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Plans (15) M EC2021 -00338 OFFICE COPY s. lid -:. COSTCO TIGARD, OR RECEIVED -wHoLimiLE #111 MAY 2 5 2011 7850 SW DARTMOUTH TIGARD,OR 97223 CITY OF TIGARD BUILDING DIVISION 7850 SW DARTMOUTH COSTCO T G A R D , 0 . R, 9 7 2 2 3WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH,WA 98027 T:425.313.8100 PROJECT DIRECTORY DRAWING INDEX PROJECT GENERAL NOTES www.CI751CO.Com e____,____1.• \1 L IY'1 r �.^- ; I OWNER COSTCO WHOLESALE TS101 TITLE SHEET GENERAL NOTES I, I 1101 Seco 1d Ave. Ste 100 999 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. ISSAQUAH, WA ARCHITECTURAL 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINALSFEETSIZEOF30X424NCHES. I - II I- 1- I II J I Seattle, WA 98101 ISSAQUAH,WA 98x7 I■ �: I - __.1. A502 FLOOR PLAN,DEMO PLAN,ELEVATIONS,SCHEDULE A.NOTES 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES,ABBREVIATIONS AND I' I I ar••s•.: I II I I I I I I I I ■ n ;,t...I.T.425.313.8100 A507 DETAILS SYMBOLS. �� I' I ' II II I��` III II II II II II II 206 962 GSUO 4 CONDITIONS AND DIMENSIONS SI-IOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE I. I I I iii Iter I I - I 11 I I I I I I I I I I I • I I AREA WORK THIS PERMIT, �'I I�j G O P� ARCHITECT MG2ARCHITECTURECORPORATIONIMAM' l RESTROOM REMODEL NIG2-com l 1101 SECONDAVENUE PLUMBING RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOAII,THE CONTRACTOR II I 11 1.I: I , I I II 11 I II II II 1 IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK- - -- - SUITE 100 P-t PARTIAL FLOOR PLAN,ENLARGED PLUMBING AND WASTE 8 VENT PLAN,DETAILS,NOTES,LEGEND AND SCHEDULE 1 1 Il'' ;'. ` ; ii ii- ii 11 11 --ii- F I t I I w Cl 1 Z OF 1 `r A� a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND ' ` ` VIE, FOR CODEC()��i. i.iANCE SEATTLE,WA 98101 P-2PARTIAL FLOOR PLAN,ENLARGED PLUMBING AND WASTE&VENT PLAN,DETAILS,NOTES,LEGEND AND SCHEDULE I I I I I I I I °�"_ 1 I I I I I I I I I I I I I I ! NO CHANGE TO EGRESS UTILITIES �!* I ...,..�. T 206.95-6500 I•n..•• !! dx.�. F:M6.962.6499 ELECTRICAL b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTINGANY WORK I I I I I + I �+ I I I I I I I I I I I I C. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE i I I � l'. II I. . I I I I I I I 1 I 11 ■ ■■ c PROJECT MANAGER: MOON CHI01 El PARTIAL FLOOR PLAN,LIGHTING FIXTURES,ENLARGED PLANS,NOTES,AND LEGEND ONLY II. I I- -- -- I I" I I 4•I ■■ ■■ Approved. ] , d. IF NECESSARY TO COMPLETE THE WORK(THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY I■ I I LI LI I II II IIa I I I IMfg ��-® �• I� Nib/ I • OTC: I ] " MECHANICALIELECTRICAL ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. - ■ ■ ■■ ■■ ■ ■ �■ ■■ ■■ En EA - ENGINEER T.E.,INC. 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE DR DISTURBANCE TO EXISTING UTILITIES AND SHALL I ago l Permit #; 830 N RIVERSIDE DRIVE BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE I-. I MCC�eC�� + -00 SUITE 200 AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST-DISRUPTIVE AS POSSIBLE TO THE OWNERS l ��,�' •"' I -�j-F�' '�� 1-1 is I Address: Q `� f�}' -}� ,y I A A 1 RENTON,WA 98055 OPERATIONS I- ! I- - I I 4- 4� LJ `� v L�.E�I t ` m V J�-� I I' I I I I I I I I el T:425.970.3753 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS.WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD I I F 4I( L + !! I i I I i I I l I ; rl ! 1 1 ! Suite i F:425.970.3756 MEASUREMENTS. 7. DIMENSIONS ARE TO/FROM THE: -I3 �+ - ii �� I I I (. 1 1 1 r1Fin I I I a. CENTERLINE OF INTERIOR COLUMNS. I C - - - -I 1 I ! j ! l I I 1 LI I j L -_moo _ RESTROOM By: J 1)a ie: 6L 1 J -ai 10 b. GRID LINES ADJACENT TO THE EXTERIOR WALL(FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE GRID ,' L=r�13 ��� I I I I 1 I 1 1 C 1 IJI I 1 I [� p G • �rr� LINE) REMODEL c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. II i nnnI I I p p4d. FACE OF STUDS. ® rTrrrri I I 'I LJ LJ L.J I I I 1� D n 10 ~e. FACE OF CONCRETE OR MASONRY(NOMINAL) =' ■_ - �� _ -Ail ! I I I I 1 I 1 I Li 1 I I - _ VICINITY MAP SCOPE OF WORK 1. ALL'DATUM"ARE UNLESS FROM OTHERWISE. TOP SE THE SLAB(ALSO NOTED AS FINISHED FLOOR OR INDICATED BY �___- I��.I rnm LJ U L( L, t✓ U U LJ ` THE"DATUM"SYMBOL)UNLESS NOTED OTHERVISE. 1 a ALL INDIMENSIONSCLUDING CANNOTED TILE,CR SHALL BE D MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES _ I I n = - Y = BI BID ISSUE THE PROJECT IS A 700 SQUARE FEET REMODEL OF THE EXISTING MEMBER RESTROOM IN A 145,824 SQUARE FEET,ONE STORY h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR ' , /I I _ I I II 114 IJ . =' I VALIDITY OF PERMIT MERCANTILE OCCUPANCY BUILDING WITH FULLY AUTOMATIC FIRE-PROTECTION SPRINKLER SYSTEM AND FIRE ALARM OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL I nurIN HEM I ! I� -' IR I: O�' �' 0 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE T v I L THE ISSUANCE OF A PERMIT SYSTEM. 1' • ; I ..� BASED ON CONSTRUCTION m FOR THE ACCURACY OF THESE DIMENSIONS- IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN,IMMEDIATELY w u I I f 1 4130 4- NOTIFY 7H€ARCHITECT DF ANY DISCREPANCIES. ■■+■�" :II fI1 L DOCUMENTS AND OTHER /-1:7. SCOPE OF WORK INCLUDES THE REMOVAL AND REPLACEMENT ALL PLUMBING FIXTURES,FINISHES,AND ACCESSORIES WITH 'J RELATEb PLUMBING,ELECTRICAL,AND MECHANICAL WORK 9. VERIFY ALL ROUGFFIN DIMENSIONS FOR EQUIPMENT FURNISHED ANCYOR INSTALLED BY THE CONTRACTOR, suBcoNTRAcrDRs,ovWtiERDRDrHERs I- •I I - DATA SHALL NOT PREVENT G\c �. THERE ARE NO CHANGES TO EGRESS. 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS,WALLS,CEILINGS AND `__ __. II . I.1` 1:110:11)4- ` THE CODE OFFICIAL FROM y� P\� ROOFS FOR TR D DRS PIPES,CONDUIT.CABINETS,EQUIPMENT,ETC.AND SHALL VERIFY THE SIZES AND LOCATIONS WITH \1 I I 11 _, •� o_ �+� .Igo ,� . I REQUIRING THE CORRECTION w @ 11. PLACE NO OBSTRUCTIONS,INCLUDING MAINS,PIPING,CONDUIT,ETC.OF ANY KIND SO AS TO IMPAIR GIVEN CEILING - _, - ' . •• - A Fi. .__ _._ J/ I OF ERRORS. C`'`C 105.4 SWIG a HEIGHTS AND CLEARANCES-RUN PIPING,CONDUITS,ETC.IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. ~' L' _� - - - 1 ' RFFy w z 12. ALL CONDUITS,PIPING,ETC.SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS:DO NOT RUN AT AN ANGLE TO THE -- T- �� G ti WALLS- l 1-7---- .. ,�`. �� q 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL ANDVOR CEILING FINISHES,DO NOT RUN EXPOSED CONDUITS, LJ -__ �° p CODE DATA PIPING,ETC.ON WALLS OR CEILINGS. •l - �- MOu ST 14. ALL WORK IS TO BE PLUMB,LEVEL TRUE TO LINE,AND STRAIGHT. m15. ALL JOINTS ARE TO BE TIGHT,STRAIGHT,EVEN,AND SMOOTH. - .D ( p� APPLICABLE CODES', 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. PROJECT 17. PROVIDE ALL FASTENERS AND CONNECTIONS(WHETHER INDICATED OR NOT)NECESSARY TO ASSEMBLE THE WORK 02 18. PROVIDE SQLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING,BUT NOT LIMITED 'SITE TIGARD MUNICIPAL CODE TO,SINKS,WALL BRACKETS AND WALL-HUNG ITEMS. - ‘ -, 2017 OREGON ELECTRICAL SPECIALTY CODE 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON.NEW WORK AND • ti 2019 OREGON MECHANICAL SPECIALTY CODE FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. §� 2017 OREGON PLUMBING SPECIALTY CODE 20 REPAIR,PATCH,OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED,LIFTED,DISCOLORED,OR SHOWING OTHER TIGARDEll) 2019 OREGON STRUCTURAL SPECIALTY CODE IMPERFECTIONS. FLOOR PLAN 2019 OREGON FIRE CODE 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. e . .. .. 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNERS OPERATIONS. LOUD ACTIVITIES(JACK-HAMMERING, SCALE: 1 5O� O' OCCUPANCY�,XAS$JFIcATION: SAW-CUTTING,ETC.)AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES(WATER ELECTRICITY,GAS,FIRE VP GROUP'M'( CR I E) SPRINKLERS/ALARM,SEWER,ETC.I SHALL BE PERFORMED DURING NON-BUSINESS HOURS AS APPROVED BY THE OWNER ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. TYPE OF CONSTRUCTION TYPE V-B 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 EGRESS SYSTEM 8 OCCUPANT LOAD NO CHANGE ALERTS DURING CONSTRUCTION. ' ,, 24. ALL WORK IS TO COMPLY WITH THE APPUCABLE CODES. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED TO \\\ REQUIRE OR PERMIT WORK CONTRARY TOA GOVERNING REGULATION. \ •`„- - 25. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS(CONDUITS,FIXTURES,ETC.)AND LO OPENINGS(DOOR FRAMES,WINDOWS,ETC.). ., \ ��. \ \\ 26. THE CONTRACTOR SHALL CONFIRM IF CONCRETE SLABS ARE POST-TENSIONED. IF ANY SLAB IS POST-TENSIONED,THE \\\\• CONTRACTOR SHALL ACCURATELY LOCATE TENDONS,CONDUITS,PIPES,ETC.USING NON-DESTRUCTIVE TESTING METHODS \ •oSUCH AS IMAGING,INDUCED CURRENT METAL DETECTOR,ETC.AS RECOMMENDED BY THE POST-TENSIONING INSTITUTE. IFPLUMBING FIXTURES ANY PROPOSED PENETRATION IS IN CONFLICT WITH TENDONS,ETC.,IMMEDIATELY NOTIFY THE ARCHITECT PRIOR TO ��PERFORMINGANIYWORK- ,', \ OCCUPANCY GROUP: M(MERCANTILE) DEMOLITION ANDREMODEL p GENERAL NOTES • n \'e •\\)\\ �� \ u� I. THE BUILDING WALL 8E OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. �L. BUILDING AREA: 145,824 SQ FT 2. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF-HOURS l ' IEiiii` \\ .- . l >.• • 3. AREAS OF DEMOLITION SHALL INCLUDE,BUT ARE NOT LIMITED TO,ANY STRUCTURAL,PLUMBING,ELECTRICAL MECHANICAL NUMBER OF OCCUPANTS=3,954 OCCUPANTS; FIRE SPRINKLER, ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK THE CONTRACTOR IS TO REMOVE ALL r°°'•'®` % $ - .\\ f 1,977 MEN; 1,977 WOMEN WALLS,BOLLARDS,MISC.STEEL,PLUMBING,ELECTRICAL RAISED CONCRETE SLAB,CURBS,REBARS,ETC.ASSOCIATED / .� \ \ • VWTH DEMOLITION OF AREAS SHOWN- ""' .� _ \\ yr \ OREGON PLUMBING CODE REQUIRED EXISTING PROPOSED 4. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TOTHE CNNJER. DURING THE A...•r ,_4' '+!4 • FIXTURE BIDDING •PERIOD,COORDINATE AND VERIFY WITH THE OWINER AS TO WHICH ITEMS ARE TO BE SALVAGED- 711 • \ MEN WOMEN MEN WOMEN MEN WOMEN MEN WOMEN 5. DO NOT INTERRUPT ANY SERVICES(WATER,PLUMBING,FIRE SPRINKLER,ETC.)WITHOUT PRIOR WIRITTENAPPROVAL OFTHE �/ , * OWNER. REfE1vNG '� \ w Q WATER 1 PER 500 1 PER 500 *4 4 *7 7 *7 7 I, , •6. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND _. 41.4441.4. \ CLOSET COORDINATE AT LEAST 48-HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE ALARM �'"""' \ \ \ \ \ M ITGHELL C SMITH,ARCHITECT SYSTEMS. PROVIDE FIRE-WATCH AS REQUIRED BY THE JURISDICTION. V� LAVATORY 1 PER 750 1 PER 750 3 3 5 5 4 4 7. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRICTION INCLUDING,BUT NOT LIMITED TO,EXIT SIGNS, \ \�, LIGHTING,FIRE SPRINKLERS,ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY EGRESS OPENINGS ANDYOR .. • -. -. \\ •A *NOTE: EQUAL TO 1 LESS THAN HALF OF WATER CLOSETS FOR MEN ARE URINALS EGRESS PATHS DURING DEMOLITEINCONSTRUCTION- m„ - a _\,, ; \ 0, S. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO o- \ ( - • EXCAVATION- t`.k I k 1 I TIRE CENTER \ \ �l ` 9. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. \I + \si , \ •_ VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR TO STARTING ANY WORK . aVOISFIV ! A ,' ARCHITECTURAL H I T E C T U RA L A B B R E V I AT I O N S 10. ARAREAS NOTTUNDER CONSTRUCTION.TR PNRE'AS REQUIRED TO PREVENT DUST AND OEBRIF FROM LOCSETATIONS. ON ADJACENT _ 4 ¢ I ! i 1 + o- ARCHITECTURAL SYMBOLS C 11 CAP AL UTILITIES AIS DRAN LIS BELOW THE FLOOR AS REIEWWTH AND QUIRED.DE CONTRACTORFS RESPONSIBLE FOR FLOOR ` h 1111 r I I r I I I I r >1 I�I • I \ \ • PATCHING. FOR ADDITIONAL ABBREVIATIONS:SEE OTHER DESIGN DISCIPLINES AND A601 42 THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND I I • \\\ \ , CONSTRUCTION. '� 4 4 4 " 4 4 4 4if'` 1• 44 4# +4 , . 1 ! SYMBOLS AFF ABOVE FINISHED FLOOR(SLAB) SST STAINLESS STEEL 13. WHEN CUTTING AND PATCHING,THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED ....e„"„.,,,� . j =_i..44 ' BFF BELOW FINISHED FLOOR(SLAB) STD STANDARD OR ADJOINING SURFACES.CUT HOLES AND SLOTS AS SMALL AS PRACTICAL/POSSIBLE,NEATLY TO SEE REQUIRED AND I 1 @ f \ \ BOT BOTTOM STL STEEL - *+_•� .. 41--"Ill 1 \ \ \ CMc,2.Inc.AI njts ns«we.too pan a mks doc rn4 may bo reproduced • DETAIL NEW CONSTRUCTION-SHOWN SOLID WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. \ w_ a \ b.gFn m or by mrans waned permission r wugeom McgInc. REVISION CLOUD CL CENTER LINE STRLICT STRUCTURE,STRUCTURAL 14. WHERE EXISTING CONSTRUCTION IS REMOVED,CUT OR OTHERWISE DISTURBED,PATCH TO MATCH THE EXISTING \ ',R], • \ DETAIL IDENTIFICATION CLR CLEAR TOJ TOP OF JOIST �'i ►7It • • • + \ Q PATE DESCRIPTION AND DELTA1) ADJACENT SURFACES. SEAMS TO BE AS INV1SIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE \ a 4 r I ; I-I ,_ 1 GENERAL MECHANICAL NOTES i:4 rk lb` __. K THE FOU.OMANC NOTES APPLY TO TIE ENTIRE PIAN AS APPLICABLE. W W — -')O - DIMENSIONS ARE TO COLUMN LINES. L.LN W X - APPLICABLE BUILDING CODE:2019 OSSC (2018 (8C) IAPPLICABLE MECHANICAL CODE:2019 OMSC (IMC 2018) r24 ` r [ , APPLICABLE ENERGY CODE:2019 OZERCC 1 x EN,I-GEDWPLANS,OR - - O = ���R . .r I-�! • N APPLICABLE PLUMBING CODE:2021 UPC I TH 1 SHEET. - SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND �t `��: e� a -'- ,1 CONDUIT OF ALL TYPES SHALL BE CONCELAED WITHIN WALLS, FLOORS, OR CEILINGS (INCLUDING m -� N �� _ — -- O CONDENDSATE DRAIN LINES. WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.) Q v o = -: - INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD RECIRC, AND O W �� �I '� ! ,I I 1 CONDENSATE PER SEPCIFICATION SECTION 22 07 00. r-� 41 �"'� m 1 __ - - - n - ; 1 - cn o 1 x 1 ,I 1 " iiH1 - REPLACE (E)EG-1 U) � OF 2) I.. 10 XA II PLUMBING LEGEND --= - — ,.- - — — - H WASTE/SANITARY SEWER _ _ _ VENT 9•• I - COLD WATER -X X - -- HOT WATER C CONDENSATE DRAIN 1 (E f,EPLACE (E)EF-1 ON --� • —--- --- HOT WATER CIRCULATION _ E)VD ROOF IN SAME ADAPTORDE CURB P saa saa[9 z°C.4)" d saa (16, - CHIS C� CAP OFF - �' ARNECESSP32Y ;� L- CO CLEAN OUT — U F-/ U (F) ''1w - E) ° SEE D — CONT. CONTINUATION -� - k.wisi 14%1 WVr'y__. -._„t- (E)14X14 UP TO EF-1 0 a ,— _,,.L�— CW COLD WATER �� FCO FLOOR CLEAN OUT - T \-/ H&CW HOTEL GENERAL WATER R 1 F� „ I I I ' I I } 1 _ '-`` o .._ HW HOT WATER • LJ Vy 111/1 {E 12"5 0 IMI M.0 MECHANICAL CONTRACTOR 4-*-- �_^ (N) NEW E 9 FM cc I I PSI POUNDS PER SQUARE INCH S.S.• SANITARY SEWER TYP TYPICAL (E)6" IN TRUSS t I SPACE TO REMAIN 1U UNION O _ IH I VTR VENT THRU ROOF ,_. - • - . n _ - w. WASTE - - WCO WALL CLEAN OUT '1 '• L.JJ ' ® WHA WATER HAMMER ARRESTER 0 IAF C W I I -1 --'. R� �Id PUBLIC PLRESTROOM ummiim,_ _. I SCALE: 1/4' = 1'-0" �, l 1 If il i i I. n 0 .;"S' CHh �.■ " �__-� fra�n --ITiIg A U 0 W w as C-19 H ! Q I 31 ISj I © w c' C LZ g [7, 419 A i0 • ED CJ Ih-AI d; ca t-°inin cow I:1 coc s W - � _ _ ® E-I ° _ 1 , z . Pgg.1.03 ,_ x x___, p:NN . . W N x • ` • c� ,.. ...„. sWx N Z E-I covirxa4. o R f rn x m 1 (T) a T l�� Nc, x h o - wz � � I w — — — (Lpy-3�RECONNECT NEW SINK x O TO (E)WASTE. FIELD 0.,- VERIFY x 1 ,.. ( _ I OCATIONIZE AND H Q 0.2 TI CD x ®RECONNECT (E)CW TO NEW �` _ — - ,`�+ Ems, I WAZs- TER CLOSET. FIELD L! �� 1 W 14 x VERIFY SIZE AND LOCATION L_ f A �Wy Hwy � <4 mm (TYP. OF 9) j/ Z =W Q T (E)4"VTR �+ � O - — ' — p J�MV-2NNECT (N)3/4" HdcCW T j T. 1 Z" r � � j r. (€ D-5 W� r4W U1 � E \ {E)H&CW IN WALL. RUN TO I 1 �J II 1 II o NEW MIXING VALVE. MOUNT (LAV-3) DEMO (E)WASTE AN0 - 'z � o \ IN WALL W/ACCESS PANEL — -T ? W 0 LOCATED BELOW SINK. SET [jj - (E)VENT IN HATC1fED •� r �-+ Zvi SD �' o� TEMPERED WATER TO 100-F 1 !. HW DN. AREAS. CAP WASTE IN / / / - / // / 4 it, f _----. . WALL. CAP VENT AT MAIN,• i /i I w (TYP. OF 2) (TYP OF 3) WC a o \ SEE DETAIL 0 ~F�IIr� I / 0 / CO., / (Ii/( ) / y) / P)/ z r� - \�'_>: ' " _ r._ �_ WATER FIELD VERIFY IZE a w r. '1° . ! • I ,E)4_, .7.,:,,..__..,,:,..... /—�� ) TYP D110N. SEE DETAIL cn p E o -•-y� ° y� (E)2" ' r r 7 ' o z �' E 4—� AN f (LAV-3 I �IR ,}��i ' - -I W, 4Ael Pi 01"1 ►++ - 0 i < / , '4 4 :X I i 1 1 � [ W > C I 3 C4 x Q RECONNECT (E)CW TO N o If URINAL. FIELD VERIFY SIZE ci (E)1"Jr 1 I A L%a AND LOCATION. CI (E I. r (TYP. OF 3) (E) ':2� - {E)1/2 (E)2-1/ ' . (E}3" I ' (E)4" w : j ( D-5 o Ii__ Xgj a sl • 75 (E)1/` (E}3/4" HWC \ 0 1� (E}2-1/2' CNV • H (E)1" HW — - o W �a I 1/2' CW DN. ( U )ECONNECT (E)WASTE FOR NEW -- 0.? URINAL. FIELD VERIFY SIZE AND oCO LOCATION. SEE DETAIL19 v o a (TYP OF 3) PUBLIC RESTROOM PUBLIC RESTROOM L4IIP PLUMBING PLAN WASTE & VENT PLANp4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0- ONNON PARTIAL FLOOR PLANwN SCALE: 1/16" = 1'-0"N aN � U N l . a a N 0 N / TORQUE (55 LBS-FT) ro CARRIER FLANGE MI NOTES: ENTRIFUGAL EXHAUST I II 4 I FAN, SEE SCHEDULE # i • SEE SPEC SECTION 220600 FOR 1/2" CONCRETE `\` w APPROVED CARRIER MANUFACTURERS. WEDGE ANCHOR w • ALL0 CLBS TCO BE RATED FOR (S.I.C.). 1 AIR TERMINAL SCHEDULE Q'' W c 3 500 LBS MIN. CAPACITY .3 -MIN. • VERIFY NUMBER OF SINGLE/DOUBLE 4 WALL CARRIER REQ'D PER PLAN. RED HEAD TRUBOLT °9 SYMBOL MANUFACTURER f SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * t x • COORDINATE PLUMBING WALL OR EQUIVALENT. ". 1j. F __ �� EG-1 I TUTTLE & BAILEY!EXHAUST I CRE1000 I EGG CRATE IFLANGE I RESTROOMS, JANITOR ROOM THICKNESS WITH ARCH DRAWINGS MIN. 4500 LBS < , JII I T M.C. TO FABRICATE Na * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS - DIFFUSER IS NOT REQUIRED IF NOT ON PLANS a\ PRIOR TO ORDERING. TENSION RATING a a 4 BIRD SCREEN I1ROP-IN DAMPER TRAY. Q - a� ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. DO NOT PROVIDE WITH FILTER. r E = �� (PULLOUT FAILURE) 4 _ SIZE & MATERIAL TO " ��i� _ FAN BASE _ MATCH DUCT. W . .,„ wok e.. c 1 CONCRETE-"' �' _ Ipi 1 ,:, 3 v ,� �,.a � � SLAB 4 4 a6 CUE SCHEDULE li 1/3 .FAN 8A5£ ° MIN 3WEDGE ANCHOR FOR PROVIDER / EXHAUST FAN EQUIPMENT SCHEDULE — S.I.C. a FI 1 `fes"F' SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES SINGLE CLOSET EF-1 WALL CARRIER SHEET METAL EXHAUST EXHAUST PUBLIC RESTROOM COOK 1875 CFM 00.50" SP. PROVIDE WITH FAN SPEED FAN 3/4 HP ACE-D CONTROLLER MOUNTED UNDER MOTOR DOME. CONTROLLED 12OV/10 108¥ 15/P 17" SQ. ROOF OPENING (4)(2) (4) 1--1 BACK DRAFT DUCT UNLESS OTHERWISE 150C13D BY TS-1 PROVIDED BY M.C. i DAMPER. SIZE NOTED ON PLANS ANCHOR BAR—� (WC- � MOUNTING TO MATCH DUCT. GENERAL NOTES: (APPLIES TO ENTIRE SCHEDULE AS APPLICABLE) a ! I SYSTEM WITH 1/2"\ HEIGHT 1. ALL SWITCHES AND T-STATS MOUNTED AT 42" AFF UNLESS OTHERWISE NOTED SEE DESCRIPTION FOR RESPONSIBLE CONTRACTOR. MIN. THREADED[ -'-' PER .• 2. DO NOT ADJUST SPEED CONTROLLER SLOWER 60% OF FAN MOTOR SPEED. I I ROD SECURED�TO 3. PROVIDE MOTOR STARTER AND OVERLOAD PROTECTION FOR ALL MOTORS PER SPEC SECTION 230000. ARCH CARRIER FLANGE. ♦ SCHEDULE NOTES.: (SEE COLUMN ON RIGHT FOR APPLICABIUTY): ! I If IC' 1 1 a I a ,a "t ROOF EXHAUST FAN (121 (1) ROOF CURB FOR METAL ROOF PROVIDED BY M.B.S. 4 �. SCALE: NONE (2) PROVIDE BACKDRAFT DAMPER. I ,. • a (4) PROVIDE FAN SPEED CONTROLLER MOUNTED IN ACCESSIBLE LOCATION NEAR EQUIPMENT (U.N.O.) ! I a i i i 1/2" CONCRETE COMPLIANCE CERTIFICATION WEDGE ANCHOR (S.I.C.) SINGLE CARRIER CONCRETE SLAB -SMO LISTED AS COMPLIANT WITH THE UPC. I I {TVP. OF 4) -ASME/ANSI A112.19.2M AND ASME A112.19.6 NATIONAL CONSENSUS PRODUCT STANDARD COMPLIANT. -ADA & ANSI 117.1 ACCESSIBLE COMPLIANT. _ » 4-3/4" 2-3/4' PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED I 3/4" CW SUPPLY 3 SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACKFLOW 1 i SECURE CARRIER TO FLUSH VALVE PREVENTION PER MFR INSTALL • 3/4" CW SUPPLY IAV-3 HAND SINK SPG 2" ®1$" 2" 1/2" 90"X19"X6'D, 16GA. TYPE 304 S/S SEAMLESS WELDED. WALL HUNG. 3, 1-1/8"" FAUCET HOLES. CONTACT STORAGE 27/p PUBLIC RESTROOM (5) LH—B5 AG DOL BLE CLOSET INSTRUCTIONS I (TVP.) TO FLUSH VALVE r� .1r� MULTI—STATION-3 MSHS—ADA-002912 024" PRODUCTS GROUP (877) 503-4774 FOR SINK. FAUCET TO BE PROVIDED WITH SINK, SENSOR OPERATED, BATTERY w WAL. CARRIER 1_1/2* VENT ADA, PC POWERED (ACA OPTION), 0.5 GPM. ACCESSIBILITY COMPLIANCE: ADA, TAS, CAL, UFAS, AND ONTARIO BARRIER FREE. 7 o a / UP TO VENT a — MV-2 THERMOSTATIC SYMMONS MAXLINE MIXING VALVE WITH LOCKABLE TEMPERATURE SETTING AND HOT AND COLD CHECKS, SET TEMPERATURE TO 100' F. PUBLIC RESTROOM �� !. ` MOUNTING HEADER MIXING VALVE 7-230—CK 3/4 3/4" 27/P N/A I o cn I _—_—. ._---. HEIGHT U JR'NAL KOHLER —1/2` •—1/2" 3/4" FLOOR MOUNTED WHITE VITREOUS CHINA. 3/4" TOP SPUD, 2" FLOOR OUTLET, PROVIDE WITH STRAINER, WATER SAVER 19/p PUBLIC RESTROOM (7) HH—BS AVB If PER i d K-4920-T FLUSHES ON 0.5 GALLONS. HYDROTEK MODEL BH8-B1-05 LOW CONSUMPTION FLUSH VALVE WITH FILTERED E :'-_y i ARCH v HYDROTEK X49.5" SLOW-CLOSING PISTON OPERATION, ADJUSTABLE SENSOR RANGE AND GALLONS PER FLUSH. CHROME PLATED CAP AND a TOP EDGE OF BOWL HB8-B1-05 VALVE BODY FOR EITHER LEFT OR RIGHT HAND SUPPLY, LITHIUM BAIItKY POWERED FOR UP TO 1.5 MILLION FLUSHES I <_ a 1 4 . . 4' 4 .a o .a. ' TO BE FLUSH WITH AND MANUAL FLUSH BUTTON. Q e 4 FINISHED FLOOR. — WC VATER CLOSET LOHLER' - �, I IYDROTEK SENSOR FLUSH VALVE TOILET SYSTEM. WALL HUNG SIPHON JET, ELONGATED BOWL, WHITE VITREOUS CHINA, PUBLIC RESTROOM MH-BS AVB 4 •e d• 4. -4325 i ,ADJUSTABLE 1.28 GALLONS PER FLUSH MIN. WORKING PRESSURE 25 PSI AT VALVE WHILE FLUSHING. LITHIUM BATTERY 8/P 1}(4} -4731 SA POWERED FLUSH VALVE WITH 1" ANGLE STOP AND ADJUSTABLE TAILPIECE WITH 1-1/2" TOP SPUD CONNECTIONS. I I VISIBLE WATER SEAL �_ - ROTEK LOHLER K-4731-SA ELONGATED HEAVY-DUTY OPEN FRONT WHITE TOILET SEAT, NO COVER, STAINLESS STEEL SELF 1/2" CONCRETE PROVIDED BY P-TRAP. 88-128 i P. t I WEDGE ANCHOR (S.I.C_} a DOUBLE CARRIER CONCRETE SLAB �� _ YUSTAINING CHECK HINGE. PROVIDE WITH HEAVY DUTY 500# MINIMUM CAPACITY CARRIER. (TVP. OF 4) �2" P-TRAP (1) WATER CLOSETS TO HAVE OPEN FRONT SEATS A 40 ELONGATED BOWLS. HAZARD TYPE BACKFL)W POTENTIAL & TRAP ARM (4) HANDICAP WATER CLOSETS SHALL BE +16" TO TOP OF BOWL, FLUSH VALVE LEVER CONTROLS TO BE ON THE WIDE SIDE OF STALL AND NOTE MORE THAN 44 INCHES ABOVE THE FLOOR. LH - LOW HAZARD BS - BACK SIPHONAGE = -w i (5) LAVATORIES SHALL BE +34" TO RIM, WITH 29" OF CLEAR SPACE UNDERNEATH, HOT WATER AND DRAIN PIPES UNDER LAV SHALL BE INSULATED PER SPEC. SECTION 22 07 00. HH - HIGH HAZARD BP - BACK PRESSURE I i a Ii WATER CLOSET CARRIERS FLOOR MOUNTED URINAL DETAIL 19 (7) URINALS SHALL BE A.D.A. COMPLIANT, WATER SAVER TYPE. 0.5 GPF MAX. BACKFLOW PREVENTION ilf SCALA NONE SCALE:8 NONE RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW =j I PVB - PRESSURE VACUUM BREAKER71. i AG - AIR GAP i 1 2 I O O O © PLUMBING ROUGH IN: AVB - ATMOSPHERIC VACUUM BREAKER 4.4. S 3/4" CW w ? ® 0 3/4» NW - o -o N I. ©3/4" TEMPERED WATER I _ c j • wall THERMOSTATIC 0 !t MIXING VALVE 1/2" TEMPERED WATER °A'41 TO EACH FAUCET. iii I EQ ANGLE STOP AT WALL I MI = o PROVIDE ISOLATION ' WI ZURN SHOKTROL VALVES ABOVE CEILING a #100 (TVP. OF 2) I j 9 INSTALL ALL PIPING BELOW SINK, ?i BEHIND WALL - PROVIDE WALL ACCESS PANEL FOR ACCESS TO E I2 5 MIXING VALVE & SHUT OFFS. 3 ® D DII@ D I A °°�� ACCESS PANEL--�..J I ] ti W O Z {C (SEE ENLARGED 1..�-C 0 \ 1/2" TEMPERED WATER I o w Z 0 �} _ _ E-4 c rtaax,a 0 N VIEW ABOVE) BEHIND WALL o ! FLOOR - M _ O., 1 ! i �' I RESTROOM TROUGH SINK DETAIL (MV-2) . I' LILI 1 N = SCALE: NONE - m l ug.mm,b,.i .dl1 - 00 I - z - r) i a i2 w . i al I I w (\I • ' (Z U i N _ % y , _ �. r mow � AQ� = _ v i i a w Q I o • _ w! c; L!1 Ix I o 3 z g •e4 - i w�+- W co I igll ao 1 Z`- a i i ow ! I I • en z=w 4 �* Cn 1 mi �1 Ch O �_ _ }3 4 I . I: I E4 a A ; o 1 -1 . s. i zg d ic�x Q , a 14 i o 0 zo o w O o o NI 4 _ I 1 i E-II i I :,, 1 0, :0: w N N � i F4 z P -- 2 1 O l--� W (..3). ,N 1 . t , . i „, N W 0 N r