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<br /> PLUMBING FIXTURE SCHEDULE
<br /> PLUMBING LEGEND GENERAL NOTES
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<br /> MARK DESCRIPTION MFG./MODEL NO. SS V CW HW REMARKS
<br /> AMERICAN STANDARD WITH BOLT CAPS,WHITE, OPEN-FRONT BENEKE SEAT '
<br /> SYMBOL ABBREVIATION DESCRIPTION WATER CLOSET-HDCP 16.5" CADET FLOWISE 246.100 „ " 1. VERIFY EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF UTILITIES AND PIPING BEFORE COMMENCEMENT OF WORK, AND IMMEDIATELY NOTIFY ;
<br /> WC-1 4 2 3/4 -- WITH COVER.WATER CLOSET SHALL HAVE A MAX.
<br /> FLR. MTD.,TANK TYPE ALTS:KOHLER K-3427 THE ARCHITECT OF ANY DISCREPANCIES.
<br /> CRANE 3-854/3-153E
<br /> FLOW RATE OF 1.28 G.P.F..
<br /> _ SS - S OR W SOIL OR WASTE BELOW GRADE OR FLOOR AMERICAN STANDARD WITH 7490.172H FAUCET WITH WRIST BL. HNDLS.AND 2. OBTAIN EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES AND KITCHEN EQUIPMENT FROM ARCHITECTURAL AND KITCHEN EQUIPMENT
<br /> COMRATE 0124.024 GRIP DRAIN. PROVIDE "TRUEBRO"#102 INSUL. KIT AT DRAWINGS.
<br /> LV-1 LAVATORY-WALL HUNG 2" 2" 3/4" 3/4"
<br /> S OR W SOIL OR WASTE ABOVE GRADE OR FLOOR ALTS: KOHLER K-1729 SUPPLY&DRAIN. LAV SHALL HAVE A MAX. FLOW RATE F
<br /> CRANE 1-165-V OR SOF 0.25 G.P.C. 3. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY FOR ALL PERMITS. FMI € I ` S
<br /> GW---- GW GREASE WASTE T&S BRASS WILL PAY ALL FEES, CHARGES AND METERS.
<br /> MODEL B-0666-RGH MNT.AT 30"A.F.F. INCLUDES VACUUM BREAKER.
<br /> -- -- CW DOMESTIC COLD WATER MS-1 MOP BASIN FAUCET ALTS:ZURN Z-841 K1 '- -- 3/4" 3/4" FAUCET SHALL HAVE A MAX. FLOW RATE OF 1.8 G.P.M. 4. TERMINATE ALL VENT AND FLUE OUTLETS AT 10'-0" MIN. FROM ANY FRESH AIR INTAKES OR PER LOCAL JURISDICTION.
<br /> CHICAGO FAUCETS 891-DJ18-E1 AT 60 P.S.I.
<br /> • ••
<br /> 5. INSTALL ALL PLUMBING TO AVOID INTERFERENCE HW DOMESTIC HOT WATER
<br /> WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN
<br /> MS-1 MOP SINK ZURN Z-1996-24 FAUCET(MSF-1)BY PLUMBER. LINES PERMITTED OVER OR UNDER ELECTRICAL PANELS.
<br /> 3" 2" 3/4" 3/4" FAUCET SHALL HAVE A MAX. FLOW RATE OF 1.8 G.P.M
<br /> •- HWR HOT WATER RETURN AT 60 P.S.I. 6. PROVIDE FAUCETS UNLESS OTHERWISE NOTED, TRAPS, STOPS, GATE VALVES, GAS COCKS, WATER HAMMER ARRESTERS, WALL CLEANOUTS, CLEANOUT
<br /> FURNISHED BY OWNER INSTALLED BY
<br /> 2" 2" 3/4" 3/4" FAUCET SHALL HAVE A MAX. FLOW RATE OF 1.8 G.P.M.
<br /> FAUCET BY OWNER. COVERS FLEX CONNECTIONS SHUT-OFF VALVES AND INDIRECT WASTE TO AN APPROVED RECEPTOR AND ALL NECESSARY TRIM FOR A COMPLETELY '^
<br /> G G GAS PIPING HS-1 HAND SINK INSTALLED & CONNECTED PLUMBING SYSTEM.
<br /> PLBG. CONTRACTOR, AT 60 P.S.I.
<br /> 2478SQ-NA FAUCET SHALL HAVE A MAX. FLOW RATE
<br /> CD CD CONDENSATE DRAIN SK-1 PREP SINK CUSTOM STAINLESS (N.S.F.) IND. 2" 3/4" 3/4" 7. RECORD ON AS-BUILT DRAWINGS, ALL SIZES, LOCATIONS. INVERTS AND MATERIALS OF EXISTING PIPES THAT ARE ENCOUNTERED AND NEW PIPES
<br /> OF 1.8 G.P.M.AT 60 P.S.I.
<br /> INSTALLED DURING THE COURSE OF THE PROJECT. DELIVER AS-BUILTS TO JIB CONSTRUCTION MANAGER AT THE END OF THE PROJECT.
<br /> V SANITARY VENT 3-COMPARTMENT SINK:WASSERSTROM S001700100N
<br /> WITH 24"DRAIN BOARDS. DWV COPPER CONNECT AL 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AND FEDERAL CODES, RULES AND REGULATIONS GOVERNING THIS PROJECT.
<br /> V V SANITARY VENT BELOW FLOOR SK-2 3-COMPARTMENT SINK WASSERSTROM: S00170010ON 2" 2" 3/4" 3/4" COMPARTMENTS INLINE TO DIRECT WALL
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<br /> CONNECTION FAUCET SHALL HAVE A MAX. FLOW 9. UPON COMPLETION OF JOB, INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING INSTALLATIONS AND COMPLETELY REMOVE ALL EXPOSED LABELS,
<br /> G.V. GATE VALVE RATE OF 1.8 G.P.M.AT 60 P.S.I. SOIL, MARKINGS, AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW.
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<br /> WOODFORD MODEL 24 10. INDIRECT WASTE TERMINATIONS:
<br /> H.B. NON-FREEZE
<br /> B.V. BALL VALVE -
<br /> HOSE BIBB ALTS: MANSFIELD 44.26 -- -- 3/4" - WITH VACUUM BREAKER. 10.a. TERMINATE ALL POTABLE CLEAR WATER THROUGH AN INDIRECT WASTE PIPE BY MEANS OF AN AIR GAP. (PER CPC 2019-801.2)
<br /> NIBCO V00890T
<br /> S.O.V. 10.b. TERMINATE ALL NON-POTABLE CLEAR WATER THROUGH AN INDIRECT WASTE PIPE BY MEANS OF AND AIR GAP OR AIR BREAK. (PER CPC
<br /> SHUT OFF VALVE
<br /> WADE W-9113-15-27 2019-801.1)
<br /> C.V. CHECK VALVE, FLOW DIRECTION FS-1 FLOOR SINKALTS: JOSAM 49000 3" 2' __ __ 8"x8"x6"C.I. FL. SINK WITH SED. BUCKET AND HALF 10.c. FOOD UTENSILS, DISHES, POTS AND PANS SINK (3-COMPARTMENT SINK) SHALL BE THROUGH AN INDIRECT WASTE PIPE THROUGH AN AIR GAP
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<br /> ZURN Z-1910 GRATE. OR AN AIR BREAK OR DIRECTLY INTO THE DRAINAGE SYSTEM. :.
<br /> -IQI- GC GAS COCK
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<br /> TRENCH DRAIN:WITH 3"WASTE CONNECTION PROVIDE11. PROVIDE FLEXIBLE GAS CONNECTIONS TO GAS EQUIPMENT. PROVIDE RIGID GAS CONNECTIONS TO EQUIPMENT, OTHER THAN COOKING EQUIPMENT,
<br /> MEA-JOSAM CPS 106 WHERE LOCAL JURISDICTION PROHIBITS THE USE OF FLEXIBLE CONNECTIONS.
<br /> ---III-"-- U. UNION FD-1 FLOOR DRAIN __ __ SEDIMENT TRAP/BUCKET WITH P-TRAP. MODEL#100-DBSI� O
<br /> (OR APPROVED EQUAL) 3 2' DOME BOTTOM STRAINER-NO SOLIDS SHALL ENTER THE
<br /> 12. VERIFY ALL EQUIPMENT AND APPLIANCE CONNEC11ON SIZES PRIOR TO MAKING FINAL CONNECTION. REDUCE BRANCH PIPE SIZING JUST PRIOR TO
<br /> SEWER SYSTEM. 6"WIDE WITH CORROSION RESISTANT CONNECTION' TO UNIT.
<br /> -I- H.B. HOSE BIBB GRATE FIELD VERIFY EXACT LENGTH PRIOR TO START OF
<br /> -Q A.P. ACCESS PANEL WORK, 13. DISINFECTION OF POTABLE WATER SYSTEM:
<br /> 13.1. THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT THE POINTS OF OUTLET.
<br /> O VTR VENT THROUGH ROOF WADE W-1103-STD 5 13.2. THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 PARTS PER MILLION OF
<br /> TD-1 TRENCH DRAIN ALTS:JOSAM 30000-E T' 2' -- -- WITH SATIN BRONZE TOP, &SED. BUCKET. CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO STAND FOR 24 HOURS; OR THE SYSTEM OR PART10
<br /> POC ZURN Z-310
<br /> POINT OF CONNECTION THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING AT LEAST 200 PARTS PER MILLION OF CHLORINE AND ALLOWED TO
<br /> ® STAND FOR 3 HOURS.
<br /> F.S. . FROM
<br /> FLOOR SINK WADE 6004 NH, 1 133. FOLLOWING THE REQUIRED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL THE CHLORINE IS PURGED FRO
<br /> (1/2 GRATE UNLESS NOTED OTHERWISE) C.O. CLEANOUT ALTS: JOSAM 56040 4" -- --
<br /> -- WITH SATIN BRONZE TOP. THE SYSTEM.
<br /> ® ZURN Z-1400 13.4. THE PROCEDURE SHALL BE REPEATED WHERE SHOWN BY A BACTERIAOLOGICAL EXAMINATION THAT CONTAMINATION REMAINS PRESENT IN THE
<br /> F.D. FLOOR DRAIN SYSTEM. �gp>Essro
<br /> F FCW FILTERED COLD WATER DURA-COATED CAST-IRON BODY, GAS AND WATER Ned
<br /> W.C.O. WALL CLEANOUT ZURN Z-1443 LINE -_ -- - TIGHT TAPERED THREAD PLUG,AND NICKEL BRONZE 14. CONTRACTOR SUPPLIED FAUCETS SHALL BE ORDER FROM PRO REPS EXPRESS. CONTACT PERSON: LAURA O'NEIL P:800-820-1073(x13) �w4 �' FLO
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<br /> SIZED SECURED SQUARE, SMOOTH WALL ACCESS COVER F: 714-662-7866 EMAIL- loneil®proreps.com C ��' A
<br /> T.P.R.V. TEMPERATURE & PRESSURE RELIEF VALVE AND FRAME. No. 35091
<br /> FCO FCO FLOOR CLEANOUT
<br /> 15. ALL EXPOSED DRAIN LINES FROM KITCHEN EQUIPMENT TO FLOOR DRAINS AND FLOOR SINKS SHALL BE COPPER. Ex .12-2
<br /> *NOTE: REFER TO DIVISION 15000 MECHANICAL SPECIFICATIONS ON THE SPEC DWGS("SP")FOR ADDITIONAL INFORMATION. 16. A WATER HEATER PRESSURE AND TEMPERATURE RELIEF DRAIN THAT TERMINATES OUTSIDE THE BUILDING SHALL COMPLY WITH SECTION 608.5 CPC
<br /> SCO SCO 2-WAY SERVICE .CLEANOUT 2019.
<br /> 17. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE
<br /> �- GCO GRADE CLEANOUT OFFSETTING HORIZONTALLYOR BEFORE BEING CONNECTED TO ANY OTHER VENT. FLORES
<br /> PLUMBING EQUIPMENT SCHEDULE 18. VENTS LESS THAN SIX (6) INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SHALL BE INSTALLED WITH APPROVED DRAINAGE FITTINGS, MECHANICAL ENGINEERING
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<br /> WCO WALL CLEANOUT MATERIAL„ AND GRADE TO THE DRAIN. 531 Encinitas Blvd Ste 104
<br /> BFP BACKFLOW PREVENIER SYSBOLS LOCATION DESCRIPTION
<br /> 19. INSTALLATION OF SOIL OR DRAIN PIPES IN FOOD HANDLING ESTABLISHMENTS WILL COMPLY WITH SECTION 317.0 GPC. Encinitas CA 92024
<br /> -D41.rF1�-
<br /> NORITZ MODEL NC1991-DV INTERIOR, TANKLESS, 199,000 BTU/HR INPUT, 6.2 GPM AT 60 20• CALIFORNIA MECHANICAL CODE (CMC) 2019, CALIFORNIA PLUMBING CODE (CPC) 2019 AND 2019 TITLE 24 ENERGY STANDARDS ARE THE CODES/ ©marks architects 2020
<br /> CAP WH WH EE FLOOR PLAN DEGREE F RISE,WALL MOUNTED, PRESSURE RELIEF VALVE. FULLY AUTOMATIC STANDARDS THAT ARE APPLICABLE TO THIS PROJECT. ALL REPORTS, PLANS AND
<br /> 1 2 SCONTROLS. CONTRACTOR SHALL PROVIDE 3" PVC COMBINATION VENT/FLUE.PER DETAIL DOCUMENTS PREPARED BY MARKS
<br /> -+- ELBOW TURNED DOWN
<br /> 10/P0.2. SET FOR 140°F OUTPUT WATER TEMPERATURE. ARCHITECTS SHALL REMAIN THE
<br /> EXPANSION TANK: "FLEXCON"WH-B 16 GAUGE- 11"HEIGHT,8" DIAMETER,%a" PROPERTY OF MARKS ARCHITECTS
<br /> CH- ELBOW TURNED UP ET SEE FLOOR PLAN CONNECTION, 10 LBS TOTAL WEIGHT AND IS INTENDED FOR USE FOR THIS
<br /> MAIN DOMESTIC WATER SUPPLY SIZING: GPM FROM FIXTURE UNITS: 43 SPECIFIC PROJECT ONLY,
<br /> BASE ON CPC 2019 TABLE A-2, CHART A-4 OTHERS : 0
<br /> FH FIRE HYDRANT CP CIRC PUMP:"TACO" IN-LINE CIRCULATION PUMP, MODEL#009-SF5,SINGLE PUMP SYSTEM, TOTAL : 43
<br /> SEE FLOOR PLAN 1.0 GPM FLOW, 31 FT HEAD 1/25 HP MOTOR, 3250 RPM, 115V/60HZ/1 PH (OR APPROVED PLANNING SUBMITTAL 11.15.19
<br /> 1 EQUAL) PRESSURE @ STREET • . . . . . .. . . . . . .103 PSI COLD WATER PIPE SIZING
<br /> O O GI GREASE INTERCEPTOR FIELD VERIFY STATIC WATER PRESSURE COLD WATER VELOCITY NOT TO EXCEED
<br /> Q
<br /> TP TRAP PRIMER: "PPP INDUSTRIES"PPRIOR TO START OF WORK 8 FEET PER SECOND2-500 WITH DISTRIBUTION. PROVIDE ACCESS PANEL. PIPE DIA. GPM � FV VELOCITY
<br /> TEE
<br /> 1 SEE FLOOR PLAN INSTALL PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS. FRICTION LOSSES FIXT. UNIT FIXT. UNIT 0
<br /> (E) 1"WATER METER. . . . . . . . 10 PSI 1/2" 2 2 0 8.0 0
<br /> M WM WATER METER GI GREASE INTERCEPTOR: JENSEN PRECAST 1,500 GALLON GREASE INTERCEPTOR WITH SAMPLE EXISTING RPBFP . . . . . . . . . . . . 10 PSI 3/4" 6 7 1.25 8.0 Q
<br /> 1 SEE SITE PLAN BOX, FINAL SIZE TO BE DETERMINED BY LOCAL BUILDING AUTHORITY. 1" 13 18 2.75 8.0
<br /> EQUIP WITH TRAFFIC RATED CAST IRON COVERS. SEE DETAIL 2 SHEET P1.1. NEW REGULATOR. . . . . 10 PSI 1-1/4" 25 40 8.5 8.0 Q
<br /> -� �-- PRV PRESSURE REDUCING VALVE A TOTAL LOSSES 30 PSI 1-1/2" 43 95 33 8.0 Q
<br /> WATER PRESSURE SETTING. . .. . . . . . . . . . . . . . . . . . 70 PSI O 2" 72 235 117 8.0
<br /> 2-1/2" 116 460 335 8,0 Q
<br /> STATIC HEIGHT. . :. . . . . . .. . . . . .. . . . . . . . . . . . . . . . . 15 FEET OQ
<br /> HOT WATER PIPE SIZING
<br /> RESIDUAL PRESSURE .. . . . . . . . 25 PSI (D COLD WATER VELOCITY NOT TO EXCEED A
<br /> ABBREVIATIONS 5 FEET PER SECOND
<br /> FIXTURE DATA AND WATER CALCULATION LENGTH OF DOMESTIC WATER SYSTEM. . . . 270 FEET q� PIPE DIA. GPM FT FV VELOCITY BUILDING TYPE: 68' PROTOTYPE
<br /> FROM WATER METER TO THE FURTHEST FIXT. UNIT FIXT. UNIT
<br /> ABV. ABOVE I.W. INDIRECT WASTE
<br /> RUN 1/2" 2 2 0 5.0 PLAN VERSION: NOV 2019
<br /> BEL. BELOW I.E. INVERT ELEVATION DESCRIPTION NO. OF FIXT WFU 'S DFU'S CW HW SEWER 3/411 6 7 1.25 5.0 CONSTR. DIRECTOR John Treadwell
<br /> CLG. CEILING M.C. MECHANICAL CONTRACTOR PSI AVAILABLE l'J 0 (D 0 1" 11 15 2.25 5,0
<br /> DN. DOWN O.D. OVERFLOW DRAIN WATER CLOSET(FLUSH VALVE TYPE) 2 5.0 4.0 10.0 0 8.0 FOR DROP'FORMULA 70' - E25 + ( 15 x 0.43 38.6 1-1/4" 18 26 4 5.0 SITE NUMBER: -
<br /> DTR. DOWN THROUGH ROOF P.C. PLUMBING CONTRACTOR n 1-1/2" 27 45 10 5.0 STORE NUMBER:
<br /> E.C. ELECTRICAL CONTRACTOR PSI (G) POUNDS PER SQ. INCH (GAUGE) LAVATORY(FAUCET) 2 1.0 1.0 2.0 1.5 2.0 ALLOWABLE G 0
<br /> F.U. FIXTURE UNITS R.D. ROOF DRAIN TYP TYPICAL URINAL 1 4.0 2.0 4.0 0 2.0 DROP FC?RMULA: 100 x 38.6 + 270 = 14.3 PSI/100'
<br /> FLR. FLOOR UON UNLESS OTHERWISE NOTED
<br /> GPH. GALLONS PER HOUR UTR UP THROUGH ROOF 3 COMPARTMENT SINK 1 1.5 3.0 1.5 1.1 3.0 *CONTRACTOR TO VERIFY WATER PRESSURE PROVIDE
<br /> GPM. GALLONS PER MINUTE VTR VENT THROUGH ROOF PRESSURE!REGULATOR IN THE EVENT WATER PRESSURE
<br /> GPF. GALLONS PER FLUSH W/ NTH PREP SINK 1 1.5 3.0 1.5 1.1 3.0 ENTERING THE BUILDING IS OVER 80 PSI.
<br /> G.C. GENERAL CONTRACTOR HAND SINK 2 2.0 2.0 4.0 3.0 4.0
<br /> GR. GRADE
<br /> HDR. HEADER MOP SINK 1 3.0 3.0 3.0 2.3 3.0
<br /> TRENCH/FLOOR DRAIN 8 0 2.0 0 0.0 16.0
<br /> PIPE MATERIAL SCHEDULE FLOOR SINK 5 0 2.0 0 0.0 10.0 AGENCY REVIEW DRAWINGS
<br /> 1ST HOSE BIBB 1 2.5 0 2.5 0.0 0 THE ENGINEER ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS MADE FROM
<br /> ADDTL. HOSE BIBB 3 1.0 0 3.0 0.0 0 THESE DRAWINGS(REFER TO SHEET INDEX AND PRINT DATE). THESE DRAWINGS
<br /> HAVE BEEN ISSUED FOR AGENCY REVIEWS AND HAVE BEEN PRINTED PRIOR TO 15107 OLD HARLAN RD
<br /> SOIL WASTE. VENT PIPE TOTAL WFU'S, DFU'S 0 0 31.5 9.0 51.0 OBTAINING BUILDING PERMIT AND COORDINATED AND REFINED ENGINEERING AND LATHROP CA
<br /> ABOVE GRADE - ABS OR PVC SCHEDULE 40 PIPE AND FITTINGS SOLID CORE
<br /> ARE SUBJECT TO REVISION. FINAL CONTRACT DOCUMENTS SHALL BE ISSUED AT A
<br /> LATER DATE. NONE
<br /> BELOW GRADE - ABS OR PVC SCHEDULE 40 PIPE AND FITTINGS SOLID CORE
<br /> PRESSURIZED - PVC SCHEDULE 40 PIPE AND FITTINGS SOLID CORE WATER TESTING REQUIREMENTS AGENCIES INCLUDE CITY PLAN DEPARTMENTS.
<br /> WATER PIPING ABOVE GRADE
<br /> COPPER TYPE L PLUMBINGHARD DRAWN WITH LEAD FREE SOLDER.
<br /> WATER PIPING BELOW GRADE
<br /> COPPER TYPE "K" HARD DRAWN WITH LEAD FREE SOLDER. WATER TESTING REQUIREMENTS SHOULD BE PROVIDED PRIOR TO START OF PLUMBING DESIGN. OBTAIN WATER HARDINESS INFORMATION FROM YOUR LOCAL WATER AUTHORITY OR CONTACT: SCHEDULES
<br /> CONDENSATE DRAIN ABOVE GRADE LARRY GOETZ AT COMMERCIAL INDUSTRIAL DIVISION OF CULLIGAN - 317-591-9999 - TO OBTAIN TEST.
<br /> COPPER (INSULATED) TYPE "M" HARD DRAWN W/ 95-5 TIN ANTIMONY SOLDER. IF WATER HARDINESS IS OVER 10g Pg OR 170 ppm, PROVIDE WATER SOFTENER PER OPTION 1 AS NOTED ON PROTOTYPICAL PLANS.
<br /> NATURAL GAS
<br /> SCHEDULE 40 BLACK STEEL. OUTDOORS SHALL BE GALVANIZED. FOR CORPORATE STORES, CONTRACTOR SHALL CONTACT CULLIGAN AFTER INSTALLATION AND CONFIRM THEY HAVE A SERVICE AGREEMENT WITH OWNER FOR STARTUP AND MAINTENANCE OF
<br /> EQUIPMENT
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