AND CAPACITY LABELS. B. PAINT THE SURFACES DESCRIBED BELOW UNDER SCHEDULE -PAINT SYSTEMS. C. MECHANICAL AND ELECTRICAL: USE PAINT SYSTEMS DEFINED FOR THE SUBSTRATES TO BE FINISHED. 1. PAINT ALL INSULATED AND EXPOSED PIPES OCCURRING IN FINISHED AREAS TO MATCH BACKGROUND SURFACES, UNLESS OTHERWISE INDICATED. 2. PAINT SHOP -PRIMED ITEMS OCCURRING IN FINISHED AREAS. 3.07 SCHEDULE- PAINT SYSTEMS A. INTERIOR WALLS -LOW ODOR/ LOW VOC, LATEX BASED EGGSHELL UNLESS NOTED OTHERWISE IN FINISH SCHEDULE. COAT #1 SHERWIN WILLIAMS PROGREEN 200 INTERIOR LATEX PRIMER, B28W2200 (4 MIL WET, 1.2 MIL DRY). COAT #2 SHERWIN WILLIAMS PROGREEN 200 INTERIOR LATEX EG -SHELL, B20W651 (4 MIL WET, 1.5 MIL DRY). COAT #3 SHERWIN WILLIAMS PROGREEN 200 INTERIOR LATEX EG -SHELL, B20W651 (4 MIL WET, 1.5 MIL DRY). B. WOOD TRIM AND DOORS - LOW-ODOR/LOW VOC, LATEX BASED SEMI -GLOSS. COAT #1 SHERWIN WILLIAMS PREPRITE PROBLOCK LATEX SEMI -GLOSS, B51S= SERIES (4 MIL WET, 1.4 MIL DRY). COAT #2 SHERWIN WILLIAMS PROGREEN 200 INTERIOR LATEX SEMI -GLOSS, B31-600 SERIES (4 MIL WET, 1.6 MIL DRY) COAT #3 SHERWIN WILLIAMS PROMAR 200 LATEX SEMI -GLOSS, B31W200 SERIES. (4 MIL. WET, 1.5 MIL. DRY) C. INTERIOR METAL DOORS, FRAMES, BOLLARDS, BUILDING COLUMNS NOT AT ROOF STRUCTURE, - LOW-ODOR/LOWER VOC, LATEX BASED SEMI -GLOSS. COAT #1 SHERWIN WILLIAMS PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-310 SERIES (5-10 MILS WET, 2-4 MILS DRY). COAT #2 SHERWIN WILLIAMS PROGREEN 200 INTERIOR LATEX SEMI -GLOSS, B31-600 SERIES (4 MIL WET, 1.6 MIL DRY). COAT #3 SHERWIN WILLIAMS PROGREEN 200 INTERIOR LATEX SEMI -GLOSS, B31-600 SERIES (4 MIL WET, 1.6 MIL DRY). E. EXTERIOR METAL DOORS, FRAMES AND BOLLARDS - SEMI -GLOSS ACRYLIC COATING. COAT #1 SHERWIN WILLIAMS PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-310 SERIES (5-10 MILS WET, 2-4 MILS DRY). COAT #2 SHERWIN WILLIAMS METALATEX ACRYLIC SEMI -GLOSS, B42 SERIES (4 MIL WET, 1.5 MIL DRY). COAT #3 SHERWIN WILLIAMS METALATEX ACRYLIC SEMI -GLOSS, B42 SERIES (4 MIL WET, 1.5 MIL DRY). F. CONCRETE FLOORS - EXPOSED CONCRETE FLOORS SHALL RECEIVE TWO COATS OF HARDENER/SEALER A -H SWAY SEALER WB MFG. BY ANTI -HYDRO INTERNATIONAL INC. 1-800-777-1773 G. WALL GRAPHIC PAINT STRIPES. PAINT SPECIFICATION PER FINISH SCHEDULE. INSTALL NUMBER OF COATS REQUIRED FOR COMPLETE COVERAGE OF SUBSTRATE COLOR -- MINIMUM OF TWO COATS. H. METAL ROOF DECK - DRYFALL WATERBORNE TOPCOATS COAT #1 SHERWIN WILLIAMS DRYFALL WATERBORNE TOPCOATS, S -W DTM ACRYLIC PRIMER/FINISH, B66W1 (2.5-4 MILS DRY PER COAT) COAT #2 SHERWIN WILLIAMS WATERBORNE TOPCOATS EGGSHELL, S -W WATERBORNE ACRYLIC DRYFALL, B42W2 (7 MILS WET, 3 MILS DRY) END OF SECTION SECTION 099723 - CONCRETE SEALERS PART 1 GENERAL 1.1 SUMMARY A. THIS SECTION SPECIFIES AN APPLIED SEALER FOR HORIZONTAL CAST -IN-PLACE CONCRETE SURFACES. B. RELATED SECTIONS: REFER TO THE FOLLOWING SPECIFICATION SECTIONS FOR COORDINATION. 1. SECTION 033000 - CAST -IN-PLACE CONCRETE. 1.2 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS. 1.3 QUALITY ASSURANCE A. MANUFACTURER: MINIMUM 10 YEARS EXPERIENCE PRODUCING CONCRETE COATINGS. B. SUITABILITY OF SUBSTRATE: CONCRETE SURFACE MUST BE CLEAN AND DRY WITH ALL STAINS, OIL, GREASE, DUST AND DIRT REMOVED PRIOR TO APPLICATION. A THOROUGH PRESSURE WASHING IS HIGHLY RECOMMENDED. D. REGULATORY REQUIREMENTS: COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND APPLICABLE CODES AT THE LOCATION OF THE PROJECT. 1.4 DELIVERY, STORAGE AND HANDLING A. DELIVER MATERIALS AND PRODUCTS IN UNOPENED FACTORY LABELED PACKAGES. PROTECT FROM DAMAGE. B. STORE IN A SAFE PLACE, OUT OF DIRECT SUNLIGHT. KEEP CONTAINERS TIGHTLY SEALED. DO NOT ALLOW PRODUCT TO FREEZE. USE WITHIN MANUFACTURER'S RECOMMENDED SHELF LIFE, APPROXIMATELY 12 MONTHS. PART 2 -PRODUCTS 2.1 MATERIALS A. V -SEAL 101 MULTI SURFACE B. PERFORMANCE: CONCRETE SEALERS SHALL MEET OR EXCEED THE FOLLOWING: 1. COVERAGE: AS RECOMMENDED BY MANUFACTURER. 2. MOISTURE RETENTION, TEST ASTM C 309: 0.21 KG/M2 AT 200 FT PER GALLON AND 0.32 KG/M2 AT 300 FT PER GALLON. 3. GASOLINE RESISTANCE: SLIGHT DULLING AFTER15-MINUTE EXPOSURE (PONDING). 4. TG: 50°C. 5. TUKON HARDNESS: 30 MINUTES AT 180°F, 9.3-130 MINUTES AT 300°F, 13.7. 6. PENCIL HARDNESS: 30 MINUTES AT 180°F, F; 30 MINUTES AT 300°F, H. 7. SPRAY CONDITIONS, VISCOSITY: 19 SECONDS, NO. 2 ZHAN CUP. 8. ABRASION RESISTANCE: 160 MG LOST, CS -17 WHEEL, 1000 G LOAD, 1000 CYCLES PART 3 - EXECUTION 3.1 PREPARATION A. INSPECTION: PRIOR TO START OF APPLICATION, INSPECT EXISTING CONDITIONS TO ENSURE SURFACES ARE SUITABLE FOR INSTALLATION INCLUDING THE FOLLOWING: 1. CONCRETE HAS CURED FOR A MINIMUM OF 28 DAYS PRIOR TO APPLICATION OF SEALER. 2. SURFACE IS COMPLETELY FREE OF SEALERS, OILS, DIRT, PAINT, ALKALI, PENETRATING SEALERS AND FOREIGN MATERIALS THAT WOULD PREVENT THE SEALER FROM PENETRATING THE CONCRETE SURFACE. 3. CONCRETE HAS BEEN SWEPT CLEAN. 4. TEST AREA HAS BEEN APPROVED. 3.2 APPLICATION A. CONCRETE SEALER: STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS INCLUDING THE FOLLOWING. 1. CLEAN SURFACE AS RECOMMENDED BY MANUFACTURER. 2. ALL CONCRETE FLATWORK DESIGNATED AS BEING SEALED IN THE PLANS AND SPECIFICATIONS SHALL BE SEALED WITH 2-3 EVEN COATS OF SEALER, AT THE RATE OF APPROXIMATELY 150 TO 200 SQUARE FEET PER GALLON. 3.3 CLEANING AND PROTECTION PROTECTION: DO NOT COVER, BUT PROTECT FLOOR AREA FROM PAINT AND OTHER CONTAMINATES THAT COULD INHIBIT THE SEALER, END OF SECTION SECTION 102600 - WALL AND DOOR PROTECTION PART 1- GENERAL 1.1 PRODUCTS A. WALL GUARDS 1. PLASTIC CRASH RAIL: WITH RETAINER CLIPS a. SURFACE MOUNTED 2. MANUFACTURER: a. GRAND ENTRANCE: SCR -50 CRASH RAIL, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. b. MCCUE CORPORATION, CART STOP GR; INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. LENGTH AS INDICATED ON DRAWINGS. c. MCCUE CORPORATION, CART STOP SP; INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. LENGTH AS INDICATED ON DRAWINGS. CORNER GUARDS 1. SURFACE MOUNTED, RESILIENT, PLASTIC TYPE: 4 FEET HIGH, USING RETAINER CLIPS. 2. MANUFACTURER.- a. ANUFACTURER:a. GRAND ENTRANCE: VA SERIES CORNER GUARDS. END OF SECTION SECTION 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES PART 1GENERAL 1.01 SECTION INCLUDES A. GRAB BARS. 1.02 RELATED SECTIONS A. SECTION 061000 -WOOD BLOCKING AND CURBING: CONCEALED SUPPORTS FOR ACCESSORIES, INCLUDING IN WALL FRAMING AND PLATES. 1.03 REFERENCES 1.04 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PRODUCT DATA: PROVIDE DATA ON ACCESSORIES DESCRIBING SIZE, FINISH, DETAILS OF FUNCTION, ATTACHMENT METHODS. 1.05 COORDINATION A. COORDINATE THE WORK WITH THE PLACEMENT OF INTERNAL WALL REINFORCEMENT TO RECEIVE ANCHOR ATTACHMENTS. PART 2 PRODUCTS 2.01 MANUFACTURERS A. REFER TO SCHEDULE ON DRAWINGS. B. OTHER ACCEPTABLE MANUFACTURERS: 1. SUBSTITUTIONS: SECTION 016000 - PRODUCT REQUIREMENTS. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFY EXACT LOCATION OF ACCESSORIES FOR INSTALLATION. C. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON DRAWINGS. 3.02 PREPARATION A. DELIVER INSERTS AND ROUGH -IN FRAMES TO SITE FOR TIMELY INSTALLATION. B. PROVIDE TEMPLATES AND ROUGH -IN MEASUREMENTS AS REQUIRED. 3.03 INSTALLATION A. INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. B. INSTALL PLUMB AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. C. MOUNTING HEIGHTS AND LOCATIONS: AS REQUIRED BY ACCESSIBILITY REGULATIONS AND AS INDICATED ON DRAWINGS END OF SECTION SECTION 104416 - FIRE EXTINGUISHERS PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS AND MOUNTING BRACKETS FOR FIRE EXTINGUISHERS. 1.2 QUALITY ASSURANCE A. NFPA COMPLIANCE: FABRICATE AND LABEL FIRE EXTINGUISHERS TO COMPLY WITH NFPA 10, "PORTABLE FIRE EXTINGUISHERS." B. FIRE EXTINGUISHERS: LISTED AND LABELED FOR TYPE, RATING, AND CLASSIFICATION BY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1.3 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE FIRE EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: a. FAILURE OF HYDROSTATIC TEST ACCORDING TO NFPA 10. b. FAULTY OPERATION OF VALVES OR RELEASE LEVERS. 2. WARRANTY PERIOD: MANUFACTURER'S STANDARD FORM AND TERM. PART 2 - PRODUCTS 2.1 PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS A. FIRE EXTINGUISHERS: TYPE, SIZE, AND CAPACITY FOR EACH MOUNTING BRACKET INDICATED. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING.- a. OLLOWING:a. ANSUL INCORPORATED, TYCO INTERNATIONAL LTD. b. BUCKEYE FIRE EQUIPMENT COMPANY. c. LARSEN'S MANUFACTURING COMPANY. d. MOON -AMERICAN. e. PYRO-CHEM, TYCO SAFETY PRODUCTS. 2. INSTRUCTION LABELS: INCLUDE PICTORIAL MARKING SYSTEM COMPLYING WITH NFPA 10, APPENDIX B. B. DRY -CHEMICAL TYPE: UL -RATED 10 LB. ABC, WITH MONOAMMONIUM PHOSPHATE BASED CHEMICAL IN STAINLESS-STEEL CONTAINER, WITH PRESSURE -INDICATING GAGE. 2.2 MOUNTING BRACKETS A. MOUNTING BRACKETS: MANUFACTURER'S STANDARD GALVANIZED STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF FIRE EXTINGUISHERS INDICATED, WITH PLATED OR RED BAKED -ENAMEL FINISH. B. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION. LOCATE AS INDICATED BY ARCHITECT. 1. IDENTIFY BRACKET -MOUNTED FIRE EXTINGUISHERS WITH THE WORDS "FIRE EXTINGUISHER" IN RED LETTER DECALS APPLIED TO MOUNTING SURFACE. a. ORIENTATION: VERTICAL. PART 3 - EXECUTION 3.1 INSTALLATION A. EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGING AND TAGGING. 1. REMOVE AND REPLACE DAMAGED, DEFECTIVE, OR UNDERCHARGED FIRE EXTINGUISHERS. B. INSTALL FIRE EXTINGUISHERS AND MOUNTING BRACKETS IN LOCATIONS INDICATED AND IN COMPLIANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 1. MOUNTING BRACKETS: 54 INCHES (1372 MM) ABOVE FINISHED FLOOR TO TOP OF FIRE EXTINGUISHER. C. MOUNTING BRACKETS: FASTEN MOUNTING BRACKETS TO SURFACES, SQUARE AND PLUMB, AT LOCATIONS INDICATED. END OF SECTION SECTION 124816 - ENTRANCE FLOOR GRILLES PART1- GENERAL 1.01 SUMMARY A. SECTION INCLUDES: [ENTRANCE MATTING SYSTEMS, INCLUDING VINYL FOOT GRIDS] B. RELATED SECTIONS: SECTION(S) RELATED TO THIS SECTION INCLUDE: 1. SECTION 033000 - CAST -IN-PLACE CONCRETE. 2. SECTION 087100- DOOR HARDWARE. 1.02 REFERENCES A. STANDARDS LISTED BY REFERENCE, INCLUDING REVISIONS BY ISSUING AUTHORITY, FORM A PART OF THIS SPECIFICATION SECTION TO EXTENT INDICATED. THE STANDARDS LISTED HERE ARE IDENTIFIED WITH A DESIGNATION NUMBER, TITLE OR OTHER DESIGNATION ESTABLISHED BY THE ISSUING AUTHORITY. B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. ASTM C1028 STATIC COEFFICIENT OF FRICTION 1.03 SYSTEM DESCRIPTION A. PERFORMANCE REQUIREMENTS: PROVIDE VINYL GRID ENTRANCE FLOOR MAT SYSTEM, WHICH HAS BEEN MANUFACTURED AND INSTALLED TO MAINTAIN PERFORMANCE CRITERIA STATED BY MANUFACTURER WITHOUT DEFECTS, DAMAGE OR FAILURE. 1.04 SUBMITTALS A. GENERAL: SUBMIT LISTED SUBMITTALS IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT AND DIVISION 1 SUBMITTAL PROCEDURES SECTION. B. PRODUCT DATA: SUBMIT PRODUCT DATA, INCLUDING MANUFACTURER'S SPECIFICATION SHEET AND INSTALLATION INSTRUCTIONS FOR SPECIFIED PRODUCTS. INCLUDE METHODS OF INSTALLATION AND SUBSTRATE PREPARATION FOR EACH TYPE OF SUBSTRATE. C. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES AND PRODUCT COMPONENTS, INCLUDING ANCHORAGE, ACCESSORIES, FINISH COLORS, PATTERNS AND TEXTURES. D. SAMPLES: SUBMIT SAMPLES FOR EACH TYPE AND COLOR OF EXPOSED ENTRANCE MAT, FRAMES AND ACCESSORIES REQUIRED. PROVIDE SAMPLES OF MAT MATERIALS. E. QUALITY ASSURANCE SUBMITTALS: (1) CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES, AND (2) MANUFACTURER'S INSTALLATION INSTRUCTIONS. F. CLOSEOUT SUBMITTALS: (1) CLEANING & MAINTENANCE DATA (INCLUDE METHODS FOR MAINTAINING INSTALLED PRODUCTS AND PRECAUTIONS AGAINST CLEANING MATERIALS AND METHODS DETRIMENTAL TO FINISHES AND PERFORMANCE), AND (2) WARRANTY. 1.05 QUALITY ASSURANCE A. INSTALLER: INSTALLER SHOULD BE HIGHLY EXPERIENCED IN PERFORMING WORK OF THIS SECTION, HAVING PREVIOUSLY DONE WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. 1.06 SEQUENCING/SCHEDULING A. ORDERING: COMPLY WITH MANUFACTURER'S ORDERING INSTRUCTIONS AND LEAD-TIME REQUIREMENTS TO AVOID CONSTRUCTION DELAYS. B. DELIVERY: DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL, UNOPENED, UNDAMAGED PACKAGING. C. STORAGE: STORE MATERIALS AT TEMPERATURE AND IN HUMIDITY CONDITIONS RECOMMENDED BY MANUFACTURER AND PROTECT FROM EXPOSURE TO HARMFUL WEATHER CONDITIONS. D. INSTALLATION: EXCEPT AS OTHERWISE INDICATED HEREIN, SEQUENCING OR SCHEDULING FOR PERFORMANCE OF WORK OF THIS SECTION IN RELATION WITH OTHER WORK IS CONTRACTOR'S OPTION. DELAY INSTALLATION OF MATS UNTIL NEAR TIME OF SUBSTANTIAL COMPLETION FOR THE PROJECT. 1.07 PROJECT CONDITIONS A. TEMPERATURE: MAINTAIN TEMPERATURE WHERE PRODUCTS WILL BE INSTALLED BEFORE, DURING AND AFTER INSTALLATION AS RECOMMENDED BY MANUFACTURER. B. FIELD MEASUREMENTS: WHERE POSSIBLE, VERIFY ACTUAL MEASUREMENTS BY FIELD MEASURING BEFORE FABRICATION AND INCLUDE MEASUREMENTS IN SHOP DRAWINGS. TO AVOID CONSTRUCTION DELAYS, COORDINATE FIELD MEASUREMENTS AND FABRICATION SCHEDULE BASED UPON CONSTRUCTION PROGRESS. PART 2- PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. PROVIDE ULTRA ENTRY BY: MATS INC., PO BOX 839, 37 SHUMAN AVENUE, STOUGHTON, MA, 02072; TELEPHONE 800-628-7462 OR 781-344-1536; FAX 781-344-1537; WWW.MATSINC.COM. 2.02 MATERIALS A. VINYL FOOT GRILLE: CONSTRUCTED FROM 30 PERCENT POST-INDUSTRIAL RECYCLED POLYVINYL CHLORIDE (PVC) IF GRAY OR OTHER COLORS, AND UP TO 100 PERCENT POST-INDUSTRIAL RECYCLED PVC IF BLACK. WELDED IN A NON -HINGED, GRILLE DESIGN WITH AN EMBOSSED NON-SKID SURFACE, (NON -EMBOSSED SURFACES NOT ACCEPTABLE) TO SIZES INDICATED WITH THE FOLLOWING CHARACTERISTICS: 1. ULTRA ENTRY: EXTRUDED PVC GRID, GRAY COLOR, WITH POLYAMIDE NYLON 6.6 FIBER INSERT IN CHARCOAL COLOR. B. FRAMING AND NOSING ACCESSORIES FOR VINYL FOOT GRILLE 1. SURFACE MOUNTED APPLICATION: 3/8" INCHES GRID AND BEVELED, HEAVY-DUTY ATTACHED NOSING. C. PRODUCT TESTING FOR VINYL FOOT GRILLE 1. ASTM C1028 STATIC COEFFICIENT OF FRICTION: WET, 1.01; DRY, 0.97 2.03 PRODUCT SUBSTITUTIONS A. SUBSTITUTIONS: NO SUBSTITUTIONS PERMITTED. PART 3 - EXECUTION 3.01 SUBSTRATE PREPARATION A. EXAMINE SUBSTRATES AND CONDITIONS WHERE FLOOR MATS WILL BE INSTALLED. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. SUB FLOOR SHALL BE CLEAN AND DRY, AND WITHIN ACCEPTABLE TOLERANCES. 3.02 INSTALLATION A. SIZES: SHOP -FABRICATE UNITS OF FLOOR MAT TO GREATEST EXTENT POSSIBLE IN SIZES AS INDICATED. WHERE NOT INDICATED OTHERWISE, PROVIDE SINGLE UNIT FOR EACH MAT INSTALLATION, BUT DO NOT EXCEED MANUFACTURER'S MAXIMUM SIZE RECOMMENDATION FOR UNITS INTENDED FOR REMOVAL AND CLEANING. WHERE JOINTS IN MATS ARE NECESSARY, SPACE SYMMETRICALLY AND AWAY FROM NORMAL TRAFFIC LANES, MITER CORNER JOINTS IN FRAMING ELEMENTS WITH HAIRLINE JOINTS OR PROVIDE PREFABRICATED CORNER UNITS WITHOUT JOINTS. WHERE POSSIBLE, VERIFY SIZES BY FIELD MEASUREMENT BEFORE SHOP FABRICATION. B. ACCESSORIES: FOR RECESSED, PROVIDE ALUMINUM FRAMEWORKAS RECOMMENDED BY MANUFACTURER.. C. GENERAL: STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE INSTALLATION WITH ADJACENT WORK TO ENSURE PROPER CLEARANCES AND TO PREVENT TRIPPING HAZARDS. 3.03 CLEANING AND PROTECTION A. GENERAL CLEANING: REFER TO MANUFACTURER'S CLEANING AND MAINTENANCE INSTRUCTIONS. B. OWNER'S PERSONNEL: INSTRUCT OWNER'S PERSONNEL IN PROPER MAINTENANCE PROCEDURES. C. PROTECTION: PROTECT INSTALLED PRODUCT AND FINISH SURFACES FROM DAMAGE DURING CONSTRUCTION AND UNTIL ACCEPTANCE. END OF SECTION Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEA • Drawn By: GGA Project No.: 1517q n� V UJ O W 0 D Z o� M C�La�-N �aZN 0=M 0 W r'w Q � V W Z m Z ~ Z ._IV- CM Q V Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com AS1m7 U.L. #U419 NOVEMBER 12, 2008 NONBEARING WALL RATINGS- «.l OR 4 MOM I 44 0 1. FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX. 2. STEEL STUDS -- CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS* -- (REQUIRED AS INDICATED UNDER ITEM 4) -- MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 3A. BATTS AND BLANKETS* -- (OPTIONAL) -- PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4. GYPSUM BOARD* -- GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS: WALLBOARD PROTECTION ON EACH SIDE OF WALL MIN. MIN. THICKNESS OF STUD NO. OF LAYERS AND INSULATION RATING DEPTH THICKNESS OF PANELS (ITEM 3) 1 3-1/2 1 LAYER, 5/8 IN. THICK OPTIONAL 1 2-1/2 1 LAYER, 3/4 IN. THICK 1-1/2 IN. 1 1-5/8 1 LAYER, 3/4 IN. THICK OPTIONAL 2 1-5/8 2 LAYER, 1/2 IN. THICK OPTIONAL 2 1-5/8 2 LAYER, 5/8 IN. THICK OPTIONAL 2 3-1/2 1 LAYER, 3/4 IN. THICK 3 IN. 3 1-5/8 3 LAYER, 1/2 IN. THICK OPTIONAL 3 1-5/8 3 LAYER, 3/4 IN. THICK OPTIONAL 3 1-5/8 3 LAYER, 5/8 IN. THICK OPTIONAL 4 1-5/8 4 LAYER, 5/8 IN. THICK OPTIONAL 4 1-5/8 4 LAYER, 1/2 IN. THICK OPTIONAL 4 2-1/2 2 LAYER, 3/4 IN. THICK 2 IN. CANADIAN GYPSUM COMPANY -- 1/2 IN. THICK TYPE C, IP -X2 OR IPC -AR; WRC, 5/8 IN. THICK TYPE AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX OR WRC; 3/4 IN. THICK TYPE IP -X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC. UNITED STATES GYPSUM CO -- 112 IN. THICK TYPE C, IP -X2, IPC -AR OR WRC; 5/8 IN. THICK TYPE SCX, SHX, WRX, IP -X1, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR; 3/4 IN. THICK TYPE IP -X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC. USG MEXICO S A DE C V -- 1/2 IN. THICK TYPE C, IP -X2, IPC -AR OR WRC; 5/8 IN. THICK TYPE AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX, WRC OR; 3/4 IN. THICK TYPE IP -X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC. 4A. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEM 4) -- 5/8 IN. THICK, 2 FT. WIDE, TONGUE AND GROOVE EDGE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING (ITEM 7) NOT REQUIRED. CANADIAN GYPSUM COMPANY -- TYPE SHX. UNITED STATES GYPSUM CO -- TYPE SHX. USG MEXICO S A DE C V -- TYPE SHX. 5. FASTENERS -- (NOT SHOWN) -- TYPE S OR S-12 STEEL SCREWS USEDYER- 1-5/ TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN. FROM FIRST LAYER. THREE -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. FOUR -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 112 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 112 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. 6. FURRING CHANNELS -- (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) -- RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A. 6A. STEEL FRAMING MEMBERS (NOT SHOWN)* -- (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) -- AS AN ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS -- FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 5. NOT FOR USE WITH ITEM 4A. B. STEEL FRAMING MEMBERS*-- USED TO ATTACH FURRING CHANNELS (ITEM 6A) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC., AND SECURED TO STUDS WITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PAC INTERNATIONAL INC -- TYPE RSIC-1. 7. JOINT TAPE AND COMPOUND --VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. 8. SIDING, BRICK OR STUCCO -- (OPTIONAL, NOT SHOWN) -- ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK. 9. CAULKING AND SEALANTS* --(OPTIONAL, NOT SHOWN) --A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. UNITED STATES GYPSUM CO -- TYPE AS *BEARING THE UL CLASSIFICATION MARK MAX PIPE OR CONDUIT DIAM, IN (mm). F RATING, HR. T RATING, HR. 1 (25) 1 OR 2 0+, 1 OR 2 1 (25) 3 OR 4 3 OR 4 4 (102) 1 OR 2 0 6(152) 30R4 0 12 (305) 1 OR 2 0 U. L. #W -L-1001 June 15, 2005 F Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient - less than 1 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq ft SECTION A -A - 1. WALL ASSEMBLY —THE 1, 2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS —WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM. 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD*— NOM. 1/2 OR 5/8 IN. (130R 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). 2. THROUGH PENETRANT— ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE — NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE— NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. (305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. C. CONDUIT— NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING D. COPPER TUBING — NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING E. COPPER PIPE — NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F. THROUGH PENETRATING PRODUCT*— FLEXIBLE METAL PIPING—THE FOLLOWING TYPES OF STEEL FLEXIBLE METAL GAS PIPING MAY BE USED: 1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. OMEGA FLEX INC 2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. TITEFLEX CORP A BUNDY CO 3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. WARD MFG INC 3. FILL, VOID OR CAVITY MATERIAL*— CAULK OR SEALANT —MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32, 48 AND 64 MM) THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: +WHEN COPPER PIPE IS USED, T RATING IS 0 HR. 3M COMPANY — CP 25WB+ CAULK OR FB -3000 WT SEALANT, *BEARING THE UL CLASSIFICATION MARKING U.L. #W -L-1017 APRIL 30, 1998 (FORMERLY SYSTEM NO, 328) F RATINGS -1 ^40 Z MC I1Q rr1H 9) T RATM -O M! L MATRO AT AMW -Lm TrMN I el'Fy!!01 rT L RATi9Nb AT 400 r -L®O T}Wi 1 eR4" for A +#IA 32 2 A 1. WALL ASSEMBLY —THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARDISTUD WALL 1C ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MAWf'E�ION A -A DESCRIBED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS — WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN, DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* — NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, NUMBER OF LAYERS AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF CIRCULAR THROUGH OPENING CUT THROUGH GYPSUM WALLBOARD ON EACH SIDE OF WALL ASSEMBLY TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. LARGER THAN OUTSIDE DIAM OF FLEXIBLE METAL CONDUIT (ITEM 2) INSTALLED IN THROUGH OPENING, SIDE EDGE OF CIRCULAR OPENING TO BE MIN 3 IN. FROM NEAREST STUD IN WALL CAVITY. C. FASTENERS —WHEN WOOD STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN. WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS WITH TYPE S SELF -DRILLING, SELF -TAPPING BUGLE -HEAD STEEL SCREWS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN. 2. THROUGH PENETRATING PRODUCT* — FLEXIBLE METAL CONDUIT — NOM 4 IN. DIAM (OR SMALLER) ALUMINUM OR STEEL FLEXIBLE METAL CONDUIT+. MAX ONE FLEXIBLE METAL CONDUIT TO BE INSTALLED NEAR CENTER OF CIRCULAR OPENING IN GYPSUM WALLBOARD. FLEXIBLE METAL CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. AFC CABLE SYSTEMS INC FILL, VOID OR CAVITY MATERIAL* — CAULK — CAULK FILL MATERIAL FORCED INTO ANNULAR SPACE AROUND ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL OPENING IN GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL ASSEMBLY. A MIN 5/8 IN. THICKNESS OF CAULK IS REQUIRED FOR THE 1 HR F RATING. A MIN 1-1/4 IN. THICKNESS OF CAULK IS REQUIRED FOR THE 2 HR F RATING. 3M COMPANY — CP 25WB+ *BEARING THE UL CLASSIFICATION MARKING t CQ rn Cc •e 17, d, \ Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW • Drawn By: Er6%i Project No.: 15179 n� V aS O W Z auw UUON C� F= r) N N Q pam = c� �' J Cl U. W > J amU W Z m Z ~ Z Q _ Q IJ N iJ a0 HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com �i GENERAL NOTES a. ONCE DEMOLITION IS COMPLETE, GC TO VERIFY ALL OVERALL DIMENSIONS, COLUMN LOCATIONS, COLUMN SIZES, ETC. GC TO PROVIDE PLAN WITH DIMENSIONS SHOWING INFORMATION TO ARCHITECT & PSP PROJECT MANAGER. PSP TO RECEIVE CONFORMATION DIMENSIONS WEEK TWO OF CONSTRUCTION. b. GC IS TO VERIFY INTERIOR FLOOR FINISH ELEVATION TO EXTERIOR GRADE PRIOR TO DEMOLITION OF EXTERIOR WALLS FOR NEW DOORS, SCISSOR LIFT, ETC. IF THEY ARE NOT FLUSH, NOTIFY ARCHITECT IMMEDIATELY, OPENING MAY BE REVISED TO ACCOUNT FOR THIS DISCREPANCY. 1 2 3 q 5 EXI5TING DEM151N6 WALL: 6YP. BOARD EACH SIDE OF METAL STUDS ADJACENT FLOOR DEMO AT NLW REGE55ED FLOOR MATT. REFER TO PLANS FOR LOCATION / LAYOUT REMOVE ANY AND ALL EXISTING LI&HTIN6, FLOORING, GEILIN6 EXISTING STOREFRONT REMOVED. TREATMENTS, F VAC EQUIPMENT, COORDINATE WITH NEA OPENING ON SHEET Al. FIXTURES, ETC IN THE SPACE. -e - EXISTING 5`70REFRDNT TO REMAIN. ZEX15TIN(Sp STRUCTURAL SYSTEM TO REMAIN. 01 1 DEMOLITION PLAN EXISTING CON RETE FLOOR. PREP SMOOTH JNDER RECOMENDATI N5 WITH TENANT5 APPROVED FLOOR FINISH VENDOR. NO ARDEX 15 ALLOWED — EXISTING DEMISING WALL: GYP. BOARD EACH 51DE OF METAL STUDS 07 II ALL EXISTING WALLS ARE TO BE REMOVED, EXCEPT WHERE NOTED FLOOR DEMO AT PET WASH 5TATION5. REFER. TO PLANS FOR ACTUAL LOCATION. 1-1 �I II II II ALL EXI WALLS ARE TO BE MOVED, EXCEPT RE NOTED. EXISTING DI ORI L � AND FRAM TO BE I � — REMOVED. EXIST 6 L EXISTING GEILIN6 I TO 5 AI1` ATMENTS TO BE MOVED. EI ALL EXISTING WALLS RE TO BE REMOVED, EXCEPT WHERE NOTED. II X STI TO REMAIN. _� I � t ADJACENT TENANT �Q z_4 ?� N REMOVE ALL EXI5TIN6 REMOVE ALL EXI5TIN6 SINKS, TOILETS, URINALS, ELECTRICAL EQUIPMENT. REMOVE ALL EXISTING RTU'S AND uXi O PARTITIONS, ACCESSORIES, ETC. REFER TO ELECTRICAL lu ASSOCIATED UIPMENT. REVIEW ALL PLUMBING ROU6HIN5 TO DRAWINC75 FOR the specific project named herein is MEP DRA 41NC75 TO VERIFY SCOPE strictly prohibited without expressed REMAIN FOR RECONNECTION. COORDINATION OF NEW written consent of Herschmen OF DEMO AND RE-U5E PRIOR TO DEMO WORK. I __X -e - EXISTING 5`70REFRDNT TO REMAIN. ZEX15TIN(Sp STRUCTURAL SYSTEM TO REMAIN. 01 1 DEMOLITION PLAN EXISTING CON RETE FLOOR. PREP SMOOTH JNDER RECOMENDATI N5 WITH TENANT5 APPROVED FLOOR FINISH VENDOR. NO ARDEX 15 ALLOWED — EXISTING DEMISING WALL: GYP. BOARD EACH 51DE OF METAL STUDS 07 II ALL EXISTING WALLS ARE TO BE REMOVED, EXCEPT WHERE NOTED FLOOR DEMO AT PET WASH 5TATION5. REFER. TO PLANS FOR ACTUAL LOCATION. 1-1 �I II II II ALL EXI WALLS ARE TO BE MOVED, EXCEPT RE NOTED. EXISTING DI ORI L � AND FRAM TO BE I � — REMOVED. EXIST 6 L EXISTING GEILIN6 I TO 5 AI1` ATMENTS TO BE MOVED. EI ALL EXISTING WALLS RE TO BE REMOVED, EXCEPT WHERE NOTED. II X STI TO REMAIN. _� I � t ALL EXISTING ELECT. METERS TO REMAIN. ALL EXISTING BOLLARDS TO REMAIN. ALL EXI5TIN6 BOLLARDS TO REMAIN. EXISTING OVERHEAD DOOR TO REMAIN. O /� REMOVE EXISTING / TRASH COMPACTOR. EXISTING SPRINKLER 5I5/R15ER AND 5URROUNDIN6 WALLS TO REMAIN. REMOVE EXISTING RECEIVIN6 DOORS AND FRAME. PREP OPENING TO RECEIVE NEW DOORS > AND FRAME. 6—EXISTING ELECT. METER / TO REMAIN. //EXISTING WATER METER TO REMAIN. ADJACENT TENANT �Q z_4 ?� N REMOVE ALL EXI5TIN6 REMOVE ALL EXI5TIN6 SINKS, TOILETS, URINALS, ELECTRICAL EQUIPMENT. as Instruments of service are given uXi O PARTITIONS, ACCESSORIES, ETC. REFER TO ELECTRICAL lu W O ALL EXISTING ELECT. METERS TO REMAIN. ALL EXISTING BOLLARDS TO REMAIN. ALL EXI5TIN6 BOLLARDS TO REMAIN. EXISTING OVERHEAD DOOR TO REMAIN. O /� REMOVE EXISTING / TRASH COMPACTOR. EXISTING SPRINKLER 5I5/R15ER AND 5URROUNDIN6 WALLS TO REMAIN. REMOVE EXISTING RECEIVIN6 DOORS AND FRAME. PREP OPENING TO RECEIVE NEW DOORS > AND FRAME. 6—EXISTING ELECT. METER / TO REMAIN. //EXISTING WATER METER TO REMAIN. SCALE: 1/8" = V-0- P C—) er} , v cc - 7 y Q ADJACENT TENANT N REMOVE ALL EXI5TIN6 REMOVE ALL EXI5TIN6 SINKS, TOILETS, URINALS, ELECTRICAL EQUIPMENT. as Instruments of service are given In confidence and remain the property PARTITIONS, ACCESSORIES, ETC. REFER TO ELECTRICAL ofHerschmen Architects. The use of this design and these construction ALL PLUMBING ROU6HIN5 TO DRAWINC75 FOR the specific project named herein is strictly prohibited without expressed REMAIN FOR RECONNECTION. COORDINATION OF NEW written consent of Herschmen Architects, Incorporated. REFER TO SHEETS A4.0 AND Act.1 AND EXI5TIN6 . Issue 02-15-16 PERMIT FOR ADDITIONAL DETAILS. SCALE: 1/8" = V-0- P C—) er} , v cc - 7 y Q 11 Drawn By: G6W Project No.: 151-71 nz V am W z �. dZ �/ LJ au W V 0 CSC Zmoo Q co fa.~N Q 0 .-J 0 �w>� J QmU -' v w > Z m E= UJU Z F -Z a J r' J F- N F - Q Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com N Design and construction documents as Instruments of service are given In confidence and remain the property ofHerschmen Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW • 11 Drawn By: G6W Project No.: 151-71 nz V am W z �. dZ �/ LJ au W V 0 CSC Zmoo Q co fa.~N Q 0 .-J 0 �w>� J QmU -' v w > Z m E= UJU Z F -Z a J r' J F- N F - Q Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com t WALL LEGEND GENERAL NOTES ROOF DECK O F O 12,ErK ROOF DECK EXIS INC Al A2 <A3> EXISTING EXISTING EXISTING C1 C2 EXI5TIN6 �. ONE SIDE: ONE SIDE: ONE SIDE: eC 0 WALL 3. TOREFRONT WALL WALL PWEARIMETER / EXISTING GYPSUM 5/8" GYP. 5/8" GYP. 5/8" GYP. ONE HOUR 'FIRE G O 4. 5. BOLLARD, EXISTING TO REMAIN, PAINT. VINYL CORNER GUARD TO 48" AFF. REFER TO DETAIL 10/A8.0. BOARD OVER BOARD OVER BOARD FROM 4'-0"BOARD OVER 3 5/8" METAL CEILING WHERE 6" METAL EGGGATE n5I5TANGE NOTE: EXI5TIN6 TO UNDERSIDE OF CEILING WHERE 3 5/8" METAL DECK CEILING STUD (7GGUR5 (TYP) STUD OCCURS (TYP) STUD CEILING WHRATED ERE 6. EXISTING BUILDING COLUMN. REMOVE ALL FURRING, HARDWARE, CLEAN, PREP GYPSUM BOARD MUST BE CUT METAL STUDS FRAMING AT - - -FRAMING AT \ FRAMING AT Lff OCCURS (TYP) 'WALL' ONE SIDE: AND PAINT P-1, SEMI GLOSS, TYP. NEW 5/8" M015TURE 16" O.G. TO I6" O.G. TO 16" O.G. TO VESTIBULE CHOLES ALL 5/8" GYP. ALL DEMISING WALLS AND EXTERIOR PERIMETER WALLS ONE SIDE: INSTALL 2x CLEATS TO WALL BEHIND PERIMETER RACKING. REFER TO RE515TANT 6YP5UM BOTTOM OF BOTTOM OF BOTTOM OF STOREFRONT GLAZING HOLES AND PROVIDE FIRE CAULK OVER FIRE SAFING INSULATION AT VOIDS AT BOARD BOTH 5/8" GYP. 2. BOARD (ALIGN ROOF DECK. ROOF DECK. ROOF DECK. TO MATCH EXISTING �GL05E TO DECK. TYPE GYPSUM BOARD EACH SIDE OVER SIDES: BOARD FLUSH N EXIST. GYP. ONE SIDE: 5 BDJAPPIED .�/8 GYP. STOREFRONT 'VERIFY DEMISING WALLS FOR TIGHT CLEAN FINISH AND TO 9. EXISTING NEW 5/8" OVER HAT t DIRECTLY TO 2 1/2" E30ARD OVER 3 BOTH SIDES: BOTH SIDES: ONE SIDE: ONE SIDE: ,THAT EXTERIOR GYP. BOARD MAINTAIN THE NECESSARY FIRE SEPARATION. REFER TO 3/A1.0. CHANNEL = Q z �p OVER NOT USED. RECESSED WALK -OFF MAT. REFER TO DETAIL 13/A8.0. METAL STUDS FROM 1: 115/8" METAL 5/8" GYP. BOARD �� 5/8 GYP. 5/8 GYP. BOARD BOTH SIDES: BOTH SIDES: `STUD n BOTH SIDES: 5/8 GYP. BOARD WALLS ARE 50 TO MAINTAIN FIRE RATING. -L W 3. FLOOR TO 4'-0" BOARD OVER 3 FRAMING OVER 3 5/8" OVER 6" METAL 5/8" GYP. BOARD 5/8" GYP. A.F.F. APPLY FRP AT I6" O.G. TO METAL STUD OVER 3 5/8" METAL 5/8" GYP. BOARD OVER 6" METAL LOCATION FOR AQUARIUM FILTRATION EQUIPMENT. MOUNT 36" AFF. PROVIDE (RAMSET, I.C.B.O. #1639 OR APPROVED ST STOREFRONT EXISOVERTING MASONRY X R VOIDS AT DECK. ADHERE TO 5/8 METAL STUD STUD FRAMING OVER 3 5/8" 25 BOARD OVER 3 6" ABOVE STUD FRAMING AT 16" ,INDICATED PUBLIC PET WASH, GROOMER'S BATHING, RESTROOMS BOTTOM METAL WALL, CONSTRUCTION PANEL OVER GYP. FRAMING �� AT I6" " � :: FRAMING AT Ib" AT Ib O.G. TO 6 GA. METAL STUD 5/8 METAL STUD FRAMING O.G. TO b ABOVE ABOVE ANY 3"X6"X16 GA. TOP TRACK OR OF ROOF STUD AND BEHIND FRP PANELS. 5/8" THICK DENS -SHIELD BOTTOM OF PHONE/DATA BOARD. BD. CEILING WHERE O.G. TO b ABOVE �� O.G. TO BOTTOM ABOVE CEILING FRAMING TO 4 -O STUD FRAMING CEILING WHERE AT I6 O.G. TO CEILING. 3"X6" BENT METAL PLATE AS DECK. FRAMING. FIN15H ROOF DECK. OF ROOF DECK. CEILING CEILING WHERE WHERE CEILING A.F.F. AT 16" O.G. TO CEILING OCCURS. SEE BOTTOM OF ROOF ELECTRICAL SERVICE PANELS. SECURE TOP TRACK TO FLOOR FIRE RATING. OGGURS. GEILING OCCURS. OCCURS. SEE NOTE II 8'-O" AFF DETAIL 03/A7.0. DEGK. FINISH WALL TILE. 15. NOT USED. FINISH FLOOR SLAB. REFER TO FINISH ROOF DECK FLUTES 3/4" GAP IN GYPSUM BOARD A. NO COLUMN BUMP OUTS ARE PERMITTED ALONG PERIMETER SALES FLOOR WALL DUE TO RACKING REQUIREMENTS. G.C. TO VERIFY ALL PERIMETER WALLS ARE FLUSH UNLESS NOTED OTHERWISE. G.C. TO NOTIFY ARCHITECT IF ADDITIONAL WALLS NEED TO BE CONSTRUCTION TO ACHIEVE FLUSH SALES FLOOR PERIMETER WALLS. B. G.C. TO VERIFY ALL OVERALL DIMENSIONS, COLUMN LOCATIONS, COLUMN SIZES, ETC. ONCE DEMOLITION IS COMPLETED. G.C. TO PROVIDE PLAN SHOWING GATHERED DIMENSIONS TO ARCHITECT OF RECORD AND PSP PROJECT MANAGER. PSP TO RECEIVE CONFIRMATION DIMENSIONS ON WEEK 2 OF CONSTRUCTION. C. G.C. TO PROVIDE ANY NECESSARY FLOOR LEVELING AND PATCHING AS REQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES. D. G.C. TO REPAIR / REPLACE ANY GYP. BOARD AS NECESSARY FOR FLUSH SURFACE ON ALL WALLS. CODED NOTES 1. EXISTING SIDEWALK. 2. EXISTING ADA COMPLIANT RAMP FLOOR A Q Al A2 <A3> O OC C1 C2 pO �. 2 <6> eC F O 3. EXISTING OVERHEAD COILING DOOR, PAINT. NEW PAD NOT REQUIRED. FLUSH AT GRADE. �� G O 4. 5. BOLLARD, EXISTING TO REMAIN, PAINT. VINYL CORNER GUARD TO 48" AFF. REFER TO DETAIL 10/A8.0. NOTE: NOTES: 6. EXISTING BUILDING COLUMN. REMOVE ALL FURRING, HARDWARE, CLEAN, PREP GYPSUM BOARD MUST BE CUT TO FIT AND PAINT P-1, SEMI GLOSS, TYP. THE GROOVES OF THE ROOF DECKING 1. ALL DEMISING WALLS AND EXTERIOR PERIMETER WALLS 7. INSTALL 2x CLEATS TO WALL BEHIND PERIMETER RACKING. REFER TO METAL STUD FRAMING @ 16" O.C. WITH 5/8" "X" PROVIDE FIRE CAULK OVER FIRE SAFING INSULATION AT VOIDS AT ROOF DECK AND 2. ARE EXISTING CONSTRUCTION, GYPSUM BOARD TO BE CUT AROUND ROOF DECK ALONG 8. ELEVATIONS FOR MOUNTING HTS. AND LENGTHS. 4 -A:60 -B -C MULTI-PURPOSE 10 -LB. FIRE EXTINGUISHER. TYPE GYPSUM BOARD EACH SIDE DECK. ADHEIRE TO CONSTRUCTION DEMISING WALLS FOR TIGHT CLEAN FINISH AND TO 9. NOT USED. METAL CHANNEL RUNNER AT METAL STUD MANUFACTURER'S LIMITATIONS PROVIDE FIRE CAULK OVERDETAIL MAINTAIN THE NECESSARY FIRE SEPARATION. REFER TO 3/A1.0. 10. 11. NOT USED. RECESSED WALK -OFF MAT. REFER TO DETAIL 13/A8.0. WALL WITH 3/16" ANCHORS AT 4'-0" O.C. TO MAINTAIN FIRE RATING. FIRE SAFING INSULATION AT 3. MOISTURE RESISTANT GYPSUM BOARD TO BE USED IN 12. LOCATION FOR AQUARIUM FILTRATION EQUIPMENT. MOUNT 36" AFF. PROVIDE (RAMSET, I.C.B.O. #1639 OR APPROVED ROOF DECK AND OPEN SPACE: MIN 1 1/4" VOIDS AT DECK. ADHERE TO OPEN SPACE MIN 1 1/4" PUBLIC PET WASH, GROOMER'S BATHING, RESTROOMS BLOCKING IN WALL FOR SECURE ATTACHMENT. EQUAL CONSTRUCTION 3"X6"X16 GA. TOP TRACK OR MANUFACTURER'S 3"X6"X16 GA. TOP TRACK OR AND BEHIND FRP PANELS. 5/8" THICK DENS -SHIELD 13. PHONE/DATA BOARD. BASE MOLDING. SEE FINISH SCHEDULE 3"X6" BENT METAL PLATE AS LIMITATIONS TO MAINTAIN 3"X6" BENT METAL PLATE AS BACKER TO BE USED IN LIEU OF GYPSUM BOARD BEHIND 14. ELECTRICAL SERVICE PANELS. SECURE TOP TRACK TO INDICATED. FIRE RATING. INDICATED. WALL TILE. 15. NOT USED. FINISH FLOOR SLAB. REFER TO FINISH ROOF DECK FLUTES 3/4" GAP IN GYPSUM BOARD SECURE TOP TRACK TO 3/4" GAP IN GYPSUM BOARD 4. G.C. TO REFERENCE REFLECTED CEILING PLAN FOR 16. NOT USED. SCHEDULE TO PERMIT FREE MOVEMENT ROOF DECK FLUTES TO PERMIT FREE MOVEMENT CEILING HEIGHTS. 17. NOT USED. OF ROOF DECK OF ROOF DECK 5. SOUND WALL TO BE PROVIDED FROM FINISH FLOOR TO 18. NOT USED. v. DO NOT TAP1= TOGETHER. \�UNDERSIDE DO NOT TAPE TOGETHER. OF DECK WHERE GROOMING, GROOMING 19. NOT USED. • •.° ..a PERPENDICULAR TOP TRACK HOLDING, GROOMING BATHING AND PUBLIC PET WASH ARE 20. 21. NOT USED. • ,..; • OF STUD WALL SET PARALLEL TO TOP TRACK OF STUD WALL LOCATED ALONG A DEMISING WALL. SOUND WALL TO HAVE NOT USED, TO METAL DECK TO ALLOW FREE MOVEMENT OF METAL DECK SET TO ALLOW FREE A STC RATING OF 50 UNLESS NOTED OTHERWISE. 22. REMOVE PORTION OF DRYWALL TO 4'-0" AFF. INSTALL 48" FRP PANELS OVER NEW ROOF STRUCTURE AT WALL MOVEMENT OF ROOF 6. PROVIDE LEVEL 4 FINISH TO ALL EXPOSED WALLS. 5/8" MOISTURE RESISTANT GYPSUM BOARD BEHIND FISH/ANIMAL UNITS. FRAMING AND FINISHES. STRUCTURE AT WALL 7. SEE DETAIL 05/A8.0 & 06lA8.0 FOR DETAIL AND SPACING OF 23. NEW CONCRETE FLOOR, SLOPED TOWARD DRAIN(S). TFINISHES. TYPE 'X' GYPSUM BOARD FRAMING AND CONTROL JOINTS IN GYPSUM BOARD WALLS. 24. AQUARIUM FLOOR DRAIN. EACH SIDE. EACH 8. ALL WALLS TO BE TAPED, SANDED AND READY TO RECEIVE 5/8" TYPE 'X' GYPSUM BOARD NEW FINISHES. EACH SIDE. 9. ALL METAL STUDS TO BE 20 GA. UNLESS NOTED OTHERWISE. 10. REFER TO FLOOR PLAN FOR IN WALL STEAL POST BRACING. 1 PARTITION AT FLOOR SCALE: 1 1/2" = 1�-0" 02 TYP. FULL HEIGHT PARTITION DETAIL AT ROOF DECK SCALE: 11. REFER TO DETAILS 05, 06 & 07 ON SHEET A7.0 FOR SPECIFIC WALL FINISH 1 1/2" = V-0" DETAILS. i A5.0 y Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT •TENANT REVIEW Q03 -01-I6 REVISION I • Q03-21-16 CITY • COMMENTS Drawn By: GGW Project No.: 151"19 z 0 00 Oow W W V V ~ 0 f �Z �a�N f� aZN O = WE W > Q m V w >Zm E�= V V z a_a N aha HERSCHMAN ARCHITECTS IN C O R P O R A TE D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com 4 J , , �" ✓ .fig, � `, �� _ �. eC + �� Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT •TENANT REVIEW Q03 -01-I6 REVISION I • Q03-21-16 CITY • COMMENTS Drawn By: GGW Project No.: 151"19 z 0 00 Oow W W V V ~ 0 f �Z �a�N f� aZN O = WE W > Q m V w >Zm E�= V V z a_a N aha HERSCHMAN ARCHITECTS IN C O R P O R A TE D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com l it CODED NOTES 0 1. INSTALL 2x CLEATS TO WALL BEHIND PERIMETER RACKING. REFER TO ELEVATIONS FOR MOUNTING HTS. AND LENGTHS. 2. CART BUMPER. McCUE CARTSTOP SP#602 WITH BROWN INSERT AND ALUMINUM ENDCAPS. LENGTHS AT NOTED. REFER TO DETAIL 08/A8.1 3. WALL MOUNTED CRASH RAIL, CR -1. SEE SPECIFICATIONS TO ON SHEET A9.1. COLOR TO MATCH WALL COLOR. 4. CHROME CART CORRAL. McCUE CARTSTOP. REFER TO DETAIL 11/A8.0 & 12/A8.0. 5. TACTILE SIGNAGE. REFER TO DETAIL 09/A8.0. 6. FIXTURE END PANELS. INSTALLED BY PSP. 7. CHECKOUT COUNTERS. ANCHOR TO FLOOR WITH FIRE RETARDANT TREATED 2x CLEATS SECURED TO FLOOR SLAB. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. 8. AQUARIUM EQUIPMENT. REFER TO ELECTRICAL DRAWINGS AND ELEVATIONS FOR POWER REQUIREMENTS. 9. 2" EMT POWER POLE. POLE TO EXTEND TO UNDERSIDE OF ROOF STRUCTURE. SECURE POLE TO CASH WRAP AND ROOF STRUCTURE. 10. FLOOR TRANSITION AT NEW CONCRETE TO BE FLUSH. REFER TOP DETAIL 14/A8.0. 11. REFER TO DETAIL 13/A8.0 FOR CONCRETE TO MAT TRANSITION. 12. WELCOME BOARD PROVIDED BY PSP, INSTALLED BY GC. 13. COMMUNITY BOARD PROVIDED BY PSP, INSTALLED BY GC. COORDINATE LOCATION WITH KIM T. AT PSP. 14. NON -SLIP EPDXY FLOOR FINISH. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 15, REMOVE PORTION OF DRYWALL TO 4'-0" AFF. INSTALL FRP PANELS OVER 5/8" MOISTURE RESISTANT GYPSUM BOARD BEHIND FISH/ANIMAL UNITS. REFER TO FLOOR PLAN FOR MORE INFORMATION v100 Q��S OPSE/ 3ROOMINO IOLDINO AREA TOCK ILITY Z FIXTURE PLAN 1/8" - T-0" Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW Q05 -0I-16 •REVISION I • Q03 -21-I6 CITY • COMMENT Drawn By; CGW Project No.; 15171 no V O W F_ Z W � ° a F' N aZ N Q 0 Cn WE r 0 w>a Qmv J � W > Z m V J � Z F -Z a a a FJ -NH aha I IFA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A2.0 I-ItIM11% I=}= 7r1 -ICAC - ANNEL ORO55 CHANNELS ANGLEI MOLDING 000 SCREA INTO GYPSUM BOARD MOLD I NCh AT PERIMETER CEILING PANEL 03 I DRYWALL SUSPENSION SYSTEM DETAL I SCALE: 1" = V -0"I 021 DRYWALL SUSPENA)ION SYSTEM I SCALE: 1" = V-0" PERIMETER DETAIL GENERAL NOTES A. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. B. REFER TO FINISH SCHEDULE FOR CEILING TYPES ON SHEET A9.1. C. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR ALL LOCAL CODE REQUIREMENTS CONCERNING SEISMIC BRACING AND LATERAL SUPPORT REQUIREMENTS. D. COORDINATE EXIT SIGNS LOCATIONS/HEIGHTS WITH LOCAL FIRE MARSHAL. G.C. TO VERIFY THAT EXIT SIGNS WILL NOT INTERFERE WITH TENANTS INTERIOR GRAPHICS OR LIGHTING. E. G.C. IS RESPONSIBLE FOR STRAIGHTENING/RE-ALIGNING LIGHTING ROWS AFTER FIXTURES INSTALLATION IS COMPLETED. F. ROUTE ALL WATER, GAS, VENT PIPING IN JOIST SPACE OR TO IMMEDIATE UNDERSIDE OF JOIST. MODIFY ANY EXISTING UTILITIES AS REQUIRED. G. MODIFY EXISTING SPRINKLER SYSTEM AS REQUIRED TO OBTAIN LIGHTING HEIGHTS AS SHOWN AND AVOID ANY OTHER ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS AS SHOWN ON THESE CONSTRUCTION DRAWINGS. ROOF NOTES A. PAINT ALL NEW GAS PIPING ON ROOF. B. PROVIDE CRICKETS ON BACKWATER SIDE OF ALL NEW ROOFTOP EQUIPMENT CURBS. 01 1 REFLECTED CEILING PLAN .• Y LDING REA )0K iRIDOR ITY SCALE: 1/8" = V-0" CODED NOTES 1. SALES AREA OPEN TO STRUCTURE ABOVE. PAINT EXPOSED STRUCTURE, CONDUIT, PIPING HANGERS, DUCTWORK, ETC. P-5. ALL NEW EXPOSED DUCTWORK TO BE PROVIDED WITH PAINT GRIP FINISH. 2. OPEN TO STRUCTURE ABOVE. 3. GYPSUM BOARD CEILING @ 8'-0" AFF. 5/8" MOISTURE RESISTANT GYPSUM BOARD OVER DRYWALL SUSPENSION SYSTEM - USG OR EQUAL. PAINT P-1, SEMI -GLOSS. 4. ACOUSTIC TILE CEILING & GRID ACT -1 @ 10'-0" A.F.F. 5. NOT USED. 6. MOISTURE RESISTANT ACOUSTIC TILE CEILING & GRID ACT -2 @ 10'-0" A.F.F. 7. FLUORESCENT STRIP LIGHT SUSPENDED AT 13'-0" A.F.F. USING GRIPPLE Y -FIT -10 CABLE SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 8. FLUORESCENT STRIP LIGHT SUSPENDED AT 13'-0" A.F.F. USING GRIPPLE Y -FIT -10 CABLE SYSTEM WITH WRAP AROUND LENS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 9. SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE INSTALLED WITH 2" SPACERS AND WRAP AROUND LENS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 10. SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE INSTALLED WITH 2" SPACERS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS, 11. NOT USED. 12. GYPSUM BOARD HEADER @ T-2" AFF. PAINT P-1. 13. APPROXIMATE LOCATION OF EXISTING ROOFTOP UNIT. REFER TO MECHANICAL DRAWINGS. 14. NEW DUCTWORK INSTALLED AT MAX. HEIGHT. EXPOSED TO VIEW DUCTWORK TO BE FABRICATED WITH PAINT GRIP FINISH. PAINT ALL EXPOSED DUCTWORK INCLUDING SUPPLY AND RETURN DROPS P-5. REFER TO MECHANICAL DRAWINGS FOR DETAILS. 15. EXISTING SPRINKLER LINES IN JOIST SPACE, NOTIFY ARCHITECT PRIOR TO BID IF BRANCH LINES ARE NOT AT A CONSISTENT HEIGHT OR ARE LOCATED BELOW SALES LIGHTING MOUNTING HEIGHT OR INTERFERE WITH PROPOSED MECHANICAL UNITS, DUCTWORK, ETC. MODIFY AS REQUIRED FOR NEW WALL LAYOUT AND NEW MECHANICAL AND ELECTRICAL SYSTEMS AS SHOW ON THE CONSTRUCTION DRAWINGS. TURN HEADS UP AND PAINT LINES P-1 WHEN EXPOSED TO VIEW CONDITION OCCURS. REFER TO SHEET FP1.0. 16. UNIT HEATER. REFER TO MECHANICAL DRAWINGS FOR DETAILS. 17. EXIT SIGN WITH EXTERIOR REMOTE EMERGENCY HEAD. 18. WALL MOUNTED EXIT SIGN. 19. ACCESS PANEL FOR WATER HEATER. 4 Q � N� . Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date 7 Issue 02-15-16 PERMIT TENANT REVIEW • Drawn By: GGA Project No.: 15179 no V 00 O W L. �n0z MA W UUV 0 C� Z CD 00 �°a�-CCM a. CM 0_� Cl U. W > J QmU J V W > z m 0 < 0 Z~ Z a a_a H N Q O Q I FA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A10 GROOMING ONE-PIECE WOOD S 1 SILL GAP ON TOP OF -------- -loll HALF HEIGHT WALL. RADIUS CORNERS. ONE-PIECE WOOD SILL GAP ON PROVIDE OVERSIZED TOP OF HALF HEIGHT WALL. SCRIBE TO WALL 1 RADIUS CORNERS. PROVIDE A6.2 OVERSIZED 4 SCRIBE TO WALL 2" 0 HOLE GROMMET -' `9 06/A7.0 L-1 ♦m 771= �`+ LAMINATE OVER 3/4" 02 .aBOARD WAINSCOT. SIM. A8.1 - - 05 I r- I I I PARTIAL WALL I i 163 CONSTRUCTION i I r 04 A6.21 0 BELOW. REFER I I fA8.1 n i I TO WALL 1 inl SCHEDULE i O i 1\A8 ` i 06 i f --------- -------- SALES ` I i ` J o 0 PUB L PET WASH 04 1 ENLARGED GATE PLAN DASHED LINE INDICATES WOOD GAP AND TRIM ABOVE. (D Z W Fj Q OU z SCALE 1/2" = 1' 03 ENLARGED RESTROOM PLAN SCALE: 1/2"SUPP= .G. TO PR VI E DJ ST SITr HELVING.(1-1:)MELAMINE. EGS�� Xi4'/a HG E?IcT AT BOTTOM FOR ANCHORAGE END PANELS TO BE PREDRILLED FOR ADJUSTABLE SHELVING. G.G. 3' -II" G.G. TO FIELD DRILL (2"� H01.E U TO PROVIDE ADJUSTABLE INSIDE OF END PANEL)@ 12" AFP` SHELVING. FOR POWER AND COMMUNICATION. INSTALL WHITE PLASTIC GROMMET. (5)- 2 I/2" DIA. HOLES IN COUNTERTOP. LAMINATE L-1 V KER FRIDGE . 4 ' COUNTERTOP. INSTALL WHITE �� ---_ 2 PIECE GROMMET G.G. TO FIELD DRILL (1) 2"0 O E HOLE INSIDE OF END PANEL 11 -----'----- - -------- ` COUNTERTOP. LAMINATE L-1 12" AFF FOR POWER AND ; COMMUNICATION. INSTALL 9 _ WHITE PLASTIC GROMMET. FILE 8 A6.1 REFER TO ELECTRICAL DRAWIN65 (5)- 2 1/2" DIA. HOLES IN AUTO �'� , ' '' , FOR 5WITGH REQUIREMENT5. COUNTERTOP. INSTALL WHITE DEP. 1 �\` y LOCATION SHOWN ON THIS PLA�II 2 PIECE GROMMET � �� ` FOR REFERENCE. SAFE COORDINATE WITH ELECTRICAL I DRAWINGS FOR POWER 4 DATA -------------- HEIGHT5 AND REQUIREMENT5. ' 2'-O" SHOD A 02 ENLARGED OFFICE PLAN SCALE: 3/8"=1'I-0" CODED NOTES 0 1. VINYL CORNER GUARD TO 48" AFF. REFER TO DETAIL 11/A8.0. 2. 4-A:60-B:C MULTI-PURPOSE 10 -LB. FIRE EXTINGUISHER. 3. FIRE RETARDANT WOOD BASE AND PLYWOOD WALL PROTECTION. REFER TO DETAIL 04/A8.0. 4. BOLLARD, EXISTING. 5. MOP BASIN. REFER TO PLUMBING DRAWINGS. 6. PHONE/DATA BOARD. COORDINATE WITH ELECTRICAL DRAWINGS FOR DETAILS. 7. ELECTRICAL SERVICE PANELS. COORDINATE WITH ELECTRICAL DRAWINGS FOR DETAILS. 8. LINE INDICATES F.R.P. PANEL. PROVIDE FRP PANEL ON EACH SIDE OF MOP SINK AT 48" A.F.F. AND BEHIND AND ON SIDES OF DRINKING FOUNTAIN. 9. BLUE HAWK SCREW-IN TOOL HOOK. MODEL #SS13-25BK. AVAILABLE AT LOWES. VERIFY MOUNTING HEIGHT WITH PSP PRIOR TO INSTALLATION. 10. G.C. TO SLOPE NEW CONCRETE FLOOR SLAB TO TRENCH DRAIN. FLOOR TRANSITION BETWEEN NEW SLOPED FINISH FLOORING AND EXISTING CONCRETE FLOORING TO BE FLUSH. REFER TO DETAIL 14/A8.0 AND FINISH SCHEDULE FOR FLOOR FINISH SPECIFICATION. 11. TRENCH DRAIN. REFER TO 07/A8.1. 12. DRYER HOSE OUTLET. REFER TO ELEVATIONS FOR ROUGH -IN LOCATION. 13. CW HOSE BIBB @ 15" AFF. 14. 1" OUTSIDE O EYE BOLT. EPDXY SET IN CONCRETE SLAB. 15. PET WASH TUB. SET IN PLACE AND SECURE TO FLOOR SLAB. MAKE ALL FINAL PLUMBING CONNECTIONS. 16. LOCATION OF SHELF FOR SELF -SERVE PET WASH DRIERS SECURED TO WALL. SEE ELEVATION 13/A6.1. 17. WALL SHELVING FOR SOAP CONTAINERS. 18. LINE OF SLOPE OF FLOOR. NEW TILE FLOOR FINISH TO BE FLUSH WITH CONCRETE FLOOR. REFER TO DETAIL 14/A8.0. 19. 4'-0" L. X 14" D. WHITE VENTILATED SHELVING MOUNTED ABOVE TUB. LEE/ROWAN. MAX -TRACK SYSTEM OR EQUAL. 20. DEHUMIDIFIER. 21. STEEL PIPE BRACING. REFER TO DETAIL 02/A8.1 & 03/A8.1. 22. PROVIDE 3/4" THICK FIRE RETARDANT PLYWOOD FOR THE PUBLIC PET WASH SYSTEM. REFER TO DETAIL 13/A6.1. 23. GROOMING STATION SUPPLIED BY PET SUPPLIES PLUS. 24. GROOMING TABLE SUPPLIED BY PET SUPPLIES PLUS. 25. RECEPTION DESK. REFER TO ELEVATION AND ELECTRICAL DRAWINGS FOR DETAILS. 26. TANKLESS WATER HEATERS. REFER TO PLUMBING DRAWINGS FOR DETAILS. 27. EXISTING INTERIOR FINISH FLOOR AND EXTERIOR GRADE ARE FLUSH. 28. NOT USED. 29. NOT USED. 30. WATER HEATER ABOVE CEILING. COORDINATE LOCATION OF ACCESS PANEL WITH PLUMBING DRAWINGS. 31. NOT USED. 32. NEW WALL INFILL. 33. 1" OUTSIDE DIA. EYE BOLT. SECURE TO WALL AND PROVIDE FIRE RETARDANT WOOD BLOCKING AS REQUIRED FOR EYE BOLT. 34. NEW BOLLARD. SEE DETAIL 07/A8.0 AND 08/A8.0. GENERAL NOTES A. REFER TO SHEET A1.0 FOR WALL TYPES. B. G.C. TO PROVIDE ANY NECESSARY FLOOR LEVELING AND PATCHING AS REQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES. C. G.C. TO REPAIR / REPLACE ANY GYP. BOARD AS NECESSARY FOR FLUSH SURFACE ON ALL WALLS' TOILET ROOM :ACCESSORIES O TOILET PAPER DISPENSER; BOBRICK B-6857 BO GRAB BAR - 42" LONG; BOBRICK B -6806.99X42 O GRAB BAR - 36" LONG; BOBRICK B -6806.99X36 O VERTICAL GRAB BAR - 18" LONG; BOBRICK B -5806.99X18 O MIRROR - 24"X36"; BOBRICK B-165 O 12" WIDE X 36" LONG WHITE MELAMINE SHELF STANDARDS: "CAPITAL LINE" A -LINE. 1-800-327-6083 NO. 102, 30" LENGTH. ZINCRO FINISH. MATCHING COLOR BRACKETS. 1-800-622-4393. O PSISC SATIN C -FOLD PULL COMMERCIAL PAPER TOWEL DISPENSER. #TD -121-200. PAPER BOTTOM OF TOWEL DISPENSER TO BE MOUNTED 35" A.F.F. O SANITARY NAPKIN DISPENSER - 7 1/2" X 10" X 3 13/16"; BOBRICK B-270 REFER TO DETAIL 09/A8.0 FOR RESTROOM TACTILE SIGNAGE. 4' x 31 �11 4' x 31 d) G r d) t a G a' -o" I 23 23 33 24 33 24 04 A4.0 l�J I II I II 11 I 11 1 II -4II 3 -O 3I 1 GROOMING 25 0 4 A&2 2 I / 21 E 3 1 / Z W G rn U n 18 15 ccD PUBLIC PET WASH HOLDING CAGE HOLDING AREA e 1 A6.2 6 7 10 9 GI �i GI REIEZ 4'x30" 3'-O" 5 FRP 8 11 A6.2 12 F A6.2 FE I'-611 GI LOUNGE STOCK 8'x30" �. 3 3 A G I G 1 WATER FILTER - - OFFICE REFER TO DETAIL 14/Ai6.1 $ A -I 3 O ,A , Allr 1 1CORRIDOR 3z 4 ✓ -T 3'-O" 611 CIS 3 -CII i(1_O11 r}I_dll�Sz - - 7 FE 7> oa o0 WOMEN MEN UTILITY AI Io 0 °AZEi 01 ENLARGED PET GROOMING 4 t 4I 4 A> C U 0� SCALE: 1/4" = V-0" r . f cc y Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02 -I5 -I6 PERMIT • TENANT REVIEW A -3-01-I6 REV1510N I Q03 -21-I6 CITY 4 • COMMENTS • • • Drawn By; GGW IProject No.: I51 -Ta n O l " ^ I dsZ W uuor 0 �L�M a.2cm O WE Ito njLL V W> (D J = J m U J V UJ Z m � J � ZQZ J* -J I- CM Q � Q HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects,com EXISTING CANOPY OVERHANG TO REMAIN EXISTING MASONRY WALL FRONT ELEVATION 01 601-111 _1--...v v- v- - I I I I V I-IVIP 1111. .5 BOTTOM OF CANOPY ELEV.±10'-0" FINISHED FLOOR ELEV. 0'-0" SCALE: 1/4" = V-0" N Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-16 PERMIT TENANT REVIEW Drawn By: 06W Project No.: 151'79 a C� LLI W ON Z0) K I_ N 0 = M 2 6 LLL Lu > 'Vw > Z m V J U Z~ Z QaQ F"J.. N H Q O Q 11FA IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 02-15-I6 PERMIT TENANT REVIEW Drawn By: GGA Project No.: 151-7a 4111111 0 au OW w LLQ 0 Zmoo LoL — CM 0CM0 Q O = 00 WE J 0 w>�` 'J 3f Jvw >Zm U J V Z~ Z a a a N F - Q O Q I PAI IN HERSCHMAN ARCHITECTS I N C O R P O R A T E D FL, LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com