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Plans (107) PLM2020-00173 CALCULATIONS WASTE PIPING NOTES GENERAL NOTES SYMBOLS PIPING NOTES PIPING GENERAL _ 1. WASTE PIPING SIZING IS PER 2017 OPSC, TABLE 7-5. MINIMUM SLOPE OF WASTE PIPING SHALL BE COORDINATION REQUIREMENTS WASTE (W) PLUMBING LOAD CALCULATIONS 1/4" PER 1 FT, UNLESS OTHERWISE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1. PLUMBING FIXTURES: COORDINATE WITH ARCHITECTURAL AND PW PUMPED WASTE ARCHITECTURAL BACKGROUND _ OTHER TRADES EXACT LOCATION OF ALL PLUMBING FIXTURES. (THIN LINE) WASTE PIPE FIXTURE UNIT LOAD CALC: 2. FOR EXISTING BUILDINGS, (E) WASTE PIPING SHALL BE REMOVED OR ABANDONED IN PLACE AT - - - - - VENT (V) PER 2017 OREGON PLUMBING SPECIALTY CODE, TABLE 7-3. OWNER'S DISCRETION. (N) WASTE PIPING SHALL CONNECT TO (E) WASTE PIPING AT LOCATION NEW MECHANICAL WORK 2. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION INDICATED ON DRAWINGS. CONTRACTOR SHALL FIELD VERIFY (E) WASTE PIPING LOCATION AND PW PUMPED WASTE (SANITARY) (HEAVY LINE) PROVIDE ADJUSTMENTS AS REQUIRED. OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE FIXTURE QTY DFU EA) TOTAL EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT THE PD PUMPED DRAIN (STORM) EXISTING WORK OR EQUIPMENT WATER CLOSET (FLUSH TANK) 2 4.0 8.0 WASTE MAX DFU MAX DFU SITE PRIOR AND DURING THE CONSTRUCTION. (THIN LINE) LAVATORY 2 1.0 2.0 RL RAIN LEADER MOP BASIN 1 3.0 3.0 PIPE SIZE: VERTICAL: HORIZONTAL: 4. APPROVALS: MECHANICAL AND PLUMBING EQUIPMENT SHALL BE ORL OVERFLOW RAIN LEADER - - MATCHLINE OR PROPERTY LINE KITCHEN SINK 1 2.0 2.0 1-1/2" 2 �-1 APPROVED FOR INSTALLATION IN THE PROJECT LOCATION AND DRINKING FOUNTAIN 2 0.5 1.0 2" 16 8 SHALL HAVE ALL CERTIFICATIONS AND RATINGS TO MEET ALL CD CONDENSATE DRAIN SECTION IDENTIFICATION FLOOR DRAIN 3 2.0 6.0 3" 48 35 ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND (DETAIL SIMILAR tn 4" 256 216 (172 @ 1/8" SLOPE) REGULATIONS. - COLD WATER (CW) ) TOTAL: 22.0 DFU „ 6 1380 720 (576 @ 1/8" SLOPE) INDICATES DIRECTION OF CUTTING HOT WATER, POTABLE, 120'F 8" 3600 2640 (2112 @ 1/8" SLOPE) PLANE LINING NOTES WATER SUPPLY FIXTURE UNIT LOAD CALC: INSULATION - - - - 140 - HOT WATER, POTABLE, TEMPERATURE PER 2017 OREGON PLUMBING SPECIALTY CODE, TABLE A-2. / OTHER THAN 1207 LETTER INDICATES SECTION FIXTURET(TYY WSFU EA) TOTAL 1. ENERGY CODE: AS A MINIMUM, COMPLY WITH THICKNESSES AND A (NO. INDICATES DETAIL) WATER CLOSET (FLUSH TANK) 2 2.5 5.0 TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ. THE PIPING - - - HOT WATER CIRCULATING (HWC), LAVATORY 2 1.0 2.0 VENT PIPING NOTES FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING POTABLE, 120-F M-3 M-3 SHEET NUMBER WHERE SECTION IS MOP BASIN 1 3.0 3.0 SYSTEMS SHALL BE INSULATED IN ACCORDANCE WITH TABLE 0 KITCHEN SINK 1 1.5 1.5 123-A. - 140 - HOT WATER CIRCULATING, POTABLE, DRAWN a DRINKING FOUNTAIN 2 0.5 1.0 1. VENT PIPING SIZING IS PER 2017 OPSC, TABLE 7-5. THE MAXIMUM LENGTH OF HORIZONTAL VENT TEMPERATURE OTHER THAN 1207 SHEET NUMBER WHERE SECTION IS COFFEE MAKER 1 0.5 0.5 PIPING SHALL BE 1/3 OF THE VALUE LISTED BELOW. WHEN THE PIPE SIZE OF THE HORIZONTAL TAKEN WATER PURIFIER 1 0.5 0.5 VENT PIPING IS INCREASED 1 PIPE SIZE, THE LIMITATION DOES NOT APPLY. 2. ADA INSULATION: AT PLUMBING PIPING EXPOSED UNDER FOS FUEL OIL SUPPLY w HOSE BIBB 1 2.5 2.5 LAVATORIES, INSULATE THE EXPOSED PIPING AND TRAPS WITH a VENT PRODUCT SPECIFICALLY DESIGNED FOR THIS APPLICATION MEETING - - FOR - - FUEL OIL RETURN TOTAL: 16.0 WSFU PIPE SIZE: MAX DFU: MAX LENGTH: ADA REQUIREMENTS. PROVIDE HANDI-LAV GUARD OR EQUIVALENT. ABBREVIATIONS DECEIVED 1-1/2" 8 60 FT - - FOV - - FUEL OIL VENT 2" 24 120 FT 84 212 FT MAINTENANCE. - - -RV- - - RELIEF VENT AFF ABOVE FINISHED FLOOR APR F T 3" AHJ AUTHORITY HAVING JURISDICTION wi CITY OF 4„ 256 300 FT BTUH CBRITISH OMMON THERMAL UNIT PER HOUR V ,QLDING DIVISION 6" 1380 510 FT 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT G NATURAL GAS 8" 3600 750 FT PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL CAP CAPACITY Robison ErgkimikorkS, Ino. Proloot Naas: Chase Tigard & Greenway VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR I IRRIGATION Cl CAST IRON 10401 4olb Av*mw W, Suit* 002 Proloot Numb*: 424-1360 CLG CEILING, COOLING Lynwood, WA 05060 Edksd By. GSH 2. REDUCERS: PROVIDE AS REQUIRED FROM LINE PIPE SIZE TO ] PIPE CAP CO CLEANOUT Edk Dab: 3/4/20 PIPE BRACE SCHEDULE EQUIPMENT, TRAP, COIL, AND CONTROL VALVE CONNECTION COMB COMBUSTION CONTROL SIZING IS PER 1017 OPEC APPENDIX A, CHARTS A-E, A-0 l A-4. PIPE PLUG CONT CONTINUE, � � � � 3. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. CONTR CONTRACTOR WATER SUPPLY PIPE SIZING CALCULATION FORM PIPE (SCH. 40) MAX. LENGTH OF BRACE II UNION COTG CLEANOUT TO GRADE AVAILABLE PRESSURE IS < 80 PSI PRIOR TO WATER METER & BACAFLOW 1/2-INCH 4 Fr. 0 IN. 4. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR it D DIAMETER 0 mj UTILITY SUPPLY WATER PRESSURE: 65 PSI STATIC PRESSURE 3/4-INCH 5 Fr. 0 IN. FLANGE DI DUCTILE IRON LU C4 5. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT OBTAIN FROM CML OR LOCAL UTILTIY COMPANY. 1-INCH 6 Fr. 0IN. DIM DIMENSION I.L N 11/4-INCH to Fr. o IN. CONDENSATE PAN. CONDENSATE DRAINS SHALL BE DISCHARGED WYE STRAINER DN DOWN WATER METER LOSS: 3 PSI 1 1/2-INCH 10 Fr. 6IN. TO AN INDIRECT WASTE OR OUTSIDE. EFF EFFICIENCY N Q � N OW* TYPICALLY 3-8 PSI. BACKFLOW PREVENTER LOSS: 13 PSI 2-INCH 11 Fr. IN. 2-1/2-INCH 6 11 Fr. IN. WYE STRAINER WITH CAPPED HOSE ELEC ELECTRIC J � TYPICALLY 6-13 PSI. 3-INCH 12Fr. 6IN. END BLOWDOWN VALVE EQUIV EQUIVALENT M O O WATER SOFTENER LOSS: 0 PSI COPPER PIPE MAX. LENGTH OF BRACE PLUMBING NOTES ^^ EELECTRIC WATER COOLER -/ GATE VALVE OR BALL VALVE EXXTT EXTERIOR, EXTERNAL � � = Q TYPICALLY 5-20 PS/, IF NO SOFTENER ENTER 'o'. 1/2-INCH s Fr. o IN. 1. CONNECTIONS: PROVIDE PLUMBING FIXTURE CONNECTIONS TO FCO FLOOR CLEANOUT U STATIC LIFT: 20 FEET = 8.66 PSI 3/4-INCH 6 Fr. o IN. BUILDING WASTE, VENT, COLD WATER, AND HOT WATER SYSTEM r, BALL VALVE FLDR FLOOR FLOOR DRAIN CO) Im REQUIRED MINIMUM PRESSURE AT 1-INCH 6 Fr. o IN. IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S Q FURTHEST PLUMBING FIXTURE: 10 PSI 11/4-INCH 7 Fr. 0IN. RECOMMENDATIONS, AND LOCAL CODES. CONNECT TO EACH rrl FPM FEET PER MINUTE ,n 1 1/2-INCH 8 Fr. 0IN. GLOBE VALVE FPS FEET PER SECOND V FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, PRESSURE AVAILABLE TO 2-INCH 9 Fr. 0IN. FS FLOOR SINK Z h OFFSET FRICTION LOSSES: 15.5 PSI 2-1/2-INCH 10 Fr. 0IN. VACUUM BREAKERS, REGULATORS, ETC. AS REQUIRED AND AS CHECK VALVE G GAS O O ~ 3-INCH 10 Fr. 0IN. RECOMMENDED BY THE MANUFACTURERS. ter• z O PIPING SYSTEM LENGTH FROM rw GAL GALLONS CAST IRON PIPE �� BALANCING OR PLUG VALVE GPM GALLONS PER MINUTE W � SERVICE TO FURTHEST FIXTURE: 115 FEET 2. HOT AND COLD: WATER PIPING CONNECTION TO EACH FIXTURE HB HOSE BIBS Q N FITTING ALLOWANCE: 58 FEET SHALL L COLD WATER ON THE RIGHT HAND SIDE AND HOT WATER BUTTERFLY VALVE HD HEAD Z r MAXIMUM SPACING SHOULD BE 5 FT,WITH AT LEAST ONE HANGER ON THE LEFT HAND SIDE. MAXIMUM FRICTION LOSS FACTOR: 9.0 PSI/100 FT FOR EACH PIPE SECTION. HANGERS SHOULD BE ADJACENT TO JOINTS, HEDV HOSE END DRAIN VALVE CHANGES IN DIRECTION AND BRANCH CONNECTIONS. HORIZ HORIZONTAL 3. VENT STACKS: COORDINATE VENT STACK WITH HVAC EQUIPMENT �^ PRESSURE REDUCING VALVE PRV Cc SELECTED FRICTION LOSS FACTOR: 9.0 PSI/100 FT �/'� ( ) HP HORSEPOWER MAX CW VELOCITY 8 FPS. MAX HW VELOCITY 5 FPS. NOTE: SLOPE ALL 4"SOIL PIPE ATI/8" PER FOOT TO MAINTAIN MINIMUM 10 CLEARANCE FROM OUTSIDE AIR INTAKES. HX HEAT EXCHANGER SUPPLY PIPE SIZING SCHEDULE Copper Type: Type L ^�^ AUTOMATIC CONTROL VALVE, 2-WAY ID INDIRECT DRAIN, INSIDE DIAMETER 4. CLEANOUTS: EACH HORIZONTAL DRAINAGE PIPE SHALL BE �/'� IE INVERT ELEVATION FLUSH TANK CW HOT WATER FLUSH VALVE CW PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND IN INCH PIPE SIZE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE FLOW, VEL. FIXTURE EACH RUN OF PIPING WHICH IS MORE THAN 100 FEET IN AUTOMATIC CONTROL VALVE, 3-WAY KW KILOWATT GPM FPS UNITS GPM FPS UNITS GPM FPS UNITS TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A L LONG, LENGTH 1/2" 3.0 4.6 3.5 3.0 4.6 3.5 --- --- --- CLEANOUT FOR EACH 100 FEET, OR FRACTION THEREOF, LB 3/4- 6.5 . 20 7.0 4.9 --- --- --- 7 1a.s 7.33 z7.o tz.z S.o 16.6.0 - --- --- IN LENGTH OF SUCH PIPING, EXCEPT AS NOTED BELOW: SID RELIEF VALVE MBH POUND BTU PER HOUR ARCHITECT/ENGINEER OF RECORD 1" -- MECH MECHANICAL 1-1/4" 30.0 8.0 50.0 26.0 5.0 43.0 30.0 8.0 13.0 A) CLEANOUTS MAY BE OMIITED ON A HORIZONTAL DRAIN MCA MINIMUM CIRCUIT AMPACITY t-1" 43.0 8.0 100.0 45.0 5.o 12. oz.s 8.0 30.0 LINES LESS THAN 5 FEET IN LENGTH UNLESS SUCH LINE �I� BALANCING MEASURING VALVE MOCP MAXIMUM OVER CURRENT PROTECTION 2" 7s.o a.o z3o.o as.o s.o t1z.o 74.0 e.o 1zs.o IS SERVING SINKS OR UNINALS - / MTD MOUNTED FLEXIBLE CONNECTION IN PIPING PD PUMPED DRAIN PM B) EXCEPTING THE BUILDING DRAIN AND ITS HORIZONTAL POC POINT OF CONNECTION DESIGN BRANCHES, A CLEANOUT SHALL NOT BE REQUIRED ON ANY A PIPE ANCHOR PRV PRESSURE REDUCING VALVE PIPE OR PIPING WHICH IS ABOVE THE FLOOR LEVEL OF PSIG POUNDS PER SQUARE INCH GAUGE THE LOWEST FLOOR OF THE BUILDING. = PIPE ALIGNMENT GUIDE PW PUMPED WASTE Architectural RD ROOF DRAIN Solutions Group SCHEDULES AN ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A i PIPE SUPPORT REF REFERENCE DRAINAGE LINE FOR EACH AGGREGATE CHANGE OF DIRECTION IPS RPBP REDUCED PRESSURE BACKFLOW 19120 SE 34TH STREET, SUITE 115 EXCEEDING 135 DEGREES. A TWO-WAY CLEANOUT SHALL BE D=c VALVE STATION OR ASSEMBLY PREVENTER PROVIDED AT THE CONNECTION FROM THE BUILDING DRAIN SR SUDS RELIEF VANCOUVER, WA 98683 TO THE SEWER LINE. NOTE: NOT ALL CLEANOUTS ARE SHOWN SS STAINLESS STEEL, SANITARY SEWER These dra,„nand,„ep�aa�ore the canfidenfialand anprieta,,penalty PLUMBING FIXTURE SCHEDULE ON THE PLANS. INDIRECT DRAIN, PIPE TO DRAIN SQ SQUARE of JPMa,ganCtwreandshatlnet b Wie ormproducedwithoWV,n„en ID outhorbufal The contract documents were prepared for use an this saac& TYPTYPICAL site in conjunction with its issue dote and are not witabte for use on a diffe eat site or at a later frne. Use of these droeinps for refnce a ereexample on UG UNDER GROUND another Pmjed reauirer the ,ea,iae property fcenmd archite ts and COLD HOT 5. SHUT-OFFS: PROVIDE SHUT-OFF VALVES/STOPS AT HOT AND p FLOOR DRAIN angineen. Reproduction of the contract documents for reuse an another MARK ITEM WATER WATER WASTE VENT COLD WATER SUPPLY TO EACH FIXTURE. LON UNLESS OTHERWISE NOTED project is not authomed. V VENT WATER CLOSET:ADA KOHLER # K-3519/3519-RA HIGHLINE COMFORT HEIGHT PRESSURE LITE, FLOOR MOUNTED ELONGATED BOWL,VITREOUS CHINA,TWO PIECE TOILET HOSE BIBB VTR VENT THRU ROOF PF-WC WHITE/CHROME 12" ROUGH, (FULL FLUSH 1.1 GPF) TRIP LEVER SHALL BE INSTALLED ON WIDE SIDE OF TOILET ROOM SEAT:KOHLER K-4650.COMMERCIAL SOLID ELONGATED 1/7' 4" 7' 6. WATER HAMMER ARRESTERS: SIZE Q ACCORDANCE WITH PLUMBING W WASTE, WATT, WIDE SEAL PLASTIC OPEN FRONT LESS COVER SUPPLY: KOHLER K-7639 CHROME PLATED FLEXIBLE SUPPLY WITH LOOSE KEY STOP. AND DRAINAGE INSTITUTE (PDI) REQUIREMENTS. WATER HAMMER r WCO WALL CLEANOUT ED ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES, SUCH AS � �- BREAK IN PIPING OR DUCTWORK R PROFE.S LAVATORY: AMERICAN STANDARD LUCERNE #0356.115/137 WHITE WALL MOUNTED 20-1/2"X 18-1/4"VITREOUS CHINA,SINGLE HOLE,FRONT OVERFLOW,FOR CONCEALED LAUNDRY WASHERS AND FLUSH VALVES (REC. BLDG), ETC. WH WALL HYDRANT I Nk- 3'/,, ARMS, EXTRA HOLE FOR SOAP DISPENSER ON WALL-SIDE OF LAV FAUCET:SLOAN OPTIMA# EAF-200-P-ISM-IC4 W/0.4 GPM AREATOR AND ETF-1-1/4"GRID DRAIN AND PUMP 15,423 v PF-LAV TAILPIECE P-TRAP: 1-1/4"X 1 1/2"CHROME PLATED 17 GAUGEW/TAILPIECE AND CLEANOUT SUPPLIES:3/8"XITCHROME PLATED FLEXIBLE SUPPLIES WITH LOOSE KEY STOPS 1/7' 1/7' 7' 1-1/7' 7. TRAP PRIMERS: PROVIDE TRAP PRIMERS AND PIPING FOR FLOOR r CARRIER: FLOOR MOUNTED WALL CARRIER FOR CONCEALED ARMS LAV GUARD:TRUEBRO WHITE LAV GUARD 2 EZ-SERIES TO COVER TAILPIECE,P-TRAP,SUPPLIES AND VALVES DRAINS AND FLOOR SINKS. ARRANGE PIPING TO ACHIEVE EQUAL Q INSTALL A SLOAN THERMOSTATIC TEMPERING VALVE #MIX-75-A BELOW LAVATORY SET AT MAXIMUM 1050 PLUG IN TRANSFORMER COLOR/FINISH WHITE.STRAINER 2411.015 PRESSURE GAUGE N FLOW TO EACH DRAIN AND FLOOR SINK FOR TRAP PRIMERS o LOUNGESINK: COUNTERTOP, ELKAYLRAD191955-MR2SINGLE COMPARTMENT I9-1/2"X19"X5-1/2" DEEP 18 GAUGE STAINLESS STEEL FAUCET: ELKAYLK3000CR WITH I.8GPM SERVING MULTIPLE DRAINS AND FLOOR SINKS. 4 e PF-SINK WASTE: E KAY At LK 53PPLIES:3/8"SERIES;RAPX111/CHROME 11/ CHROME PLPLATED IBLE SUPPLIES WITH ATED 17 GAUGE W/TAILEL HANDLE STOPS GRID PIECE AND CLEANOUT INSTALLIASLOAN THERMOSTATI:ELKAY # LK 35 SERIES C TEMPERING VALVH CONICAL INER BASKETE#MIX-751/7' 1/7' 7' 1-1/7' I THERMOMETER RK LI S CITY OF TIGARD FROBISON+I4/13/20 BELOW LAVATORY SET AT MAXIMUM 1050 INSULATE WASTE AND WATER SUPPLIES BELOW SINK WITH TRUEBRO PIPE INSULATION OR EQUAL. I P/T PRESSURE/TEMPERATURE SERVICE WATER HEATING SYSTEMS I MOP SINK: FLOOR MOUNTED, HIGH IMPACT RESISTANT FIBERGLASS SERVICE SINK MUSTEE MODEL# 63M WHITE FINISH DRAIN: ELKAY LK43 FAUCET:MUSTEE 63.600A SERVICE TEST PORT PF-MOP SINK FAUCET WITH VACUUM BREAKER ACCESSORIES: MUSTEE MODEL# 65.700 HOSE AND HOSE HOLDER, MUSTEE MODEL# 65.600 MOP HANGER,MOP SINK SPLASHES AT 3/4" 3/4" 3" 7' 1. THE FOLLOWING SERVICE WATER HEATING SYSTEMS AND Approved............................... EACH WALL CONTACTING MOPSINK (REFERTOARCHITECTURALROOMELEVATIONSJ EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS REDUCED PRESSURE BACKFLOW Conditionally Approved..............[ ENGINEERING, INC DRINKING FOUNTAIN: RECESSED MODEL ELKAY #EZSTL8WSSK TWO-LEVEL WALL MOUNTED ALL STAINLESS STEEL WITH STAINLESS STEEL TOP,WITH FRONT PUSH PADS,FLEXIBLE CERTIFIED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL RPBP PREVENTER See Letter to: Follow...........•••••••t LL::f 19401 40TH AVE W SUITE 302,LYNNWOOD,WA98036 206-3643343 FAX:4258350098 PF-DF ANTI-MICROBIAL SAFETY BUBBLER B, BOTTLE FILLER SUPPLIES:3/8"X 12"CHROME PLATED FLEXIBLE SUPPLIES WITH LOOSE KEY STOP CARRIER:FLOOR MOUNTED WALL CARRIER 1/7' T 1-1/7' APPLICABLE EFFICIENCY REQUIREMENTS LISTED IN THE APPLIANCE Attached................( ] CONTACT:GR NTHANSEN FOR CONCEALED ARMS EFFICIENCY REGULATIONS OR APPENDIX B, TABLE B-9. DCVA DOUBLE CHECK VALVE ASSEMBLY Permit Number. PL M ,1030-nOi1)q ISSUE DATE DESCRIPTION PF-WHB WALL HOSE BIBB: BRASS FACE WITH INTERGRAL VACUUM BREAKER-BACKFLOW PREVENTER,3/4"CONNECTION-WOODFORD MODEL#B65 PB,MOUNT @ 18"ABOVE GRADE 3/4' Address: 1a106 S.W. Sclhalls Ferry Rd• 2. LAVATORIES IN RESTROOMS OF PUBLIC FACILITIES SHALL BE *** ISOMETRIC FIXTURE CALLOUT By: ©d Date: S-7-DoaO PF-RHB ROOF HOSE BIBB:WOODFORD MODEL RHY1-MS COMPLETE, COMMERCIAL ROOF HYDRANT WITH VACUUM BREAKER BACKFLOW PREVENTER, 1"CONNECTION 1" - EQUIPPED WITH EITHER: PF-FD FLOOR DRAIN:S" INCH SQUARE NICKEL BRONZE TOP. ZURN Z415S W/"TYPES"STRAINER. 1/7 SEE a) OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A DRAWINGS MAXIMUM OF 0.5 GALLONS PER MINUTE. PF-WCO WALL CLEAN-OUT:ROUND WITH SMOOTH STAINLESS STEEL COVER, CENTER SCREW,AND RECESSED BRONZETHREADED TAPPED PLUG,ZURN#Z1446 - - 4!' - b) PROXIMITY SENSOR ACTUATED CONTROL VALVES, AND PIPE MATERIALS OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO PF-FCO FLOOR CLEAN-OUT:SQUARE ADJUSTABLE SCORIATED NICKEL BRONZE TOP WITH TAPER THREAD.ZURN#ZN1400 ADJUSTABLE _ SEE _ MAXIMUM OF 0.75 GALLONS PER MINUTE. DRAWINGS c) SELF-CLOSING VALVES, AND OUTLET DEVICES THAT LIMIT PF-WH DOMESTIC WATER HEATER:A.0. SMITH #DEL-10 ENERGY SAVER, 18" DIA x 18" H, 10 GALLON LINED TANK, ONE 3000 WATT ELEMENT 208/1/60.WALL-MT.BRACKET/DRIP PAN 3/a" - - - THE FLOW OF HOT WATER TO A MAXIMUM OF 2.5 GALLONS WATER PIPING (ABOVE GRADE) - COPPER TUBING, TYPE L HARD HOLDRITE 40 SWHP-W. MAINTAIN 81"MIN. HEADROOM CLEARANCE TO FLOOR BELOW. WEIGHT OF UNIT=52 LBS, MAX OPERATING WEIGHT 135 LBS CYCLE DRAWN CONFORMING TO ASTM B88, WITH PER MINUTE, AND 0.50 GALLONS /CYCLE BRAZED OR SOLDER JOINT COPPER, PF-WHA WATER HAMMER ARRESTORS: SIOUX CHIEF#660 SERIES PISTON TYPE TYPE L COPPER TUBE - (NON-RECIRCULATING SYSTEM). BRASS OR BRONZE FITTINGS 4-13-20 PERMIT SUBMISSION d) LAVATORIES IN PUBLIC RESTROOMS SHALL BE EQUIPPED CONFORMING TO ANSI 816.18 OR ANSI 4-3-20 90%SET WITH CONTROLS TO LIMIT THE OUTLET TEMPERATURE TO 110'. B16.22 OR BRASS PIPE, STANDARD 3-20-20 PLANNING WEIGHT IPS, 85 PERCENT COPPER PROJECT INFORMATION BLOCK CONTENT CONFORMING TO ASTM B43 Job# JPM19010.0 WITH STANDARD WEIGHT THREADED CAST DATE: 1/20/2020 BRASS FITTING CONFORMING TO ANSI , 816.15. DRAWN BY: GH ' FIELD VERIFY ALL CONDITIONS OFFICE COPY CHECKED BY: PR SANITARY, VENT & STORM (BELOW GRADE) - ABS PIPE & FITTINGS: MODEL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SCH.40, SOLVENT WELDED ASTM D-2241 ' BID AND VERIFY ALL WORKING CONDITIONS, AND ASTM D-1785. DRAWING STANDARDS v20.1 CLEARANCES, AND REQUIREMENTS FOR DRAWING INDEX PROVIDING A COMPLETE AND FUNCTIONAL SHEET TITLE SYSTEM. NO CHANGES IN THE CONTRACT OR SANITARY, VENT & STORM (ABOVE GRADE) - ABS OR PVC PIPE & CONTRACT SUM WILL BE MADE DUE TO THE FITTINGS: SCH.40, SOLVENT WELDED PO.0 LEGEND, NOTES, SCHEDULES & DRAWING INDEX FAILURE TO THOROUGHLY EXAMINE THE SITE LEGEND, NOTES, AND CONDITIONS. ASTM D-2241 AND ASTM D-1785. P0.1 PLUMBING DETAILS SCHEDULES & CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDENSATE PIPING (WHERE REQUIRED) - ASTM 6306, COPPER JOINING SAWCUTTINGREQUIREDFORTHISJOB. P2.1 PLUMBING SUPPLY FLOOR PLAN DRAWING INDEX COORDINATE BACKFILLING AND CONCRETE - SOLDER GRADE 50B INSULATION - 1/2" PATCHING RESPONSIBILITIES WITH THE GENERAL THICK ARMAFLEX THREADED ON PIPE P2.2 PLUMBING WASTE & VENT FLOOR PLAN CONTRACTOR. SHEET NUMBER GAS PIPING (WHERE REQUIRED) - BLACK STEEL SCHEDULE 40 P2.3 PLUMBING ROOF PLAN P060 COPYRIGHT 2020, ROB601! EN01NEEN11110, NG away F:\_PmRO+MOMACKENV01AsB BuCS\424-13e0 CHASE neuro a GWDM*Y- TWM. OR\PWG\PB-B- NOTES a SDMXES.DWD 04-13-2020 x18 31N'COLD WATER m 9 SUPPLY TO TANK AMTROL ST-5,2 GAL EXPANSION TANK ) INSTALL IN VERTICAL POSITION VACUUM BREAKER 3/4" HOT WATER WATTS MODEL N36 I SUPPLY TO FIXTURES (2) -2"x 18 GAUGE SEISMIC BALL VALVE STEEL STRAPS (ONE STRAP _ LOCATED AT UPPER 1/3 AND PROVIDE DIELECTRIC UNION AT ANOTHER AT BOTTOM 1/3 OF HOT AND COLD WATER THE TANK HEIGHT INTERIOR SIDE OF HEAT TRAP NIPPLES ) WALL Ul 3/8"0 x 3"LAG SCREW GYPSUM WALL PRESSURE/TEMPERATURE ANCHORED TO WALL RELIEF VALVE STUD (TYP.4) METAL STUDS MIN. 5/8" THICKNESS OF FILL WOOD BLOCK BEHIND FLASHING CLAMP FLOOR DRAIN WITH MATERIAL APPLIED WITHIN WATER HEATER FLOOR DEVICE FLASHING CLAMP ANNULUS FLUSH BOTH SURFACES ELECTRIC WATER HEATER TO BE OF WALL POSITIONED IN CENTER OF STAND c ❑ 1 1/2"GALVANIZED ANGLE GALVANIZED STEEL DRAIN PAN. STEEL FRAME WITH 16 GAUGE SIZE TO PROVIDE 2"MINIMUM GALV. STEEL BOTTOM.SIZE TO CLEARANCE ON ALL SIDES OF FIT DRAfN PAN. NON-SHRINK GROUT Q WATER HEATER. w 0 LU DISCHARGE PRESS/TEMP AND 3/4"H AND CW a PIPE CENTERED DRAIN PAN PIPING INDIRECTLY CONCEALED IL INTO MOP SINK SUPPLIES TO a IN SLEEVE MOP SINK MOP RACK P TRAP (SVCI NO-HUB) NOTES: VACUUM BREAKER 1. UL SYSTEM NO. W-L-1054, F RATING 1 OR 2 HR MOP SINK FAUCET V� < 1" DRAIN FROM DRAIN PAN W OPEN END ABOVE MOP SINK NOTE:SEE WATER HEATER Q PLATFORM DETAIL ON SHEET MOP SINK FOR STRUCTURAL INF W INFORMATION. COORDINATE PLATFORM W/STRUCTURAL PLANS. O Q � W N FLOOR U N SCALE SCALE SCALE SCALE SCALE 1 OR 2 HR PIPE SLEEVE WALL DETAIL NTS 1151NOT USED NTS 14 NOT USED NTS 13 ELECTRIC WATER HEATER ON STAND NTS 12 FLOOR DRAIN NTS cc 11 Q M Z Q = O *tW � Va 1L > Z Q y Z O W a Z N Q � MINIMUM 3/4" INSULATED Co COPPER CONDENSATE PIPING OPEN VENT CLEANOUT (TYP.) FINISHED WALL SURFACE 7' 01 MIN DRAIN PAN ARCHITECT/ENGINEER OF RECORD Y CHROME COVER PLATE WITH SECURING SCREW SLOPE CLEANOUT TEE TOWARDS X DRAIN Ir4w TO D DESIGN RAIN Architectural Solutions Group 19120 SE 34TH STREET, SUITE 115 VANCOUVER, WA 98683 These dic Mogr and specifimtios are the confidential and prooietm properly of lP Morgan Chase and rt 1 not be copied or rearoduced wthoul written outhoimtion, The contract documents were prepared for use en this specfic site in conjunction with its is.dale and are not suitable fn use on a different site or at a later fine. Us e of kicse drawingy far.1.or mn example o another paject requires the services of propeAy I'icenuml architects and engineers. Reproduction of the contract document for reuse on onother project is not authv¢ed. SEAL SCALE SCALE SCALE 8 NOT USED SCALE SCALE CEO PRO NFF/,S`r�oy NOT USED NTS 1 O WALL CLEANOUT NTS 9 NOT USED NTS NTS 7 CONDENSATE TRAP DRAIN NTS 4Q15.423 r N �qRK R Roe�S 4/13/20 R3ROBISON ENGINEERING, INC 19401 40TH AVE W SUITE 302,LYNNWOOD,WA 98036 RULE 1: BRANCH LINES OF 20 FEET OR LESS. TEL:206-364.3343 FAx:425-835-0098 THE HAMMER ARRESTOR SHOULD BE PLACED AT THE END OF THE BRANCH LINE BETWEEN THE LAST CONTACT':GRANT HANSEN TWO FIXTURES. COLUMN OR WALL ISSUE DATE DESCRIPTION LAVATORY COLD WATER SUPPLY DRAIN PIPING RULE 2: BRANCH LINES OVER 20 FEET. OR SINK (SIZE PER DWG's) SCH. 40 PVC DWV AN ADDITIONAL HAMMER ARRESTOR (Y) SHOULD BE PLACED AS SHOWN (BELOW).THE ADDITIONAL SENSOR FAUCET HOT WATER SUPPLY UNIT PLACED AT THE MIDPOINT OF THE RUN LONGER THAN 20 FEET.THE SUM OF THE FIXTURE UNIT RATINGS OF (X) AND (Y) COMBINED, SHOULD BE EQUAL TO OR GREATER THAN THE DEMAND OF ALL WALL CLEANOUT BRANCHES. INSTALL IN A ACCESSIBLE AREA WALL MOUNTED LAVATORY (SIZE PER DWG's) CONCEALED WITH CONCEALED ARM ARM CARRIER CARRIER FLOOR CARRIER J � FINISHED FLOOR - NOTES: HAMMER = 1. SIZE HANGER AND CLAMP TO 1-1/4"CHROME B-LINE FIG. B3060 MIXING VALVE DRAIN PIPE+P-TRAP ARRESTOR ADEQUATELY SUPPORT LOAD (REFER TO LONG SWEEP 4-13-20 PERMIT SUBMISSION MAIN LINE RULE 1 P. 131 B-LINE HANGER CATALOG). SET AN #MIX G.F. (2) 3/8"X 12" FLEXIBLE CHROME (SIZE PER DWG's) SET AT 105 DEG.F. PLATED LAVATORY SUPPLIES N 4-3-20 90%SET BRANCH LINE = 2. FOR NEPA ROD SIZES USE B3170NF OR B-LINE FIG.83170 SUBSTITUTEB3174. IN-LINE CHECK IN-LINE CHECK 3-20-20 PLANNING P•46 COLD WATER SUPPLY PROJECT INFORMATION BLOCK UNDER 20 FEETlot 3. FOR COPPER TUBING USE COPPER HOT WATER SUPPLY o JOB# JPM19010.0 PLATED OR PAINTED B3170CT,FELT LINED m B3170F, OR PLASTIC COATED HANGERS. (IZ -PER ELBOW HAMMER HAMMER CHROME PLATED LOOSE KEY LAVATORY SIZE PER DWG's DATE: 1/20/2020 STOPS ROUGH-IN AT NORMAL HEIGHT FOOTINGTl DRAWN BY: GH ARRESTOR ARRESTOR CHECKED BY: PR RULE 2 Y X CHROME PLATED ESCUTCHEON 3'-0" (MIN.) EXISTING FLOOR FLOOR DRAIN lit MAIN LINE MODEL BRANCH LINE DRAWING STANDARDS v20.1 OVER 20 FEETlit TRAP SEAL SHEET TITLE PLUMBING DETAILS SHEET NUMBER WATER HAMMER ARRESTOR SCALE 5 PIPE HANGING INSTALLATION SCALE 4 FIXTURE MIXING VALVE SCALE 3 TRAP PRIMER TAILPIECE SCALE 2 DRAINAGE PIPING SCALENTS NTS NTS NTS NTS LE NTS P0 . 1 WPYAKNT 2011, R06150N ENGNEQtK INC. GwwSEN E:\.Ia1E\_aASE BAM(SV30436 PK t 30 LONG BEAaf, CA\OWG\P0_1.DNG 10-06-201111:13 KEYED NOTES: 1. CONNECT DOMESTIC COLD WATER MAIN TO EXISTING DOMESTIC COLD WATER LINE.FIELD VERIFY EXACT SIZE & LOCATION. _ 2. EXISTING COLD WATER SUPPLY. FIELD VERIFY EXACT SIZE&LOCATION. 3. PROVIDE SHELF MOUNTED ELECTRIC WATER HEATER. ROUTE T&P VALVE TO MOP SINK.SEE ARCHITECTURAL DRAWINGS FOR SHELF DETAIL. 4. 1/4"ANGLE STOPS FOR COFFEE MAKER & WATER PURIFIER OFF OF PF-SINK COLD WATER SUPPLY UNDER CABINET. 5. PROVIDE SHUTOFF VALVE IN CEILING AT LOCATION OF COLD WATER INTO THE BUILDING.FIELD VERIFY EXACT SIZE & LOCATION. OMIT IF EXISTING SHUTOFF VALVE IS PRESENT AND IN AN ACCESSIBLE LOCATION. tn PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT,AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL APPARATUS,APPLIANCES,MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. VERIFY THE EXACT LOCATION OF EXISTING SANITARY SEWERS AND WATER MAINS FROM THE ACTUAL JOB SITE PRIOR TO SUBMITTING BID. SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS d INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE O LL FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. ❑ LU 3. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS,AS MAY BE Of NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS a w 4. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS,THIS Of OIL /� CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS.COORDINATE COLOR AND STYLE WITH C B A ENGINEER/ARCHITECT. 5. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 6. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. 7. NO VENT THROUGH ROOF SHALL TERMINATE CLOSER THAN 10 FT.TO ANY OUTSIDE AIR INTAKE OR VENTILATION LOUVERS, DOORS, WINDOWS AND OTHER BUILDING OPENINGS. �\ 8. SANITARY SEWER AND MAIN WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 36"BELOW EXTERIOR GRADE. _ 9. PIPING IN CONCRETE BLOCK WALLS SHALL BE INSTALLED AS BLOCK IS BEING LAID. DO NOT CUT to BLOCK WALL. to 10. PROVIDE ALL SINKS AND LAVATORIES WITH TRAP FITTINGS FOR CLEANOUT. 11. CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE M ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE ON OWNER O W N 12. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(I) Ll YEAR FROM DATE OF FINAL ACCEPTANCE.ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED Q N WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 00 am 13. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT,THE CONTRACTOR SHALL REMOVE ALL M O O 1 TOOLS, APPLIANCES,SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE �-/ Q T REMOVED SHALL BE TURNED OVER TO THE OWNER. i 14. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS W U Q 15. THE CONTRACTOR SHALL PROVIDE ALL CHROME EXPOSED TRAP PRIMER CONNECTIONS BELOW LAVATORIES no Uj Q 16. PLUMBING CONTRACTOR SHALL PROVIDE NAMEPLATE INFO TO THE FACILITY MANAGER FOR WATER I I� HEATER, AND RPZ. > y v 17. THE PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING SYSTEMS SHALL BEO c � INSULATED IN ACCORDANCE WITH TABLE 123-A. ALL LAV PIPING SHALL BE INSULATED (ADA z O W REQUIREMENT). 18. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE CONTROLS THAT LIMIT THE WATER SUPPLY Uj =Ir TEMPERATURE TO HOOF. LAVATORY FAUCETS SHALL BE THE SELF CLOSING TYPE.EACH FAUCET SHALL 4x N NOT EXCEED 2.2 GPM. Z r 19. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 20. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL HOSE BIBBS. Cc 21. WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO 1X" EARTHQUAKE MOTION. 22. GENERAL CONTRACTORS ARE REQUIRED TO CLEAN SEWER PIPE,AND CAMERA SCOPE,TO RECORD 4 O THE SEWER LINE IS FREE AND CLEAR OF ANY OBSTRUCTIONS PRIOR TO START OF CONSTRUCTION& A#* PRIOR TO TURNOVER, IF ISSUE ARISE COMMUNICATE TO PM.SEE DETAIL 1/P0.1 FOR MORE A INFORMATION. 1/4 INCH PER FOOT FALL MINIMUM. p " 23. PIPE MATERIALS SHOWN ON SHEET P0.0. 24. INDIRECT WASTE PIPING SHALL DISCHARGE INTO THE BUILDING DRAINAGE SYSTEM THROUGH AN ARCHITECT/ENGINEER OF RECORD PF-SINK AIRGAP OR AIRBREAK. WHERE A DRAINAGE AIRGAP IS REQUIRED,THE MINIMUM VERTICAL DISTANCE AS MEASURED FROM THE LOWEST POINT OF THE INDIRECT WASTE PIPE TO THE FLOOD-LEVEL RIM OF THE RECEPTOR SHALL BE NOT LESS THAN 1 INCH. 25. NOT USED. 26. ROOF DRAINAGE PIPING IS EXISTING TO REMAIN. FAA 27. NO PIPING OR EQUIPMENT CARRYING WASTES OR PRODUCING WASTES OR OTHER DISCHARGES DESIGN, t UNDER PRESSURE SHALL BE DIRECTLY CONNECTED TO ANY PART OF THE DRAINAGE SYSTEM. J 28. PROVIDE DRAIN P-TRAPS IN THE CONDENSATE LINES AT ALL FAN COIL UNITS. Architectural 29. ROUTE FULL SIZE COPPER DRAIN PIPE FROM EACH ROOFTOP UNIT(3/4"MIN) DRAIN PAN AND Solutions Group FROM EACH FAN COIL TO MOP SINK. INSULATE WITH 3/4"ARMSTRONG"ARMAFLEX'INSULATION. I S 0 PF we 19120 SE 34TH STREET, SUITE 115 i 2 VANCOUVER, WA 98683 These drawings and specifcatans are the mnfdenfol and pmprietay properly of JP Morgan Chose and shall not be copied a reproduced without writer, iauthorization. The contract documeoh were prepared fa use on this specific site in conjunction with its issue date and am not suifable fa use on a different site or at a later time. the of these drawings for reference or example on angina project reauin the s es of properly licensed and engineers. Reproduction of the contractu docmards fa reusese on on another project Is not auttiam.tl. " PF-LAV 1 SEAL 1 ��p PROFFS T PF-DF 1, 5 F' I NFF. SAO y 15,42 Or 3 r PF-WHB PF-tii I 1 Y2" N" �sgRK R ROB\S 4/13/20 r ° 3ROBISON. ENGINEERING, INC 19401 40TH AVE W SUITE 302,LYNNWOOD,WA 98036 TEL: 2063643343 F.aX:42&835-0096 CONTACT:Gil HANSEN ° ISSUE DATE DESCRIPTION PF-WC PF-LAV " 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK JOB# JPM19010.0 DATE: 1/20/2020 DRAWN BY: GH CHECKED BY: PR MODEL DRAWING STANDARDS v20.1 SHEET TITLE PLUMBING SUPPLY FLOOR PLAN Z SHEET NUMBER PLUMBING SUPPLY FLOOR PLAN SCALE 1 P2 . 1/4"=1'-0" COPYRK,YIT 2D20, ROBISON ENGINEERING, INC. GMSEN F:\.PE IACCRACKEl BANKS\424-1380 CHASE 71GW t GRED MAY- 71GARD, OR\OMD\P2-1 - SUPPLY PLANDMG 04-13-2020 13:19 KEYED NOTES: _ 1. CONNECT WASTE TO EXISTING WASTE LINE. FIELD VERIFY EXACT LOCATION,SIZE OF PIPE, INVERT ELEVATION, AND DIRECTION OF SLOPE. _ 2. EXISTING WASTE LINE. FIELD VERIFY EXACT SIZE&LOCATION. 3. INSTALL EXTERNAL CONDENSATE PUMP WITH A MINIMUM HEAD DISTANCE OF 8(y'.COORDINATE WITIF ELECTRICAL CONTRACTOR TO PROVIDE A 120VAC PLUG NEXT TO FAN COIL UNIT FOR EXTERNAL CONDENSATE PUMP. 4. CONDENSATE LINE DOWN TO INDIRECT TERMINATION AT MOP SINK. PLUMBING GENERAL NOTES: Ln 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT,AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL APPARATUS,APPLIANCES,MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. VERIFY THE EXACT LOCATION OF EXISTING SANITARY SEWERS AND WATER MAINS FROM THE ACTUAL JOB SITE PRIOR TO SUBMITTING BID. SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 3. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS,AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS 0 4. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS,THIS w CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. COORDINATE COLOR AND STYLE WITH ENGINEER/ARCHITECT. a LU 5. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL a UC FROM THE ARCHITECT. 6. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. 7. NO VENT THROUGH ROOF SHALL TERMINATE CLOSER THAN 10 FT.TO ANY OUTSIDE AIR INTAKE OR VENTILATION LOUVERS, DOORS, WINDOWS AND OTHER BUILDING OPENINGS. 8. SANITARY SEWER AND MAIN WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 36"BELOW EXTERIOR GRADE. 9. PIPING IN CONCRETE BLOCK WALLS SHALL BE INSTALLED AS BLOCK IS BEING LAID. DO NOT CUT BLOCK WALL. W Uj 10. PROVIDE ALL SINKS AND LAVATORIES WITH TRAP FITTINGS FOR CLEANOUT. 11. CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING FIELD CONDITIONS PRIOR TO BIDDING AND � F Q REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANYLo CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ## OWNERER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE 12. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(1) L 11M M YEAR FROM DATE OF FINAL ACCEPTANCE.ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED O a Ix N WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER W N AT NO ADDITIONAL COST TO THE OWNER. IL 13. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT,THE CONTRACTOR SHALL REMOVE ALL h TOOLS,APPLIANCES,SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 14. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS z O O 1 15. THE CONTRACTOR SHALL PROVIDE ALL CHROME EXPOSED TRAP PRIMER CONNECTIONS BELOW LAVATORIES a U 0 16. PLUMBING CONTRACTOR SHALL PROVIDE NAMEPLATE INFO TO THE FACILITY MANAGER FOR WATER HEATER, AND RPZ. L � H 17. THE PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING SYSTEMS SHALL BE INSULATED IN ACCORDANCE WITH TABLE 123-A.ALL LAV PIPING SHALL BE INSULATED (ADA t, REQUIREMENT). > z Q y = 18. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE CONTROLS THAT LIMIT THE WATER SUPPLY TEMPERATURE O � WMI TEMPERATURE TO 110aF. LAVATORY FAUCETS SHALL BE THE SELF CLOSING TYPE.EACH FAUCET SHALL O CONDENSATE NOT EXCEED 2.2 GPM. FROM RTU-1 -Y4 CD ON ROOF 19. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. N CD D O - FC-1 20. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL HOSE BIBBS. -y4-CD 21. WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO 3 EARTHQUAKE MOTION. 14 22. GENERAL CONTRACTORS ARE REQUIRED TO CLEAN SEWER PIPE,AND CAMERA SCOPE,TO RECORD THE SEWER LINE IS FREE AND CLEAR OF ANY OBSTRUCTIONS PRIOR TO START OF CONSTRUCTION& PRIOR TO TURNOVER, IF ISSUE ARISE COMMUNICATE TO PM.SEE DETAIL 1/P0.1 FOR MORE INFORMATION. 1/4 INCH PER FOOT FALL MINIMUM. 23. PIPE MATERIALS SHOWN ON SHEET PO.O. ` 24. INDIRECT WASTE PIPING SHALL DISCHARGE INTO THE BUILDING DRAINAGE SYSTEM THROUGH AN I� PF-WCO AIRGAP OR AIRBREAK. WHERE A DRAINAGE AIRGAP IS REQUIRED,THE MINIMUM VERTICAL DISTANCE AS MEASURED FROM THE LOWEST POINT OF THE INDIRECT WASTE PIPE TO THE FLOOD-LEVEL RIM OF THE RECEPTOR SHALL BE NOT LESS THAN 1 INCH. ARCHITECT/ENGINEER OF RECORD PF-SINK 25. NOT USED. 1 1 h-v UP 26. ROOF DRAINAGE PIPING IS EXISTING TO REMAIN. 1 2"W DN 27. NO PIPING OR EQUIPMENT CARRYING WASTES OR PRODUCING WASTES OR OTHER DISCHARGES 1 2"V UP UNDER PRESSURE SHALL BE DIRECTLY CONNECTED TO ANY PART OF THE DRAINAGE SYSTEM. 1 3"W DN 1 WV UP 28. PROVIDE DRAIN P-TRAPS IN THE CONDENSATE LINES AT ALL FAN COIL UNITS. PM' z"w DN29. ROUTE FULL SIZE COPPER DRAIN PIPE FROM EACH ROOFTOP UNIT(3/4"MIN) DRAIN PAN AND DES I G N 1 PFFD FROM EACH FAN COIL TO MOP SINK. INSULATE WITH 3/4"ARMSTRONG"ARMAFLEX"INSULATION. J � Architectural i Solutions Group I PF-WC 19120 SE 34TH STREET, SUITE 115 ---(: 2 VANCOUVER, WA 98683 CONDENSATE Thou dl and spacificafil are the confidential and proprietor,properly FROM RTU-2 1 of JP Morgan chase and shall not be copied a reproduced Mthoul written authorizalon. The contract documents were prepared fa use on this weci ON ROOF 1 site in conjunctor w th its iss a dote and are nal suitable fa u e on a tliffe e " ite or at a lata time. uu of these drawrgs fa reference or example on -y1. I another project requires the services of properly licensed architects and 4-CD sPF-LAV engineers. Reproduction of the contend do uments fa reuse on another 1 project Is not autFor'�.H. I SEAL PROF o I - - lwv UP �FL�D IN FSS T I 2"W DN FF,P �0Z I PF-DF 15,423 y r 1 q 1 w,v UP 40 11 2"W DN N FC-2 G D CD I PF- o O �qRK R R08\S 4/13/20 Y4"CD yq"CD 2"V UP 3 3"W D N 1Y2"V UP ROBISON Li 2"W DN ENGINEERING, INC 1 19401 40TH AvE W$URE 302,LYNNWOOD,WA 98036 L - 1 "V UP TEL:206-364,3343 FAx:CONTac1':GRANT H NsEN 58350098 4'VTR 2"W DN AJ I PF-FD ISSUE DATE DESCRIPTION -- ---- - - 1h"V UP 1 PF-WC PF-LAV 2"W DN 2"V UP 4 3"W DN w 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK JOB# JPM19010.0 DATE: 1/20/2020 DRAWN BY: GH CHECKED BY: PR MODEL DRAWING STANDARDS v20.1 SHEET TITLE PLUMBING WASTE & VENT FLOOR PLAN Z SHEET NUMBER PLUMBING WASTE & VENT FLOOR PLAN SCALE J - 1/4 _1-0 I P2 .2 COPVWff M. ROD"EH(i1EQd1D,W_ MMSM F:\3EOItWLR%3tA\_CRA%DAWS\124-1380 04ASE WARD t MOMAY- WPM, OR\l- WAM At Vff PLAR.DWG 01-13-20.20 13:20 KEYED NOTES: _ 1. PROVIDE P-TRAP AND CONDENSATE DRAIN. ROUTE DOWN THRU ROOF AS SHOWN.PROVIDE INDIRECT TERMINATION AT MOP SINK. _ PLUMBING GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT,AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL APPARATUS,APPLIANCES,MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. Ln 2. VERIFY THE EXACT LOCATION OF EXISTING SANITARY SEWERS AND WATER MAINS FROM THE ACTUAL JOB SITE PRIOR TO SUBMITTING BID.SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 3. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS,AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS 4. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS,THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS.COORDINATE COLOR AND STYLE WITH ENGINEER/ARCHITECT. 5. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 6. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. LLL 7. NO VENT THROUGH ROOF SHALL TERMINATE CLOSER THAN 10 FT.TO ANY OUTSIDE AIR INTAKE OR K VENTILATION LOUVERS, DOORS, WINDOWS AND OTHER BUILDING OPENINGS. LU a 8. SANITARY SEWER AND MAIN WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 36"BELOW of a C /� EXTERIOR GRADE.B A 9. PIPING IN CONCRETE BLOCK WALLS SHALL BE INSTALLED AS BLOCK IS BEING LAID. DO NOT CUT BLOCK WALL. 10. PROVIDE ALL SINKS AND LAVATORIES WITH TRAP FITTINGS FOR CLEANOUT. 11. CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY qIT CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE OOM% ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER Uj 12. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER Q AT NO ADDITIONAL COST TO THE OWNER. to INN 13. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT,THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE L W REMOVED SHALL BE TURNED OVER TO THE OWNER. L 11= M 14. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS O Q N 15. THE CONTRACTOR SHALL PROVIDE ALL CHROME EXPOSED TRAP PRIMER CONNECTIONS BELOW O LL. N LAVATORIES 09 N 16. PLUMBING CONTRACTOR SHALL PROVIDE NAMEPLATE INFO TO THE FACILITY MANAGER FOR WATER Q y HEATER, AND RPZ. J 17. THE PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING SYSTEMS SHALL BEQ O O INSULATED IN ACCORDANCE WITH TABLE 123-A.ALL LAV PIPING SHALL BE INSULATED (ADA 1 REQUIREMENT). 18. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE CONTROLS THAT LIMIT THE WATER SUPPLY W ( , Q TEMPERATURE TO 1 100F. LAVATORY FAUCETS SHALL BE THE SELF CLOSING TYPE.EACH FAUCET SHALL V INOT EXCEED 2.2 GPM. � � 19. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. a 20. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL HOSE BIBBS. > Z Q N 21. WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO O 0 1 EARTHQUAKE MOTION. 0 RTU-1 22. GENERAL CONTRACTORS ARE REQUIRED TO CLEAN SEWER PIPE,AND CAMERA SCOPE,TO RECORD JC� 4.0 TONS THE SEWER LINE IS FREE AND CLEAR OF ANY OBSTRUCTIONS PRIOR TO START OF CONSTRUCTION& Uj NJ PRIOR TO TURNOVER, IF ISSUE ARISE COMMUNICATE TO PM.SEE DETAIL 1/P0.1 FOR MORE a N Y4-CD INFORMATION. 1/4 INCH PER FOOT FALL MINIMUM. cc z r 23. PIPE MATERIALS SHOWN ON SHEET P0.0. _ 24. INDIRECT WASTE PIPING SHALL DISCHARGE INTO THE BUILDING DRAINAGE SYSTEM THROUGH AN AIRGAP OR AIRBREAK. WHERE A DRAINAGE AIRGAP IS REQUIRED,THE MINIMUM VERTICAL DISTANCE AS MEASURED FROM THE LOWEST POINT OF THE INDIRECT WASTE PIPE TO THE ROOD-LEVEL RIM OF THE RECEPTOR SHALL BE NOT LESS THAN 1 INCH. 25. FLOOR DRAINS DIRECTLY CONNECT TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH A TRAP PRIMER. TRAP PRIMERS SHALL BE PLACED IN AN ACCESSIBLE ` LOCATION FOR MAINTENANCE. 26. ROOF DRAINAGE PIPING IS EXISTING TO REMAIN. 27. NO PIPING OR EQUIPMENT CARRYING WASTES OR PRODUCING WASTES OR OTHER DISCHARGES ARCHITECT/ENGINEER OF RECORD UNDER PRESSURE SHALL BE DIRECTLY CONNECTED TO ANY PART OF THE DRAINAGE SYSTEM. 28. PROVIDE DRAIN P-TRAPS IN THE CONDENSATE LINES AT ALL FAN COIL UNITS. 29. ROUTE FULL SIZE COPPER DRAIN PIPE FROM EACH ROOFTOP UNIT(3/4"MIN) DRAIN PAN AND MTA DEMISING WALL FROM EACH FAN COIL TO MOP SINK. INSULATE WITH 3/4"ARMSTRONG"ARMAFLEX"INSULATION. BELOW rvdVl DESIGN Architectural Solutions Group 19120 SE 34TH STREET, SUITE 115 2 VANCOUVER, WA 98683 1 These drawugs and specifications are the confidential and proprietary properly RTU-2 of JP Morgan Chaser and shat not be copied or reproduced without written 4.0 TONS x autharimbon. The contract document,were prepared far use on this specific site in conjunction with its issue date and are not suitable far use on o different SCD site or at a lata f.. Use of these Aawy ir, far reference or..Mon ��A// another irmecf requires the services of properly Icensed architect, and 74 ergs. Reproduction of the contract documents far reuse an onother project is not auMar®d. SEAL R�D PROFFS 15,423 c�,PS/Oy II II N II � e ROOF ARK Q ROe\S� 4/13/20 / HATCH i � ROBISON ENGINEERING, INC 4"VTR 19401 40TH AVE W SurrE 302,LYNNWOOD,WA 98036 0 ^ TEu:20E'r364,3343 FAx:CONTACT:GRANT HANSEa3.riN96 3 ISSUE DATE DESCRIPTION 4 4-13-20 PERMIT SUBMISSION 4-3-20 90%SET 3-20-20 PLANNING PROJECT INFORMATION BLOCK JOB# JPM19010.0 DATE: 1/20/2020 DRAWN BY: GH CHECKED BY: PR MODEL DRAWING STANDARDS V20.1 SHEET TITLE PLUMBING ROOF PLAN Z '�]z SHEET NUMBER PLUMBING ROOF PLAN SCALE P231/4"=1'-0" cOPYRMIR 2020. 1111310M 04GIME w, W. GHANSER R\-P030+ICCRW"\-Mk%8"S\424-1360 NAM IGAM!MEFNWAY- 1M", OR\DWG\P2-3- ROOF KM MC 04-13-2132111,121