Loading...
Plans (15) PLM2020-00189 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) 1/4" PER 1 FT, UNLESS OTHERWISE APPROVED BY THE AUTHORITY HAVING JURISDICTION. ARCHITECTURAL BACKGROUND PLUMBING LOAD CALCULATIONS 1. PLUMBING FIXTURES: COORDINATE WITH ARCHITECTURAL AND PW PUMPED WASTE . FOR EXISTING BUILDINGS, (E) WASTE PIPING SHALL BE REMOVED OR ABANDONED IN PLACE AT OTHER TRADES EXACT LOCATION OF ALL PLUMBING FIXTURES. (THIN LINE) 2 WASTE PIPE FIXTURE UNIT LOAD CALC: - - - - - VENT (V) Rtk;EI ED PER 2017 OREGON PLUMBING SPECIALTY CODE, TABLE 7-3. OWNERS DISCRETION. (N) WASTE PIPING SHALL CONNECT TO (E) WASE PIPING AT LOCATION 2. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION NEW MECHANICAL WORK INDICATED ON DRAWINGS. CONTRACTOR SHALL FIELD VERIFY (E) WASE PIPING LOCATION AND PW PUMPED WASTE (SANITARY) (HEAVY LINE) APR 22 020 FIXTURE QTY DFU EA TOTAL PROVIDE ADJUSTMENTS AS REQUIRED. OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT THE PD PUMPED DRAIN (STORM) EXISTING WORK OR EQUIPME TG1TYOFTi ARD WATER CLOSET (FLUSH TANK) 2 4.0 8.0 SITE PRIOR AND DURING THE CONSTRUCTION. UILDilVG DI VISION WASTE MAX DFU MAX DFU (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 tn FLOOR DRAIN 3 2.0 6.0 3" 48 35 ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND (DETAIL SIMILAR TOTAL: 22.0 DFU 4" 256 216 (172 @ 1/8" SLOPE) REGULATIONS. - COLD WATER (CW) ) 6" 1380 720 (576 @ 1/8" SLOPE) INDICATES DIRECTION OF CUTTING 8" 3600 2640 (2112 ® 1/8" SLOPE) - - HOT WATER, POTABLE, 120'F PLANE WATER SUPPLY FIXTURE UNIT LOAD CALC: INSULATION/LINING NOTES - - - _ 140 - HOT WATER, POTABLE, TEMPERATURE PER 2017 OREGON PLUMBING SPECIALTY CODE, TABLE A-2. OTHER THAN 120'F LETTER INDICATES SECTION FIXTURE GLTY WSFU(EA) TOTAL 1. ENERGY CODE: AS A MINIMUM, COMPLY WITH THICKNESSES AND HOT WATER CIRCULATING (HWC), A (NO. INDICATES DETAIL) WATER CLOSET (FLUSH TANK) 2 2.5 5.0 TYPVENT PIPING NOTES FOREALLISTED IN ENERGY SPACE CONDITIONINGEANDFORCED BY AHJ. THE SERVIICE WATER HEATING M-3 M-3 SHEET NUMBER WHERE SECTION IS LAVATORY 2 1.0 2.0 POTABLE, 120'F 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 o 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 120'F SHEET NUMBER WHERE SECTION IS uj 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 LAVATORIES, INSULATE THE EXPOSED PIPING AND TRAPS WITH a TOTAL: 13.5 WSFU VENT PRODUCT SPECIFICALLY DESIGNED FOR THIS APPLICATION MEETING - - FOR - - FUEL OIL RETURN PIPE SIZE: MAX DFU: MAX LENGTH: ADA REQUIREMENTS. PROVIDE HANDI-LAV GUARD OR EQUIVALENT. ABBREVIATIONS 1-1/2" 8 60 FT - - FOV - - FUEL OIL VENT 2" 24 120 FT AFF ABOVE FINISHED FLOOR 3" 84 212 FT MAINTENANCE. - - -RV- - - RELIEF VENT AHJ AUTHORITY HAVING JURISDICTION M 4" 256 300 FT BTUH BRITISH THERMAL UNIT PER HOUR 6" 1380 510 FT 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT G NATURAL GAS C COMMON OOM% 8" 3600 750 FT PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL CAP CAPACITY LU Robison EnOhimmwins Ina Prol•ot Now: Chase Tigard Pacific VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR I IRRIGATION CI CAST IRON M - 1.401 40th Avenue W, auk• 002 Prol•ot Number: 424-1382 CLG CEILING, COOLING W Lynnwood, WA 080$0 Edited By: GSH 2. REDUCERS: PROVIDE AS REQUIRED FROM LINE PIPE SIZE TO ] PIPE CAP CO CLEANOUT Edit Dat•: 4/6/20 EQUIPMENT, TRAP, COIL, AND CONTROL VALVE CONNECTION COMB COMBUSTION SIZING IS PER 2017 OPSC APPENDIX A, CHART$ A-2, A-S t A-4. PIPE BRACE SCHEDULE PIPE PLUG CONT CONTINUE, CONTROL WATER SUPPLY PIPE SIZING CALCULATION FORM PIPE SCH. 40 MAX. LENGTH OF BRACE 3. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. CONTR CONTRACTOR U �II UNION COTG CLEANOUT TO GRADE AVAILABLE PRESSURE IS < 80 PSI PRIOR TO WATER METER & BACIOPLOW. 1/2-INCH 4 Fi. 0 IN. 4. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR D DIAMETER O � j = N UTILITY SUPPLY WATER PRESSURE: 65 PSI STATIC PRESSURE 3/4-INCH 5 FT. o IN. -moi FLANGE DI DUCTILE IRON OBTAIN FROM CIVIL OR LOCAL UTILITY COMPANY. 1-INCH 6 Fr. 0IN. 5. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT DIM DIMENSION0 10 Fr. 0 IN. CONDENSATE PAN. CONDENSATE DRAINS SHALL BE DISCHARGED DN DOWN U N WATER METER LOSS: 3 PSI 11(4-INCH 'NY WYE STRAINER M TYPICALLY 3-8 PSI. 11/2-INCH 10 Fr. 6 IN. TO AN INDIRECT WASTE OR OUTSIDE. EFF EFFICIENCY N 2-INCH 11 Fr. 0 IN. WYE STRAINER WITH CAPPED HOSE ELEC ELECTRIC L O BACKFLOW PREVENTER LOSS: 13 PSI 2-1/2-INCH 3-INCH 12Fr. 6IN.. EQUIV EQUIVALENT TYPICALLY 5-13 PSI. END SLOWDOWN VALVE COPPER PIPE MAX. LENGTH OF BRACE PLUMBING NOTES EWC ELECTRIC WATER COOLER WATER SOFTENER LOSS: 0 PSI �� GATE VALVE OR BALL VALVE EXT EXTERIOR, EXTERNAL II. TYPICALLY 5-20 PSI, IF NO SOFTENER ENTER '0'. - - Q STATIC LIFT: 20 FEET = 8.66 PSI 1/2-INCH 5 FT. 0IN. 1. CONNECTIONS: PROVIDE PLUMBING FIXTURE CONNECTIONS TO FCO FLOOR CLEANOUT12 30 3/4-INCH 6 Fr. o IN. BUILDING WASTE, VENT, COLD WATER, AND HOT WATER SYSTEMFD FLOOR DRAIN REQUIRED MINIMUM PRESSURE AT 1-INCH 6Fr. 0IN. IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S BALL VALVE FLR FLOOR h FURTHEST PLUMBING FIXTURE: 10 PSI 1 1/4-INCH 7 FT. 0IN. RECOMMENDATIONS, AND LOCAL CODES. CONNECT TO EACH tart FPM FEET PER MINUTE ,n 1 1/2-INCH 8 FT. 0IN. GLOBE VALVE FPS FEET PER SECOND > Q CO V FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, PRESSURE AVAILABLE TO 2-INCH 9 FT, O IN. FS FLOOR SINK OFFSET FRICTION LOSSES: 15.5 PSI 2-1/2-INCH- 10 FT. o IN. VACUUM BREAKERS, REGULATORS, ETC. AS REQUIRED AND AS CHECK VALVE G GAS O `0 3-INCH 10 Fr. o IN. RECOMMENDED BY THE MANUFACTURERS. � t- PIPING SYSTEM LENGTH FROMI� GAL GALLONS CAST IRON PIPE �y SERVICE TO FURTHEST FIXTURE: 115 FEET 2. HOT AND COLD: WATER PIPING CONNECTION TO EACH FIXTURE BALANCING OR PLUG VALVE GPM GALLONS PER MINUTEUj � a HB HOSE BIBS FITTING ALLOWANCE: 58 FEET SHALL BE COLD WATER ON THE RIGHT HAND SIDE AND HOT WATER BUTTERFLY VALVE HD HEAD Z 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 Ion CHANGES IN DIRECTION AND BRANCH CONNECTIONS. HORIZ HORIZONTAL SELECTED FRICTION LOSS FACTOR: 9.0 PSI too FT 3. VENT STACKS: COORDINATE VENT STACK WITH HVAC EQUIPMENT PRESSURE REDUCING VALVE (PRV) / HP HORSEPOWER MAX CM VELOCITY 8 FPS. MAX Nlr VELOCITY 5 FPS. NOTE: SLOPE ALL 4"SOIL PIPE ATI/8" PER FOOT TO MAINTAIN MINIMUM 10 CLEARANCE FROM OUTSIDE AIR INTAKES. p HX HEAT EXCHANGER IID INDIRECT DRAIN, INSIDE DIAMETER SUPPLY PIPE SIZING SCHEDULE Copper T e: Type L ^^ AUTOMATIC CONTROL VALVE, 2-WAY 4. CLEANOUTS: EACH HORIZONTAL DRAINAGE PIPE SHALL BE �I�f 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 t/2" 3.o ass 3.s 3.o a.6 3.5 --- --- --- TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 FEET, OR FRACTION THEREOF, L LONG, LENGTH 3 5 6.0 11.0 7.0 4.9 115s --- --- --- IN LENGTH OF SUCH PIPING, EXCEPT AS NOTED BELOW: ID RELIEF VALVE MBH LB O UND 1e 188.57.3 27.0 12.2 5.0 16.0 --- --- --- THOUSAND BTU PER HOUR ARCHITECT/ENGINEER OF RECORD MMECHANICAL KEN , 1-1/4- 30.0 8.0 Soso 18.5 5.0 27.0 30.0 8.0 13.0 A) CLEANOUTS MAY BE OMITTED ON A HORIZONTAL DRAIN MCACA MINIMUM CIRCUIT AMPACITY MCCRACKEN 1-1/2" 1 43.0 8.0 100.0 26.0 5.0 43.0 42.5 8.0 30.0 LINES LESS THAN 5 FEET IN LENGTH UNLESS SUCH LINE BALANCING MEASURING VALVE MOCP MAXIMUM OVER CURRENT PROTECTION ARCHITECT 2" 1 75.0 8.0 230.0 45.0 5.0 112.0 1 74.0 8.0 125.0 IS SERVING SINKS OR UNINALS MTD MOUNTED Architec,ure.Progrom Mcncgemeni.Permifting FLEXIBLE CONNECTION IN PIPING PD PUMPED DRAIN 6930 DESTINY DRIVE, #100 B) EXCEPTING THE BUILDING DRAIN AND ITS HORIZONTAL POC POINT OF CONNECTION ROCKLIN, CA 95677 BRANCHES, A CLEANOUT SHALL NOT BE REQUIRED ON ANY _ XAPIPE ANCHOR PRV PRESSURE REDUCING VALVE Contact:ARIANE SANDERS PIPE OR PIPING WHICH IS ABOVE THE FLOOR LEVEL OF PSIG POUNDS PER SQUARE INCH GAUGE 707.sss ASAN DERS@ PMDGIGI NC.COM THE LOWEST FLOOR OF THE BUILDING. PIPE ALIGNMENT GUIDE PW PUMPED WASTE RD ROOF DRAIN 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 OFFICE COPY EXCEEDING 135 DEGREES. A TWO-WAY CLEANOUT SHALL BE Z)=C VALVE STATION OR ASSEMBLY PREVENTER SR SUDS RELIEF PROVIDED AT THE CONNECTION FROM THE BUILDING DRAIN TO THE SEWER LINE. NOTE: NOT ALL CLEANOUTS ARE SHOWN SS STAINLESS STEEL, SANITARY SEWER These Crawirry and specifications are the coafitlenf and proprietay properly PLUMBING FIXTURE SCHEDULE ON THE PLANS. j ID INDIRECT DRAIN PIPE TO DRAIN SQ SQUARE ofilhori nThcont shapnofbe copietlarepmdoced on this of JP wg The se and t oI4 not a were pmr repr for use on this specific TYPTYPICAL site in conjunction with Its issue date and are not suitalte far use on a tliffesent site o,at a exampl alter f"rhe. Use of these tlrawr�for reference or e on UGUNDER GROUND soother project reaaims The service, of propel, licensed a ^ne and COLD HOT 5. SHUT-OFFS: PROVIDE SHUT-OFF VALVES/STOPS AT HOT AND Q FLOOR DRAIN engineers. Reproduction of the contract tlocaments for revue a,°nether MARK ITEM WATER WATER WASTE VENT COLD WATER SUPPLY TO EACH FIXTURE. y UON UNLESS OTHERWISE NOTED project s not oatha¢ed. 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 1/2' 4" 7' 6. WATER HAMMER ARRESTERS: SIZE 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 �_ BREAK IN PIPING OR DUCTWORK WCO WALL CLEANOUT ED PROF ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES, SUCH AS EL FS 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 NFA 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-1-114'G RID DRAIN AND PUMP 15,423 PF-LAV TAILPIECE P-TRAP: 1-1/4"X 1 1/2"CHROME PLATED 17 GAUGEW/TAILPIECE AND CLEANOUT SUPPLIES: 3/8"X12'CHROMEPLATED FLEXIBLE SUPPLIES WITH LOOSE KEY STOPS 1/2' 1/2' 2' 1-1/2' 7, TRAP PRIMERS: PROVIDE TRAP PRIMERS AND PIPING FOR FLOOR a 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 ARRANGE PIPING TO ACHIEVE EQUAL. INSTALL A SLOAN THERMOSTATIC TEMPERING VALVE #MIX-75-A BELOW LAVATORY SET AT MAXIMUM 1050 PLUG IN TRANSFORMER COLOR/FINISH WHITE.STRAINER 2411.015 DRAINS AND FLOOR SINKSQ PRESSURE GAUGE 10 FLOW TO EACH DRAIN AND FLOOR SINK FOR TRAP PRIMERS LOUNGE SINK: COUNTERTOP, ELKAY LRADI91955-MR2 SINGLE COMPARTMENT 19-1/2"X 19"X 5-1/2" DEEP 18 GAUGE STAINLESS STEEL FAUCET: ELKAY LK3000CR WITH 1.8 GPM SERVING MULTIPLE DRAINS AND FLOOR SINKS. e PF-SINK WAASTE: ELKAY #OR SUPPLIES: 3/8"X LK 53 SERIES;RAP: 111/ CHROME 1 1/ CHROME PLIATED 17 GAUGE W/TAILPI CE APLATED FLEXBLE SUPPLIES WITH HEEL DLE STOPS ND CLLEANOUTDDRAIN:ELKAY # LK 35 SERIES INS ALLASLOAN THERMOSTATIC ITH CONICAL TEMPERING VALVENER BASKET #MI 5-A 1/2' 1/2' 2' 1-1/2' THERMOMETER �Rk Q ROBS 4/21/20 BELOW LAVATORY SET AT MAXIMUM 1050 INSULATE WASTE AND WATER SUPPLIES BELOW SINK WITH TRUEBRO PIPE INSULATION OR EQUAL. t P/T PRESSURE/TEMPERATURE CITY Og TIGARD SERVICE WATER HEATING SYSTEMS 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 " ZdROBISON. 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" 2' 1. THE FOLLOWING SERVICE WATER HEATING SYSTEMS AND Condit1onaft App vved..."...... I I EACH WALL CONTACTING MOP SINK (REFER TO ARCHITECTURAL ROOM ELEVATIONS) REDUCED PRESSURE BACKFLOW Soo Low to:Follow..._«...........[ ] ENGINEERING, INC EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS 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 Pemdtl!iumba Aftachaii.""""""" 194 TEL 206-3649343 3OF 425835-0098 803 6 PF-DF ANTI-MICROBIAL SAFETY BUBBLER & BOTTLE FILLER SUPPLIES:3/8"X 12" CHROME PLATED FLEXIBLE SUPPLIES WITH LOOSE KEY STOP CARRIER:FLOOR MOUNTED WALL CARRIER 1/2' - 2' 1-1/2' APPLICABLE EFFICIENCY REQUIREMENTS LISTED IN THE APPLIANCE III-EL II E S,( ), }� :Lc }lly/_ CoNTACT:GRANT HANSEN FOR CONCEALED ARMS EFFICIENCY REGULATIONS OR APPENDIX B, TABLE B-9. �aDCVA DOUBLE CHECK VALVE ASSEMBLY Addr�x �"' - DCVA Br. ©� -1 DaiQ: 7-/��40 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" - - 2, LAVATORIES IN RESTROOMS OF PUBLIC FACILITIES SHALL BE s** ISOMETRIC FIXTURE CALLOUT rin. b PF-RHB ROOF HOSE BIBB: WOODFORD MODEL RHY1-MS COMPLETE, COMMERCIAL ROOF HYDRANT WITH VACUUM BREAKER BACKFLOW PREVENTER, 1"CONNECTION t" - - - EQUIPPED WITH EITHER: PF-FD FLOOR DRAIN:S"INCH SQUARE NICKEL BRONZE TOP.ZURN Z415S W/"TYPES"STRAINER. 1/2 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 BRONZE THREADED 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 #ZN1400ADJUSTABLE - - SEE - MAXIMUM OF 0.75 GALLONS PER MINUTE. DRAWINGS c) SELF-CLOSING VALVES, AND OUTLET DEVICES THAT LIMIT PF-WH DOMESTIC WATER HEATER:A.O.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 3/4" - - - 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 d) LAVATORIES IN PUBLIC RESTROOMS SHALL BE EQUIPPED CONFORMING TO ANSI 816.18 OR ANSI 4/20/20 Submittal Set WITH CONTROLS TO LIMIT THE OUTLET TEMPERATURE TO 110'. 816.22 OR BRASS PIPE, STANDARD 4/10/20 80% Review Set WEIGHT IPS, 85 PERCENT COPPER CONTENT CONFORMING TO ASTM B43 PROJECT INFORMATION BLOCK WITH STANDARD WEIGHT THREADED CAST JOB# JPM19015.0 BRASS FITTING CONFORMING TO ANSI DATE: 2/25/2020 816.15. DRAWN BY: GH FIELD VERIFY ALL CONDITIONS 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 PROVIDING A COMPLETE AND FUNCTIONAL DRAWING INDEX SHEET TITLE SYSTEM. NO CHANGES IN THE CONTRACT OR SANITARY, VENT & STORM (ABOVE GRADE) - ABS OR PVC PIPE & CONTRACT T THOROUM UGHLY BE MINE THE HE Sr FITTINGS: SCH.40, SOLVENT WELDED PO.0 LEGEND, NOTES, SCHEDULES & DRAWING INDEX LEGEND, NOTES, FAILURE TO THOROUGHLY EXAMINE THE SITE 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 8306, COPPER JOINING SAWCUTTINGREQUIREDFORTHISJOB. P2.1 PLUMBING SUPPLY 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 PLAN CONTRACTOR. SHEET NUMBER GAS PIPING (WHERE REQUIRED) - BLACK STEEL SCHEDULE 40 P000 tYYFMT 202Q ROMON 01013MUNK NC. QMNSEN R\_pmROWOgtAOIQ11\ZW%SAWS\424-1782 GIASE TMD 4 OR\DNC\PO-0-NOTES!SMU OF MG 04-21-2020 0830 3/4"COLD WATER SUPPLY TO TANK IMF AMTROL ST-5,2 GAL EXPANSION TANK INSTALL IN VERTICAL POSITION VACUUM BREAKER 3/4" HOT WATER WATTS MODEL N36I 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 INTERIOR SIDE OF HOT AND COLD WATER THE TANK HEIGHT) Ln HEAT TRAP NIPPLES WALL 3/8"0 x 3"LAG SCREW GYPSUM WALL PRESSURE/TEMPERATURE 0 ANCHORED TO WALL RELIEF VALVE STUD (TYP.4) MIN. 5/8" THICKNESS OF FILL METAL STUDS 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 d d d I 1 I I 1 d ❑ 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 DRAIN PAN. NON-SHRINK GROUT 0O WATER HEATER. o LL w DISCHARGE PRESS/TEMP AND 3/4" H AND CW r r�rou:�� �r:vr.cN C DRAIN PAN PIPING INDIRECTLY CONCEALED W PIPE CENTERED 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 f 000\ N W 1" DRAIN FROM DRAIN PAN ^ 0 OPEN END ABOVE MOP SINK NOTE:SEE WATER HEATER PLATFORM DETAIL ON SHEET MOP SINK FOR STRUCTURAL INF W INFORMATION.COORDINATE PLATFORM W/STRUCTURAL Om FLOOR PLANS. O = N CD 04 1 OR 2 HR PIPE SLEEVE WALL DETAIL SCALE 15 NOT USED SCALE 14 NOT USED SCALE 1 ELECTRIC WATER HEATER ON STAND SCALE 12 FLOOR DRAIN SCALE 1 1 N NTS NTS NTS NTS NTS MZpQO � WCL � � � ; WQ o � z Go - Z � WWja � azo MINIMUM 3/4" INSULATED X COPPER CONDENSATE PIPING OPEN VENT CLEANOUT(TYP.) FINISHED WALL SURFACE 2 MIN DRAIN PAN ARCHITECT/ENGINEER OF RECORD Y KEN McCRACKEN, CHROME COVER PLATE WITH SECURING SCREW SLOPE ARCHITECT CLEANOUT TEE TOWARDS X ArchlteCi Ore•Progrom Mcnagerneni-Permitting DRAIN 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS TO 707.655.4320 '1 DRAIN ASANDERS@PMDGINC.COM These dramngs and specifcofars are the confidential and proprietay property of JP Mogan chase and shall not be copied as reproduced%nthoul written outhorizofon. The contract documents were prepared for use on this specific site in conjunction with its Issue date and are not suitable far use on a different site o vA at a later lime. Use of these drorp,fa reference or example on another paged requires the services of properW licensed architects and engin Reproduction of the contract documents far reuse on another project is.1 aulhvued. SEAL REO PROFFS SCALE SCALE SCALE SCALE SCALE � NFF s% NOT USED NTS 10 WALL CLEANOUT NTS 9 NOT USED NTS $ NOT USED NTS 7 CONDENSATE TRAP DRAIN NTS 6 Q_ ,5,423 N �qRK R R08�S 4/21/20 ZIROBISON ENGINEERING, INC 19401 40TH AVE W SURE 302,LvNNwOOD,WA 98036 RULE 1: BRANCH LINES OF 20 FEET OR LESS. TEL:206-364,3343 AX:425-8350098 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 RULE 2: BRANCH LINES OVER 20 FEET. LAVATORYOR SINK COLD WATER SUPPLY DRAIN PIPING AN ADDITIONAL HAMMER ARRESTOR (Y) SHOULD BE PLACED AS SHOWN (BELOW).THE ADDITIONAL HOT WATER SUPPLY (SIZE PER DWG's) SCH. 40 PVC DWV UNIT PLACED AT THE MIDPOINT OF THE RUN LONGER THAN 20 FEET. THE SUM OF THE FIXTURE UNIT SENSOR FAUCET 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 i CARRIER FLOOR CARRIER FINISHED FLOOR NOTES: 1-1/4"CHROME HAMMER 1. SIZE HANGER AND CLAMP TO1. DRAIN PIPE+P-TRAP ARRESTOR B-LINE FIG. B3060 ADEQUATELY SUPPORT LOAD (REFER TO MIXING VALVE LONG SWEEP MAIN LINE RULE 1 P. 131 B-LINE HANGER CATALOG). SLOAN #MIX-75 A SET AT 105 DEG.F. (2) 3/8"X 17' FLEXIBLE CHROME (SIZE PER DWG's) PLATED LAVATORY SUPPLIESC14 4/20/20 Submittal Set BRANCH LINE 2. FOR NFPA ROD SIZES USE B317ONF OR IN-LINE CHECK 4/10/20 80%Review Set B-LINE FIG. B3170 SUBSTITUTEB3174. IN-LINE CHECK P. 46 COLD WATER SUPPLY PROJECT INFORMATION BLOCK UNDER 20 FEET 3. FOR COPPER TUBING USE COPPER HOT WATER SUPPLY o JOB# JPM19015.0 PLATED OR PAINTED B3170CT,FELT LINED m B3170F, OR PLASTIC COATED HANGERS. CHROME PLATED LOOSE KEY LAVATORY (SIZlitSTDE PER DWG's) DATE: 2/25/2020 HAMMER HAMMER STOPS ROUGH-IN AT NORMAL HEIGHT FOOTINse G i DRAWN BY: GH ARRESTOR ARRESTOR CHECKED BY: PR RCHROME PLATED ESCUTCHEON Ll ULE 2 y X EXISTING FLOOR FLOOR DRAIN 3'-0" (MIN.) MAIN LINE MODEL BRANCH LINE DRAWING STANDARDS V20.1 OVER 20 FEET 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 SCALE NTS NTS NTS NTS NTS P O • 1 cf1PYRONT 2011. ROBISON DIONEFlM dG GHANSEtI F:`AIt\._CHASE eAWS\230-M PINE t am LONG BEACH, CA\owc\Po_1.Owc 10-06-20111 11:13 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. D C 5. PROVIDE SHUTOFF VALVE IN CEILING AT COLD WATER INTO BANK SPACE.PROVIDE IN AN ACCESSIBLE LOCATION. 6. CAP EXISTING DOMESTIC COLD WATER LINE FOR POSSIBLE USE BY FUTURE TENANT.FIELD VERIFY EXACT SIZE& LOCATION. tn PF-WH PLUMBING GENERAL NOTES: " 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. 6 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 FJ�AN. MOP OPERATION. PFWC DC PF-WC2. VERIFY THE EXACT LOCATION OF EXISTING SANITARY SEWERS AND WATER MAINS FROM THE ACTUAL�'4" INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE LOUNGEFROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. RESTRM #2 ° ' ° RESTRM #1 I DATA 3. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS,AS MAY BE uj " J PF-LAV NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS a- 4. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS,THIS PF-LAVLL� CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS.COORDINATE COLOR AND STYLE WITH ENGINEER/ARCHITECT. 660]§PF-SIINK 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. PF_DF " 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. HALLWAY 2 HALLWAY 1 8. SANITARY SEWER AND MAIN WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 36,BELOW [1• EXTERIOR GRADE. 5 9. PIPING IN CONCRETE BLOCK WALLS SHALL BE INSTALLED AS BLOCK IS BEING LAID. DO NOT CUT L 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 O N CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE Ot , C4 OWNER V_ 2 12. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(I) N Q � Oss, YEAR FROM DATE OF FINAL ACCEPTANCE.ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED no - WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER w V ix 11 AT NO ADDITIONAL COST TO THE OWNER. O 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 Uj CASH MANUAL REMOVED SHALL BE TURNED OVER TO THE OWNER. ge ROOM TRANS. 14. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS 15. THE CONTRACTOR SHALL PROVIDE ALL CHROME EXPOSED TRAP PRIMER CONNECTIONS BELOW L W a Q LAVATORIES 1 16. PLUMBING CONTRACTOR SHALL PROVIDE NAMEPLATE INFO TO THE FACILITY MANAGER FOR WATER Z Q G HEATER,AND RPZ. 17. THE PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING SYSTEMS SHALL BE O Z #40 � - z 00 INSULATED IN ACCORDANCE WITH TABLE 123-A.ALL LAV PIPING SHALL BE INSULATED (ADA LLI r REQUIREMENT). ( OLD DO TOATER 18. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE CONTROLS THAT LIMIT THE WATER SUPPLY Z B EMENT TEMPERATURE TO 1 1 OaF. LAVATORY FAUCETS SHALL BE THE SELF CLOSING TYPE.EACH FAUCET SHALL NOT EXCEED 2.2 GPM. 19. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. ZCc 20. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL HOSE BIBBS. 21. WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. 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. PLUMBING SUPPLY FLOOR PLAN SCALE n 23. PIPE MATERIALS SHOWN ON SHEETPO.O. ARCHITECT/ENGINEER OF RECORD 1/4"=V-0" G 24. INDIRECT WASTE PIPING SHALL DISCHARGE INTO THE BUILDING DRAINAGE SYSTEM THROUGH AN KEN McCRACKEN, AIRGAP OR AIRBREAK. WHERE A DRAINAGE AIRGAP IS REQUIRED,THE MINIMUM VERTICAL DISTANCEARCHITECT 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. Architecture-Program Management•Permits y D.1 Cj,1 25. NOT USED. 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 26. ROOF DRAINAGE PIPING IS EXISTING TO REMAIN. Contact:ARIANESANDERS 27. NO PIPING OR EQUIPMENT CARRYING WASTES OR PRODUCING WASTES OR OTHER DISCHARGES 707'655'4320 UNDER PRESSURE SHALL BE DIRECTLY CONNECTED TO ANY PART OF THE DRAINAGE SYSTEM. ASANDERS®PMDGiNC.COM (E)COLD WATER UP 28. PROVIDE DRAIN P-TRAPS IN THE CONDENSATE LINES AT ALL FAN COIL UNITS. TO FIRST FLOOR 29. ROUTE FULL SIZE COPPER DRAIN PIPE FROM EACH ROOFTOP UNIT(3/4"MIN) DRAIN PAN AND FROM EACH FAN COIL TO MOP SINK. INSULATE WITH 3/4"ARMSTRONG"ARMAFLEX'INSULATION. mese drawing and specificalk s are fine confidentid and proprietary properly of JP h ,,son Chase and shall not b copied or reproduced without written authorization. The conhacl doc resnh wore prepoied for use an this specific silo in conjunction with h issue dale antl are not suitahle far use on a different site or at a tater tires. the of these bawirgs for reference or emmple on another project reaw. the services of pros dV ricersed architects and engineers. Reproduction of the contract documents for reuse on another project is not ouRior®d. SEAL PROFFS 1 N Q s�o 15,423 y r I N e 2 �qRK Q Rp8\S 4/21/20 - - - WROBISON ENGINEERING, INC 19401 40TH AVE W SuiTE 302,LYNNwo D,WA 98036 TEL:206-364,3343 FAX:425835-0098 CONTACT:GRANT HANSEN ISSUE DATE DESCRIPTION 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB# JPM19015.0 DATE: 2/25/2020 DRAWN BY: GH CHECKED BY: PR (E)SHUTOFF VALVE MODEL EXISTING GAS LIN VERTICAL LINE UP TO ROOF DRAWING STANDARDS v20.1 SHEET TITLE 8.1 PLUMBING EXISTING w SUPPLY GAS METER 2 PLAN SHEET NUMBER PLUMBING SUPPLY BASEMENT PLAN SCALE 1 P2 . 1 1/4"=l'-O" CWYMK ZM ROBISON E10NESM W- MMSEW BAKKS\424-1382 M4,SE T MD II,OR\OW\P2-1 - SUPPLY PLAN DWG 04-21-2020 DR 32 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 8.LOCATION. _ 3. INSTALL EXTERNAL CONDENSATE PUMP WITH A MINIMUM HEAD DISTANCE OF 80'.COORDINATE WIT 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 O NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS w 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 a Lu 5. INSTALLER SHALL NOT CUT ANY STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL Of FROM THE ARCHITECT. 6. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. F� �`4/� � 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. lw 14 212, 8. SANITARY SEWER AND MAIN WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 36" BELOW EXTERIOR GRADE. ull Y oft-13`F�S D(� 9. PIPING IN CONCRETE BLOCK WALLS SHALL BE INSTALLED AS BLOCK IS BEING LAID. DO NOT CUT 3VIL B A BLOCK WALL. N 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 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 ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER L UJ 12. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(]) O T N YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED y WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER O AT NO ADDITIONAL COST TO THE OWNER. U 1 13. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT,THE CONTRACTOR SHALL REMOVE ALL 1 TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE Q L u- cIll (E)W REMOVED SHALL BE TURNED OVER TO THE OWNER. (E)w 14. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS M 15. THE CONTRACTOR SHALL PROVIDE ALL CHROME EXPOSED TRAP PRIMER CONNECTIONS BELOW , I O 2 C LAVATORIES W PCS T PCS 6 16. PLUMBING CONTRACTOR SHALL PROVIDE NAMEPLATE INFO TO THE FACILITY MANAGER FOR WATER PCS 8 PCS 5 HEATER,AND RPZ. L 4"W DN 3"W DN 4 17. THE PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING SYSTEMS SHALL BE Uj H INSULATED IN ACCORDANCE WITH TABLE 123-A.ALL LAV PIPING SHALL BE INSULATED (ADA Q '40 , n REQUIREMENT). �_J PF-MOP 18. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE CONTROLS THAT LIMIT THE WATER SUPPLY Y4"CD TEMPERATURE TO 110aF. LAVATORY FAUCETS SHALL BE THE SELF CLOSING TYPE.EACH FAUCET SHALL rlllllllll` PF-WC PF-WC AH-2 NOT EXCEED 2.2 GPM. PF-FD 19. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. LLI Will PFFD PF FD LUNGE JAN. ' 3 n 20. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL HOSE BIBBS. RESTRM #2 ` RESTRM #1 1}� V UP DATA 3 21. WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO 14 PF-LAV 2"W DN I "CD FC 2 EARTHQUAKE MOTION. 1h� V UP U) 2"W DN Y2 V UP I 0 22. GENERAL CONTRACTORS ARE REQUIRED TO CLEAN SEWER PIPE,AND CAMERA SCOPE,TO RECORD PF-LAV 2"W DN I U U THE SEWER LINE IS FREE AND CLEAR OF ANY OBSTRUCTIONS PRIOR TO START OF CONSTRUCTION 8, PRIOR TO TURNOVER, IF ISSUE ARISE COMMUNICATE TO PM.SEE DETAIL 1/P0.1 FOR MORE PF 1 "VI INFORMATION. 1/4 INCH PER FOOT FALL MINIMUM. PF-SINK 4 2"W DN BOOTH 4 2 23. PIPE MATERIALS SHOWN ON SHEET P0.0. - --- - - - -- - - - - - --- - - - - FCcDLALLWAY C" C CDC 24. INDIRECT WASTE PIPING SHALL DISCHARGE INTO THE BUILDING DRAINAGE SYSTEM THROUGH AN PF-DF [[ AIRGAP OR AIRBREAK. WHERE A DRAINAGE AIRGAP IS REQUIRED,THE MINIMUM VERTICAL DISTANC`3"V X"CD ROOM AS MEASURED FROM THE LOWEST POINT OF THE INDIRECT WASTE PIPE TO THE FLOOD-LEVEL RIM OF HALLWAY 2 1 Y4"CD THE RECEPTOR SHALL BE NOT LESS THAN 1 INCH. ARCHITECT/ENGINEER OF RECORD 1 p 25. NOT USED. KEN McCRACKEN, 3 U 26. ROOF DRAINAGE PIPING IS EXISTING TO REMAIN. ARCHITECT 27. NO PIPING OR EQUIPMENT CARRYING WASTES OR PRODUCING WASTES OR OTHER DISCHARGES Architecture ement•Permitting UNDER PRESSURE SHALL BE DIRECTLY CONNECTED TO ANY PART OF THE DRAINAGE SYSTEM. 6930 DESTINY DRIVE, #100 BOOTH 3 28. PROVIDE DRAIN P-TRAPS IN THE CONDENSATE LINES AT ALL FAN COIL UNITS. ROCKLIN, CA 95677 4"VTR 29. ROUTE FULL SIZE COPPER DRAIN PIPE FROM EACH ROOFTOP UNIT(3/4"MIN) DRAIN PAN AND Contact:7. 55.4320ARIANE SANDERS FROM EACH FAN COIL TO MOP SINK. INSULATE WITH 3/4"ARMSTRONG"ARMAFLEX"INSULATION. 707.655DGI ASA N DERS@ PMDG I NC.COM U CASH MANUAL AH 1 These W gm ho and shall rsa he coplreand cedl Vtaryho po erry "e of JP Margm Chau and sM1i not st copied confidential an pros without written authoraaton. The conhact documents were prepared to use on this soec'iF ROOM TRANS. V iiia in at later vote its Iss a f atethe e d are not suitable to e e on a different site a of o later time. Use d these drawings er rel,rel a example on another project recurs the servos of ao urrly licensed se on ah and erg:nee2 Reaotlucl'on of Ma conhact dacumenh to reuu on another 3 project rs not auMivrzed. COMMUNITY WALL 0 Y4-CD SEAL p PROFFS v FC-1 IN FF S�0 3 � 15,423 y CONFERENCE 2 --� � PRINT ROOM11 Q Rog�s 4/21/20 CCS 1 3 ROBISON ENGINEERING, INC OFFICE COPY 19401 40TH AVE W SURE 302,LYNNWOOD,WA 98036 TEL:206364-3343 FAX:4258350098 5 CONTACT:GRANT HANSEN ISSUE DATE DESCRIPTION 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB# JPM19015.0 DATE: 2/25/2020 DRAWN BY: GH CHECKED BY: PR MODEL DRAWING STANDARDS v2O.1 SHEET TITLE PLUMBING WASTE & VENT PLAN SHEET NUMBER PLUMBING WASTE & VENT PLAN SCALE P2 , 2• ^ COPYRIGHT 2020, ROBISON ENGNEfRING, INC CHANSEN F.VEE 0+W0CRACKEN\_CHASE BANRS\421-1382 CHASE TIGARD A, OR\DWl- WASTE k VENT P ANAWG 01-28-2020 11:55 KEYED NOTES: _ 1. EXISTING GAS LINE. FIELD VERIFY EXACT SIZE&LOCATION. ' 2. CAP EXISTING GAS PIPE. FIELD VERIFY EXACT SIZE&LOCATION. _ PLUMBING GENERAL NOTES: w 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. tn 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 IY FROM THE ARCHITECT. O LL 6. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. 0 Lu x 7. NO VENT THROUGH ROOF SHALL TERMINATE CLOSER THAN 10 FT.TO ANY OUTSIDE AIR INTAKE OR a VENTILATION LOUVERS, DOORS, WINDOWS AND OTHER BUILDING OPENINGS. Lu 8. SANITARY SEWER AND MAIN WATER PIPING UNDERGROUND SHALL BE A MINIMUM OF 36"BELOW a B A EXTERIOR GRADE. /"� 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. it. CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING FIELD CONDITIONS PRIOR TO BIDDING AND M REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY 44 gam\ CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER CID - 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 1 AT NO ADDITIONAL COST TO THE OWNER. 13. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT,THE CONTRACTOR SHALL REMOVE ALL no TOOLS, APPLIANCES,SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE S REMOVED SHALL BE TURNED OVER TO THE OWNER. Oj N 14. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS O 15. THE CONTRACTOR SHALL PROVIDE ALL CHROME EXPOSED TRAP PRIMER CONNECTIONS BELOW Q U CN LAVATORIES o" 16. PLUMBING CONTRACTOR SHALL PROVIDE NAMEPLATE INFO TO THE FACILITY MANAGER FOR WATER M Q HEATER, AND RPZ. W U ce 17. THE PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING SYSTEMS SHALL BE M Z O INSULATED IN ACCORDANCE WITH TABLE 123-A. ALL LAV PIPING SHALL BE INSULATED (ADA REQUIREMENT). 18. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE CONTROLS THAT LIMIT THE WATER SUPPLY O TEMPERATURE TO 1 1 O*F. LAVATORY FAUCETS SHALL BE THE SELF CLOSING TYPE.EACH FAUCET SHALL NOT EXCEED 2.2 GPM. n � H V 19. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. %0 ,vw 20. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL HOSE BIBBS. Q 00 21. WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO O 040 EARTHQUAKE MOTION. z r 22. GENERAL CONTRACTORS ARE REQUIRED TO CLEAN SEWER PIPE,AND CAMERA SCOPE,TO RECORD LU r 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 n INFORMATION. 114 INCH PER FOOT FALL MINIMUM. G 23. PIPE MATERIALS SHOWN ON SHEET PO.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 FLOOD-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 ,VVTR - - - - - - - - - UNDER PRESSURE SHALL BE DIRECTLY CONNECTED TO ANY PART OF THE DRAINAGE SYSTEM. KEN McCRACKEN, 28. PROVIDE DRAIN P-TRAPS IN THE CONDENSATE LINES AT ALL FAN COIL UNITS. ARCHITECT 29. ROUTE FULL SIZE COPPER DRAIN PIPE FROM EACH ROOFTOP UNIT(3/4"MIN) DRAIN PAN AND Architecture•Program Mencgement•Pe sniffing FROM EACH FAN COIL TO MOP SINK. INSULATE WITH 3/4"ARMSTRONG"ARMAFLEX"INSULATION. 6930 DESTINY DRIVE, #100 ROCKLIN, CA 95677 Contact:ARIANE SANDERS 707.655.4320 ASANDERSPMDGINC.COM EXISTING GAS LINE I- - - -r `E)C DOWN TO METER 1 These drawing and specifications are 1"confidential and proprietor,properly of JP Morgan Chase and shag not be copied or reproduced wifhoul written auMaizolgrr. The conked documents.prepared fm use on this s Ifc site in conjunction with its issue date and are not suitable far use on a different site or of a lata time. Use of these dravnng for reference or e mpe on another prged requires the services of property licensed architects and engineen. Reproduction of the contract documents fa reuse on unotfia project 4 not ouftorwd. 4 SEAL REp PROFFS tt I Ne SAO 1p 4k 15,423 y r I N �qRK Q Roe\S 4/21/20 5ZIROBISON ENGINEERING, INC 19401 40TH AVE W Sur1E 302,LYNNWOOD,WA 98036 TEL:2063643343 FAx:4258350098 CONTACT:GRANT HANSEN ISSUE DATE DESCRIPTION 6 7 4/20/20 Submittal Set 4/10/20 80% Review Set PROJECT INFORMATION BLOCK JOB# JPM19015.0 DATE: 2/25/2020 DRAWN BY: GH CHECKED BY: PR MODEL DRAWING STANDARDS v20.1 SHEET TITLE PLUMBING ROOF PLAN SHEET NUMBER PLUMBING ROOF PLAN SCALE 1 P2 . 3 114"=l'-O' CWYACR 2020, ROBISOM QtDNmERD, DIG CHMSEN F-.V DR0+MCCRACKENVCHASE BAMKS\424-13M CHASE TIGARD%OR\DNC\P2-3- ROOF PIAN.DRC 04-21-2020 0834