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Plans (2) M EC2021 -00339 OFFICE COPY RECEIVED 4DOSTCODMAY 2. 5 2021 TIGARD, OR CITY OF TIGARD #111 BUILDING DIVISION LE 78TI AR DARTMOUTH TIGARD,OR 97713 ����MMOIL,EM 7850 SW DARTMOUTH COSTCO T I G A R D OR 9 WHOLESALE CORPORATION ' 999 LAKE DRIVE ISSAQUAH,WA 98027 OFFICE_' COPY T:425.313.8100 s PROJECT DIRECTORY DRAWING INDEX PROJECT GENERAL NOTESr T -1 n WWW.costco.com ary or 11LGARD 7 'REVMrWED FOR CODE COMPLIANCE TS101 TITLE SHEET `^may OWNER COSTCOWHOLESALE GENERAL NOTES Ave 1 L Af t�`v-`_ `v 998 LAKE DRIVE 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. m _ - ARCHITECTURAL 2 DRAWINGS RAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 3OX42-INCHES. - - - U 1 T 425.313. Na 98027 - -,- '.-I I-=�) OTCs ( j T:425.313.8,00 A5012 BAKERY PIANS,ELEVATIONS AND DETAILS 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOES ABBREVIATIONS AND ��* y,- SYMBOLS. '- L• 11 com pC[74ut/Ci mP�[ .oL.I o 3 3 ARCHITECT MG2 ARCHITECTURE CORPORATION MECHANICAL CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE V(32f 1101 SECOND AVENUE M-1 PARTIAL FLOOR PLAN ENLARGED HVAC,PLUMBING,WASTE 8 VENT PLAN RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR p�Jdt�gyj "') ST c/\ `,r-�•YI&Q�•r J1 IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE NARK (_ ""' _ 1�n SUTTLE,TE 100 M-2 NOTES,SCHEDULE AND DETAILS & THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUNDILI SEATTLE WA 99,0, Suite #: T:2ce9626500 ELECTRICAL UTILITIES. ■ bF 2D&9626499 . VERIFY ALL INVERT ELEVATIONS AT PoINTSOUCONNECTIONS OU NEW NARK PRIOR TO STARTING ANY WORK. PROJECT MANAGER: MOON CHq Ei PARTIAL FLOOR PLAN,BAKERY ENLARGED PLANS,PANEL SCHEDULE,NOTES,DETAILS,AND LEGEND c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE y h 1' i� L_ gyt Date: )7_ ONLY. - I 4. IF NECESSARY TO COMPLETE HE WORK,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY r� MECHANICAUELECTRICAL ADDITIONALunuTYLoca7roNSANDSIZESNOTSHONR. ID ®_ ENGINEER T.E.,INC. T THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL - 838 N.RIVERSIDE DRIVE BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE AT THE CONTRACTORS EXPENSE AVIDIN SUCH AMAMNER AS TO BE LEAST-DISRUPTIVE AS POSSIBLE TO THE OWNER'S ll _ - _� , I , t e ^ //�� _ T+r SUITE 200 OPERATIONS. U U �Al.IDITY VI• f"� ro"IT RENTON,WA 98055 I I ! I I I I I I I 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD fl f-i rl v>JTHE ISSUANCE OF A T:425970.3753 MEASUREMENTS. r,Trrm u 1 �,�, I n BASED ON ONSTRUC r`JN 1�-ID-I V I I I iff F:175.970.3756 1 r- 1 00 7. DIMENSIONS ARE 70FROM THE: � a CENTERUNEOFINTERIORCOLUANS. 1---I� - - ® 11 LI-Ih� BAKERY OVEN DOCUMENTS AND OTF.. 9 b. GRID LINES ADJACENT TO HE EXTERIOR WALL(FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS HE GRID - r� I I I I I-I -7 1 1 1 1 I loO 0 0 �: c EDGE ORCENERLINEOFOPENINGSASINDICAEO. ® ® 1 11 1 l L u l 11 1 UPGRADE DATA SHALL NOT PREVENT e. FACEaFsmos. 1 ® ® l l ! 1 1 1 I I I U 17 71 + 1 i o'o _ THE CODE OFFICIAL FROM e FACE OF CONCRETE OR MASONRY(NOMINAL) I I-I I I I I r II I I I I REQUIRING THE CORRECTION 1. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB(ALSO NOTED AS FINISHED FLOOR OR INDICATED BY CT �U _L J LJ LJ r r OF ERRORS.QSSC t DS-4 f THE'DATUM'SYMBOL)UNLESS NOTED OTHERWSE. 63 4J p. ALL DIMENSIONS NOTED-CLEAR'SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES - BID ISSUE INCLUDING CARPETING,TILE WAINSCOT AND TRIM. nl IT 8 B "- h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR - n ^ 03. 15.21 SCOPE 0 F WORK OPENING IS 64NCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL , - � VERIFY ALL DIMENSIONS OF EXISTINGCONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE . FOR THE ACCURACY CT OF AN DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN,IMMEDIATELY I ' I� \ __ H 'meq" NOTIFY THE ARCHITROUGH NDIMENSIONSFOR EQ IPM 1 C1 -- THE PROJECT ISA 560 SQUARE FEET REMODEL OF THE EXISTING BARRY INA 145,824 SQUARE FEET,ONE STORY �_ VERIFY ALLRWGH4N pMEN510M5 FOR EQUIPMENT FURNISHED ANpORINSTALLED BY THE CONTRACTOR, I _ MERCANTILE OCCUPANCY BUILDING NTH FULLY AUTOMATIC FIRE-PROTECTION SPRINKLER SYSTEM AND FIRE ALARM SUBCONTRACTORS,OWNER OR OTHERS. SYSTEM. 10. THE CONTRACTOR SHALL CONSULT DRAWNGS OF ALL TRADES FOR OPENINGS THROUGH SLABS,WALLS,CEILINGS AND ROOFS FOR DUCTS,PIPES,CONDUIT,CABINETS,EQUIPMENT,ETC.AND SHALL VERIFY HE SIZES AND LOCATIONS WTH SCOPE OF WORK INCLUDES THE REMOVAL AND REPLACEMENT OF(3)BAKERY OVENS AND(1)PROOF BOX NTH RELATED SUBCONTRACTORS. IpqTc�j ^ PLUMBING,ELECTRICAL AND MECHANICAL WORK.ALSO INCLUDES THE REMOVAL AND REPLACEMENT OF POLYMER IF PLACE NO OBSTRUCTIONS,INCLUDING MAINS,PIPING,CONDUIT,ETC.OF ANY KIND SO AS TO IMPAIR GIVEN CEILING 80 FLOORING,FRPP FINISHES ON HE WALL BEHIND OVEN,CEILING GRID AND TILES ABOVE THE OVENS AND CONCRETE FLOOR HEIGHTS AND CLEARANCES RUN PIPING,CONDUITS,ETC IN JOIST DEPTH DO NOT RUN BELOWSKVUGHTS. -�- UNDER HE OVENS. ♦ --"- `.- 12. ALL HTS AN CLEARGE7G RUNPIPUG,CON UIT OETC.IN OISTDEPTH DO NO RUN BELOW SKYUGHGLE TO THE WALLS. THERE ARE NO CHANGES TO EGRESS. 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL ANDAR CEILING FINISHES,DO NOT RUN EXPOSED CONDUITS, '-I -- PIPING ETC.ON WALLS OR CEILINGS. 14. ALL NARK IS TO BE PLUMB,LEVEL,TRUE TO UNE,AND STRAIGHT. ��hh 15. ALL JOINTS ARE TO BE TIGHT,STRAIGHT,EVEN,AND SMOOTH. O V 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWSE. 17. PROVIDE ALL FASTENERS AND CONNECTIONS(WHETHER INDICATED OR NOT)NECESSARY TO ASSEMBLE THE WORK AREA OF NARK THIS PERMIT. 1 18. PROVIDE SOLD BLOCKINGIHACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING,BUT NOT LIMITED BAKERY OVEN UPGRADE TO,SINKS,WALL BRACKETS AND WALL-HUNG ITEMS. 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 2D REPAIR,PATCH,OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED,LIFTED,DSCOLO RED,OR SHOWING OTHER NO CHANGE TO EGRESS IMPERFECTIONS. FLOOR PLAN 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE VICINITY MAP CONSTRUCTION SCALE 1" = 5 22 CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LWDACTNITIES(JACK-HAMMERING, SAWCUTTING ETC)AND ANY NARK REWIRING INTERRUPTIONS OF UIRUTIES(NATER,ELECTRICITY,GAS,FIRE SPRINKLERS/ALARM,SEWER,ETC.)SHALLBE PERFORMED DURING NONBUSINESS HOURS AS APPROVED BY THE \\ OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS,REFLECTORS,LIGHTS,ETC TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY IJ ALERTS DURING CONSTRUCTION 217 / � CODE DATA 24 ALL REQUIRE OR TO PERMIPLYT KNTH THEONTR RYAPPLICABLE GOVERNING REGULANO PARTTION.OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED 70 REWIRE OR PERMIT NARK CONTRARY TOA GOVERNING REGIILATION. �\ 25. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS(CONDUITS,FIXTURES,ETC.)AND \ OPEN FIGS(DOOR FRAMES,W NDOWS,ETC.).26 THE CONTRACTOR SHALL 1AED,THE PPC\F�O ~o APPLICABLE CODES: CONTRACTOR SHALL ACCURATELY LOCATE ENNDONS,CONDUIM IF CONCRETE SLABS ARE POST-TENSIONED S, S, PIPES,,E EDTEroN USING NON-DESTRUCTIVE NG METHODS _ _ _ _ - - _ _ S 5 SUCHAS OSEDGNETRAD NIS IN CONFLICT DETECTOR,ETC AS IMMEDIATELY OTHE ARCHITECT _ _ _ - TGARD MUNICIPAL CODE ANY PROPOSED PENETRATION U IN CONFLIOT NTH TENDONS,ETC.,IMMEDIATELY NOTIFY THE ARCHITECT PRIOR TO �TTTTT7D SU'cq a 201970 OREGON ELECTRICAL SPECIALTY CODE PERFORMING ANY WORK FFNB z 28190RECON MECHANICAL SPECIALTY CODE GT'c 0 3 2017 OREGON PLUMBING SPECIALTY CODE DEMOLITION AND REMODEL CONSTRUCTION GENERAL NOES > \`\\ 2019 OREGON STRUCTURAL SPECIALTY COD: 1. THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION MOU7NS7 2819 OREGON FIRE CODE 2 CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF44DURS 3. AREAS OF DEMOLITION SHALL INCLUDE,BUT ARE NOT LIMITED TO,ANY STRUCTURAL,PLUMBING,ELECTRICAL,MECHANICAL. BFy FIRE SPRINKLER,ETC.ITEMS NECESSARY TOCOMPLETE THE DEMOLITION NARK THE CONTRACTOR IS TO REMOVE ALL WALLS,BOLLARDS,MISC.STEEL PLUMBING,ELECTRICAL,RAISEDCONCRETE SLAB,CURBS,REBARS,ETC.ASSOCIATED 99 PTo PROJECT NTH DEMOLITION OF AREAS SHOWN 2' SITE 4. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO HE OWNER. DURINGTHE �y BIDDING PERIOD,COORDINATE AND VERIFY WTH THE OWNER AS TO WHICH ITEMS ARE TO BE SALVAGED. I 000 LOIN p 5. DO NOT INTERRUPT ANY SERVICES(WATER,PLUMBING,FIRE SPRINKLER, PRIOR WRITTEN APPROVAL OF THE A✓ Como t' OWNER. aECEmNc + '► <... \, / ��\\ OCCUPANCY CLASSIFICATION: E MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND \ \ \ TIGARD { �- F GROUP'M'(MERCANTILE) SYSTEMS. PROVIDE AS REQUIRED BY THE ORCOpSABLIND THE FIRE SPRINKLER OR FlREA ARM MITCHELL SMITH,ARCHITECT TYPE OF CONSTRUCTION:TYPE V-8 SYSTEMS. PROVDE FIRE-WATCH AHS THROUGHOUT ONRCTIOy y \ \ \\� 5 7. PROVIDE AND MAINTAIN EGRESS PATHS THROUCROU CONSTRUCTIONINALUDING,BUT NOT LIMITED TO,OUT SIGNS, '� \ \ EGRESS SYSTEM 8 OCCUPANT LOAII. ND CHANGE UGHTING,FIRE SPRINIOERS,ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSINGANY EGRESS OPENINGS AND'OR EGRESS PATHS DURING DEMOUTDN;CONSTRUCTION. 8. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UNTIES WITHIN PROXIMITY OF THE WORKAREA PRIOR TO EXCAVATION. 9. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY VERIFY ALL INVERT ELEVATIONSAT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR TO STARTING ANY WORK10 PROVIDE ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS 11 CAP ASL UTLLRIEES ANDD DRAIN LINES BELOW HY DUST PARTITIONS AS ELAND OOR AS REIQUI�ERCONTRRED TO PREVENT DUST DOORFS RESP50�&ND�FLOOR AFF MOVE FINISHED FLOOR SS SERVIG SINK,SANITARY SEWER 13. WHEN PATCHING FW REPNRING OR REPLACING ITEMS DAMAGED WRING DEMOLITIONPND 84 b4 841 BY PATCHING FOR ADDITIONAL ABBREVIATIO! SEE OTHER DESIGN DISCIPLINES ANDA601 12 THE CONTRACTOR IS RESPONSIBLE CONSTRUCTION SYMBOLS ,THE CONTRACTOR SHALL USE METHODS LEAST LIKELY 70 DAMAGE ELEMENTS RETAINED BFF BELOW FINISHEg FLOOR(SLAB) SST STAINLESS STEEL OR ADJOINING SURFACES. CU HOLES AND SLOTS AS SMALL AS PRACTICALROSSIBLE,NEATLY TO SIZE REQUIRED AND BOT BOTTOM STD STANDARD WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. -"-- \ nucz.eK.urp .ru P.r; W e.r.Pr1. .r.rare oreyarr m+r.+Wma wr.mm n.nWgrror.rr�z.oc. DETAIL REVISION CLOUD NEWCONSHUCTION-SPAWN SOUL) CL CENTERLINE STL STEEL 74. WHERE EXISTING CONSTRUCTION IS REMOVED,OUT OR OTHERWISE DISTURBED,PATCH TO MATCH THE EXISTING ° ^ ^ Q DATE DESCRIPTION DETAIL IDENTIFICATION AND DELTA CR GEAR STRICT STRUCTURE,STRUCTURAL ADJACENT SURFACES. SEAMS TO BE AS INVSIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE �����'� CU LINE-DEFINES THE CLG CEILING TOJ TOP OF JOIST NEAREST VISUAL BREAK LINES SUCH AS CORNERS,CEILING LINES,TOP OF BASE,ETC. a. I DETAILED ELEMENT CMU CONCRETE MASbNRY UNIT TOM TOP OF MASONRY 15, WHERE NEWWORKABUS OR ALIGNS NTH EXISTING,PERFORM A SMOOTH AND EVEN TRANSITION. PATCHED NARK TO 03.08.22 PERMIT SET 3 CG COLUMN TOP TOP OF PARAPET MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. i \ 03.15.21 BIDISSUE 7O SHEET WHERE DRAWN CONIC CONCRETE TOS TOP OF STEEL 16. REMOVE AND REPLACE AREAS,SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. - r FA EACH TOW TOP OF WALL 17. AS A MINI MUM,THE LEVEL OF VMMANS14PSHOULDMATCHTHEGENERALLEVELOFEXISTINGWORKMANSHIP. ���111+4 8484 EXISTING CONSTRUCTION TO REMAIN ELEC ELECTRICAL T&B TOP AND BOTTOM 18. WHERE REWIRED,TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. WALL SECTION NORTH ARROW SHOWN LIGHT BACKGROUND ELEV ELEVATION TYP TYPICAL 19 UNLESS SHOWN ON THE DRAWINGS OHERNSE,DO NOT SUPPORT OR SUSPEND ITEMS,EQUIPMENT,HANGERS,ETC FROM "' f 4 C_z+ A' DETAIL IDENTIFICATION ������PPPPPPRRRRRROOOOOO�JJJJJECT NORTH EQ EQUAL LINO UNLESS NOTEDOHERNSE DUSTING STRUCTURAL MEMBERS(BEAMS,TRUSSES,JOIST,ETC)WITHOUT WRITTEN APPROVAL OF A LICENSED CU LINE-DEFILES THE NDICATDR EXT EXTERIOR VERT VERTICAL STRUCTURAL ENGINEER. DETAILED ELEMENT TRUE NORTH FF FACTORY FINISH VIF VERIFY IN FIELD 20. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER(PARTICULARLY ROOF JOIST)WITHOUT WRITTEN APPROVAL OFA - - - 701 INDICATOR FRPP FIBER REINFORCED PLASTIC PANEL(S) m WITH LICENSED STRUCTURAL ENGINEER. FRT FIRE RETARDANT TREATED NO WITHOUT 21. SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES,AND�OR TRENCHING REWIRED TO COMPLETE THE NARK SHEET WHERE DRAYM4 FTOF FINISH TO FINISH FACE NO WOOD DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS,METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY O EXISTING CONSTRUCTION TO BE GC GENERAL CONTRACTOR THE CONTRACTOR. IF A REGULATORY AGENCY REWIRES A LICENSED ENGINEER TO SUPERVISE,APPROVE,AND/OR o_ INTERIOR ELEVATION REMOVED-SHOWN DASHED GWB GYPSUM WALLBOARD,GYPSUM PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS,STRUCTURES,ANDAR TRENCHING IT IS THE RESPONSIBILITY OF DETAIL IDENTIFICATION HORIZ HORIZONTAL THE CONTRACTOR TO CONTRACT NTH THE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. HVAC HEATING,VENTILATION,AND AIR CONDITIONING 2Z ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. I / IBC INTERNATIONAL BUILDING CODE 23. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILD NG AND SHEET WHERE DRAWN II / MECH MECHANICAL GROUNDS BROOM CLEAN UPON COMPLETION OF THE NARK. r+- NTS NOT TO SCALE / 951840-31 OC ONCENTER OPERATIONAL PHASING NOTES �/ 1;_ PM: MOONCHOI OTOO OUT TO OUT 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNERS PREFERRED OPERATIONAL SEQUENCES.THE CONTRACTOR y DRAWN:MC PERP PERPENDICULAR SHALL CONFIRM THE OPERATIONAL PHASING WTH THE OWNER PRIOR TO STARTING CONSTRUCTION PLYNA PLYWOOD 2 HE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING,MEANS,METHODS OR WALL TYPES MATERIALS R RADIUS TECHNIQUES ROP REFLECTED CEILING PLAN 3. HE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNERS TITLE SHEET RD ROOF DRAIN OPERATIONS. 3519'METAL STUDS ONO AT WOO NTH GAB ® ACOUSTICAL TILE RL RAIN LEADER 4. REMOVE WALLS,BOLLARDS,PLUMBING,ELECTRICAL,ETC.AND CAP UNTIES BELOWTHE FLOOR AS REWIRED TO ACHIEVE -PAINTED EACH FACE LINO PER SCHEDULE REFRIG REFRIGERATION THE OPERATIONAL PHASING. AREA OF WORK THIS PERMIT: ® STEEL SIO SUPPUED AND INSTALLED BY OWNER 5. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING BAKERY OVEN UPGRADE SN SUPPLIEDANDINSTALLED BYVENDOR 6. WHEN THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE,THE SITE PLAN METAL INSULATED PANELS SOIC SUPPLIED BY OMER INSTALLED BY CONTRACTOR SHALL PROVIDE A TEMPORARY-COSTCOWOLESALE-SIGNAGE(OF SIZE COMPARABLE TO EXISTING WOOD BLOCKING NO GRANGE TO SITE FREEZER/COOLER WALLS(SIO) ® QU"T�QTQU ILLUMINATION FOR WENT SIGN IS INSTALLED. HE CONTRACTOR WTHSHALLTHE ALL NECESSARY PERMITS. PROVIDE SCALE: 1" = 100'-0" T S 1 0 1 SqV SUPPLIED BY OWNER INSTALLED BY VENDOR ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS NTH THE CANER. WOOD MEMBER SO SQUARE a E + 3. Y d 12 11 9LIM �r�J� _ 0. . m ch I_ I 0 I I >N - I i I ; - B I II - - - I H 1(Tw aoou ) SEE D _ —— ETAIL 24 i Ir 12 13 SEE DETSFERaLFAN 24 B 4 TRAN L 1� ((ABOVE OF 3)NG I ROUTE REROUTE o (E)1-1/2" GAS TO (E)1-1/ GAS TO OVEN /2. FIELD o ' 1 OVEN /3. FIELD VERIFY LOCATION. z G — -T- — - -- — - VERIFY LOCATION. O G--+}' G DEMO ALL DUCTWORK, REPLACE N NEW 12"0 DUCT. DEMO AND REPLACE -� E-7 SEE DETAIL 14 EXHAUST FANS 5,6,7 ON ROOF. E)1" (E)1" (E)1" OVEN O EXISTING CURB TO REMAIN. PROVIDE - {' - - 350 MBH) CURB ADAPTER AS REQUIRED. ON PROVIDE DUCT OFFSET AS NEEDED. L LLL (l7P OF 3) SEE DETAIL1822 82 'I F — — --- t — GAS 10 10LAN SCATS 1/0- _ 1-0 jl HVACR PLAN L2 _ III 3CATE 1 _ 1-0 II 1i o g L I L Ap S (E)2" VTR (E)3" VTR / / ,iii � ch "Om 01 .I (E) U �+7 -4 (E)4- U G O I P: D (E)2 (E)2. (E)4. FCO ~ CQ Z ..v y — — — — — — — — — - FCO U Z FZ0zx 'v IN7ALL NEW S I w M S W•'C 6 J F _ FLOOR SINK E'••1 CD'n C 4 k. o INSERTS INTO o z g DRAINS. 4 (TYP OF 3) (E)2 (E)4" ro D-A Qr 1 J n E3" _. i ( - I �) N I (-h2• � _D-1 cl I E" (E)3- (E a� (E 112X U m 7 �3 M I I B -_ ,4 E~� - - - - � "' " AREA OF �! I �(E)1-1 rT 3 4" � I B I �I — >4 W v o 0 U-1 Z z W (E)=) E co E— o f '� a o 2- O s I I I E (E)4" (E)4. O� o a rc n m I I _I --CONNECT (E)WASTE Q" oz CONNECT (E)4" y D TO NEW FLOOR w ! \ I ! I �T E 3f4''` - - WASTE TO NEW - (E)FCO SINK DRAIN. FIELD z W - =--- FLOOR SINK DRAIN VERIFY SIZE AND - - UN (N)1/2" CW FOR FIELD VERIFY SIZE LOCATION. O ^ 7 DRUN OWN(TOC NEW(N)CONDENSATEig O EACH (N)OVEN FROM MAIN AND LOCATION. � � m 3 1 ABOVE CEILING. (TYP OF 3) 14 (E) L -_- FIELD VERIFY SIZE A z a �-. E-7 E-7 _ E SEE DETAIL O-3 FLOOR SINK DRAIN. 10.4 1 -- -- - AND LOCATION. W gw A ,k 12 — — EMO EXISTING (N)2- g S \ DRAINS IN FUTCHED w PRO/ " CW ON 70 \(�3. VtR AREAS. PATCH Q, P� FER W/VALV FLOOR TO MATCH Z 4 3 lO 10 SURROUND. W OCONNECT (N)2' � VENT 70 (E) VTR. z o zo PARTIAL FLOOR PLAN ENLARGED p. a SCATS: 1/16' = 1-0 PLUMBING PLAN ENLARGED SCALL` 1/0- = 1-0WASTE & VENT PLAN O N SCmx- 1/8" - 1-0 O a m 1 a E- O x W � a N a � 0 N Y f SCREENED J I EXHAUST FAN Q HINGE ABO VENT I TERMINATION SHALL ABOVE RQOFROOF DISCHARGE A MIN. H \ � OF 40" ABOVE ROOF. EXISTING CURB 3 ON ROOF. FIELD DOMESTIC WATER NOTES GENERAL MECHANICAL NOTES ROOF I I VERIFY - m wuuA'n N ,war ro n w R a wvuolmc - ^' ¢ m rouonF M � y m M u N AE pRG1BtE �[,I Ya RUN ALL PIPING IN TRUSS SPACE, EXCEPT FOR WHERE COVERED BY EQUIPMENT M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLN ON W GAS REGULATOR PLATFORM OR LOCATED IN CEILING SPACE AT FRAMED ANCILLARY AREAS THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS AND EXHAUST FAN. LABELS SHOULD BE n a PROVIDE VERTICAL SUPPORT IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. ASSEMBLIES PER - PROVIDE ALL HAND SINKS WITH THERMOSTATIC MIXING VALVE COATED SIZE PER PIAN MANUFACTURER'S INSTRUCTIONS. BELOW SINK TO REDUCE WATER TEMPERATURE TO 110'F. - MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. v GALVANIZED NORDFAB OR 12.0 - ALL NON-HAND WASHING SINKS ARE SERVED BY 14QF HOT WATER. POST - COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE .. CAPTNEA.IRE SS ABOVE CAPPED ON TEE FOR ( CEILING COCK FUTURE CONNECTION. WARNING SIGNS READING "CAUTION! 140'F HOT WATER•. ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OF PANELS CEILING. - DIMENSIONS ARE TO COLUMN LINES. r N tl� 610 SEE PLANS FOR CAP 10" DUCT HERE FOR FUTURE _ APPLICABLE F.�I 0•®pp1. GAS INPUT. OVEN. SEE PLANS FOR LOCATION. PIPING SYSTEMS APPLICABLE MECHHANICAL DING OCODE:2019 OMSC (2018IMC) m R F _ 10.0 STAINLESS DUCT BELOW APPLICABLE ENERGY CODE:2019 OZERCC Q m � STAINLESS STEEL SLEEVE CEILING. - nc muoAro carts isrtr ro,xc ums wWV ws wwrwE - ; .. FOR 10"0 BAKERY OVEN APPLICABLE PLUMBING CODE:2021 UPC PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. r, z DRIP LEG CEILING FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT W ; PROVIDE 1-1/4" NON-CORRUGATED EXHAUST THROUGH CEILING. RISER ALL WASTE PIPING, CONDENSATE PIPING & STORM DRAIN PIPING TO AGA APPROVED FLEXIBLE GAS HOSE BE SLOPED AT 2% MIMIMUM UNLESS OTHERWISE NOTED. DETECTORS OR REPLACE WITH EQUAL. o 1 FOR WEN CONNECTIONS 18 GAUGE STAINLESS STEEL - ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. EXHAUST HOOD W/ WELDED UTER - SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND SEAMS, CONDUIT OF ALL TYPES SHALL BE CONCELAED WITHIN WALLS, FLOORS, OR CEILINGS (INCLUDING - RUN PIPING IN TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. FOR PASSING U) $ CONDENDSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.) BELOW SOUD GIRDERS MOUNT PIPING 6" MAXIMUM. FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING I--I - INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD RECIRC, AND AND SKYLIGHTS PROVIDE CAPPED TESTING TEE. CONDENSATE PER SEPCIFICATION SECTION 22 07 00. MINIMUM LENGTH 10 PIPE OUTLET FROM OVEN A7 /--'EXHAUST VERA CONNECTIONS DIAMETERS FROM PRV INTAKE 6.1" A.F.F. ROUTE OEXHAUST FAN CONTROLLED lT' OVEN. AND THEIR LOCATIONS - PIPING IN ROOF TRUSS SPACE TO BE RUN PEPPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. AND OUTLET. 1"ORAIN UNE 7Q WITH MANUFACTURER. FOR PASSING BELOW SOUD GIRDERS MOUNT PIPING 6" MAXIMUM FROM BOTTOM OF GIRDER. C NOT BLOC EXISTING FLOOR DRAIN QB PROVIDE 4" STAINLESS STEEL BASE SHOE (TYP. OF 3) W/ BEVELED BOTTOM EDGE ALONG THE LIGHTING & SKYLIGHTS FRONT OF OVEN SEE PLAN FOR BOTTOM OF PROOF BOX THAT COMPLIES LOCATION WITH LOCAL HEALTH CODES. FLOOR FLOOR SIN ©PROVIDE STAINLESS STEEL CLOSURE COTE: PANEL AT OVEN SIDE OF PROOF BOX � CONTRACTOR TO VERITY SIDE c!nc -ELE-eT-XIN AND AT REAR OF PROOF BOX. CONNECTIONS AND THEIR GAS SIZE CHART GAS SIZE CHART LOCATIONS WITH MANUFACTURER. 8 FLOOR PRESSURE PRESSURE MAX DEVELOPED PRESSURE PRESSURE MAX DEVELOPED SIDE_ ELEVATION_ PSI DROP LENGTH (FEET) IN WC DROP LENGTH (FEET) 2 TO 1.0 750 7 TO 6.5 100 �• FACTORY WELDED Y CLAMP TO BE PROVIDED PIPE SIZE (UPC) MAX LOAD (MBH) PIPE SIZE(UPC) MAX LOAD (MBH) ! LONGITUDINAL SEAM. BY DUCTWORK MANUFACTURER. 1/2" 146 1/2" 45 MAIN LINE GAS U I E TO 3/4' 305 3/4" 94 MID) DUCT FLANGE. SEAL WITH 3M FIRE 1" 575 1" 177 BARRIER 2000+ HIGH TEMP SILICONE SEALANT. 1-1/4" 1,181 1-1/4" 363 z PIEDGAS TESTING TEE 1/2" CW NPT DUCT CONNECTION 1-1/2" 1,770 1-1/2" 5" A� REGULATOR } CONNECTION NOTES, - fN REGULATOR (TYPO 1) DUCTWORK/FLUES SHALL RUN STRAIGHT FROM EQUIPMENT TO ARCHITECTURAL FINISH WITH NO 2• 3,408 Y 1,048 OFFSETS. MAKE OFFSETS WITH FITTINGS ABOVE CEILINGS, BEHIND WALLS OR IN ROOF STRUCTURE WITH AS SMALL AN ANGLE OF OFFSET AS POSSIBLE. G.C. TO COORDINATE THE LOCATION OF 2-1/2" 5,432 2-1/2" 1,672 GAS DOWN SPRINKLER HEADS SO THAT THEY ARE NOT IN CONFLICT WITH THE VENT DUCTWORK. TO OVEN O O PROVIDE STAINLESS STEEL DUCT BELOW CEILING AND GALVANIZED DUCT ABOVE CEILING. 3" 9,603 3" 2,956 2) EXHAUST DUCT TO BE FACTORY BUILT BY CAPTWAIRE. SEE SPEC 233800 FOR ORDERING. 4" 19,586 4" 6,032 1/2" M NPT CONTACT: ATTN: COSTCO PROJECT MANAGER 0 (425)212-5996 OR REG850CAPTNEAIRE.COM CONNECTION 3) ALTERNATIVE: NOROFAB QUICK FIT 22 GAUGE GALVANIZED 6• 57,376 6" 17,683 4 OTHER ALTERNATIVE DUCT TO BE APPROVED BY MECHANICAL ENGINEER. v PURI 5 ALL DUCTS TO HAVE WELDED LONGITUDINAL SEAMS AND CLAMP LOCKS. e" 1 117.886 8" 36,348 OVEN DETAIL E-7 OVEN DETAIL E-7 PROVIDE ONE OF FOLLOWING nn REGULATORS AT EACH PIECE OF SCALE: NONE 14 SCAM NONE 2 2 EQ IIPMEVENT T WITH VENT ON TMAXI OUT DE FLOOR SINK SENSU0DEL GAS CALCULATIONS CENTRIFUGAL EXHAUST #496 FAN, SEE SCHEDULE REF. DRAIN SIZE PIPE SIZE- 3/4" OR 1' EXISTING LOAD 8 ADAPTER CURB QA D-7 2" ORIFICE - 3/8" REMOVED LOAD 4.265.000 BILI/H SPRING - GREEN FLOATING HINGE FOR GAS LOAD UP TO 760 MBH BAKERY WENS -1,050,000 BTU/H FASEqlll BASE © D-7 3" MAXITROL MODEL' ADDED LOAD s N 1/16" STAINLES GAS LAPD UP TO 340 MBH BAKERY WEN +1,050,000 BTU/H STEEL VIRE RO325-SIZE TOTAL GAS LOAD 4,265,000 BTU/H TO ALLOW FAN VENT IN EXISTING CURB PIPE SIZE- 3/4" OR Y � B OPEN TO 90 FINISH FLOOR PROVIDE 1• MN. AIR GAP (E)3" SERVICE ACCEPTABLE 0 2 PSI (TYp.) GAS LOAD BETWEEN 340 MBH AND MN. O.IXSCHAM 1000 MBH RIM SET RUSH 325-7AL210D PROVIDE HASP ROUGH PIPE SIZE 1-1/4" OR 1-1/2"COTTER PIN TO `ALL GAS PRESSURE REGULATORS TOOPEN END OF BE RATED FOR 5 PSI.FAN (TYP OF 2ti F DECK [+] SEE SCHEDULE FOR "�„ b MINIMUM REWIRED THREADED ADJUSTABLE P4' P7 m s CURB HEIGHT AND ----DUCT MATERIAL PER MDGNT OUTLET. SEE A b I SUPPLIER OTHER DETAIL TABLE FOR SIZE OA lit m 0 M NOTE: EXTEND DUCT UP I GREASE TRAP, HINGE KIT, AND TO FAN INLET AND W eA IA r MINIMUM 40" DISCHARGE FROM ROOF EXTERIOR BASE OF —TRAP & ARM V K'o C N W DECK FOR UL 762 FANS ONLY. BAKERY TOP CURB sI2Epe FRESH LINE EQUIPMENT SCHEDULE — (S.O.I.C) 02 cq ." %Z ..a ROOF EXHAUST FAN ,��1 FLOOR DRAIN D-7 ARCH. SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. COMMENTS DETAIL SERVES NOTES BACKFLOW Z[�]oz s 1 IU NUMBER PREVENTION o^ C SCAM NONE SCAM NONE 06 E-7 OVEN HOBART ANA 1/2" UL LISTED INTEGRATED WEN AND FULLY WELDED TYPE 11 HOOD FOR 14/p BAKERY (1)(2) LH-BS/BP w co 1:4w vBAXTER NON GREASE LADEN VAPOR. rJ- DDIO EXISTING IXFIAIIST OV50002-EE AIRFLOW DRAFT PROVING SWITCH ARE ARE PROVIDE AND ASSEMBLED BY FANS AND CAP CURB OWNER, INSTALLED BY CONTRACTOR. 350 MBH GAS INPUT, 750 CFM SEE DETAIL 62 REWIRED. m Q CHANNEL SUPPORTS M-2204 E-8 PROOFER BOX HOBART/pW3S 3/8" UNIT W/HUMIDIFIERS PROVIDED & ASSEMBLED BY OWNER. BAKERY (1)(2) LH-BS/BP AG n W BETWEEN TRUSSES (1) EQUIPMENT FURNISHED BY THE OWNER. THE MECHANICAL CONTRACTOR SHALL ROUGH-IN PLUMBING, INSTALL AND CONNECT ALL HAZMD TYPE BACKFLOW POTENTIAL o SERVICES. ALL P-TRAPS, TAILPIECES, ESCUTCHEONS, AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR LIN - LOW HAZARD BS - BACK SIPHONAGE z 0 ROD HANGERS & DIAGONAL SEISMIC HH - HIGH HAZARD BP - BACK PRESSURE � SPRING VIBRATION BRACING WHEN BAKERY OVEN (2) CONTRACTOR SHALL RECEIVE, UNCRATE, AND INSTALL BACKFLOW PREVENTION ISOLATORS REQUIRED. EXHAUST DUCT- - - - N 18'/18' SEE DETAIL RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW rc MAT 22 PVB - PRESSURE VACUUM BREAKER SCREW 1/2" COX WSG k Q M AG - AIR GAP AVB ATMOSPHERIC VACUUM BREAKER w °O PLYWOOD TO STUDS k EN A _ E WITH 18 SCREWS 616' CEILING o, ACROSS TOP OFC RBFLASH 22 GAUGE L RIGID INSULATION 30 BAT OR ON CENTER. SIZE EXHAUST DUCT + .~-1 O C\2 MATCH MAX a MATERIAL EXISTING CURB 1/2" CDX METAL CAP TO SIR EXHAUST FAN SCREW SHEET AND GRILLE OOUTLET MATCH 4• l E t N (NO PENETRATIONS ON TOP PLYWOOD OF CURB. KITCHEN EXHAUST EQUIPMENT SCHEDULE — S.O.I.C. a wad a' 1 OF CURB) INUNE TRANSFER F SEAL VENTS IN 24"/24" EXHAUST BAKERY OVEN SYMBOL REM SERVES MFR// DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES A O A CURB CURB ED U GRILLE PPN EYEBROW HOOD KITCHEN BAKER! CApTWARE 1000 CFM 0 0.60" SP. PROVIDE WITH FLOATING HINGE. 3/4HP 92r 16/M 16" SQ. ROOF OPENING j KEF-5-7 EXHAUST OVENS DU85HFA CONTROLLED BY OVENS. PROVIDED BY E.C. UL 762 12OV/10 INTERLOCK WITH EXISTING (1) 0 w Q 1500 CFM 00.APTIVEAJRIE25 SP. INLINE TRANSFER FAN z ELEVATION AEW ROOF FLOOR KTFTHR114 KITCHEN TRANSFER BAKERY SI 1F 3DD SUSPWITH WENS FROM ROOF TRUSSES. INTERLOCK 12W/16 4 HP 130/ 24/M (3) z F H�1 t FAN 20 MCOP ao E CURB CAP G 62 INLINE BAKERY TRANSFER FAN DF" ENERAL NOTES: (APPLIES TO ENTIRE SCHEDULE AS APPLICABLE) , a 3CAM NONE SCAM NONE 1. ALL SWITCHES AND T-STATS MOUNTED AT 42" AFF UNLESS OTHERWISE NOTED SEE DESCRIPTION FOR RESPONSIBLE CONTRACTOR. �w s 2. ANSUL SYSTEM PROVIDED BY G.C. G.C. TO CONTACT APPROVED SUB-CONTRACTORS FOR ANSUL SYSTEM INSTALLATION. <11 3. COORDINATE ANSUL SYSTEM TO INTERLOCK WITH CAPTIVARE CONTROL CABINET. E �o iI SCHEDULEADAPTER CURB BY (OCOLUMN ON RIGHT FOR APPLICABILITY): o OW (3) ADJUST FAN SPEED TO MAX AND RECORD AIR VOLUME IN AIR SCHEDULE E. A w Z 'Q zWa E �o z PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED o ~ SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES INDIES W rU,] 1 D-3 rLOGR SINK STAINLESS 8X8X6"DEEP FLOOR SINK WITH 14 GN STAINLESS STEEL BODY. DRAIN PROVIDED WITH PERFORATED 12 GA STAINLESS 23/P BAKERY OVENS (12) N/A Ilna�----1111 O RAIN DRAINS.COM 1/2 GRATE, DOME STRAINER, FLASHING COLLAR AND 3" NO HUB ADJUSTABLE HEIGHT OUTLET, 0, u CSD8X8X6P zo ; m D-7 rLOOR SINK STAINLESS 2. 2. INDIRECT SINK WASTE, 12" SQUARE EXTRA DEEP 14GA STAINLESS STEEL RECEPTOR. DOME BOTTOM STRAINER, NO HUB 23/P BAKERY (12) N/A (� 0 O RAIN DRAINS.COM ADJUSTABLE HEIGHT OUTLET, 1/2 PERFORATED GRATE AND INTERNAL FLANGE. U CSDSINK12X12X10 w 1 12 NATIONAL PURCHASE AGREEMENT IN PUCE WITH STAINLESSDRAINS.COM CONTACT SHANNON BAKER AT 888 7135-2345. V m (n N z w m � N a z o � I ti a w &' l J [c] a 0 I l Y