|
PLUMBING FIXTURE SCHEDULE 'A'
<br />MARK
<br />MAKE/MODEL
<br />TRIM
<br />ACCESSORIES
<br />WC -1
<br />AMERICAN
<br />1.28 GPF 14' NON -ADA TANK TYPE ELONGATED WATER CLOSET,
<br />BENEKE 523 ELONGATED
<br />4"
<br />STANDARD CADET
<br />495-2121-00 POLISHED CHROME HANDLE, BRASSCRAFT KTSR10FC
<br />SEAT, NON LOCKING
<br />1/2"
<br />2467.100
<br />STOP, B1-12DLF HOSE, WAX RING, RIGHT HAND 12'RI, LOOSE KEY,
<br />COVER,
<br />1/2"
<br />1/2"
<br />COLOR BY ARCHITECT.
<br />FD -1
<br />L-1
<br />AMERICAN
<br />WALL HUNG LAVATORY, W/ FAUCET (MUST BE 0.5GPM, VERIFY MAKE
<br />RI PER ADA
<br />MODEL:JOSAM 30003
<br />STANDARD
<br />AND MODEL WITH OWNER), ZURN ZW1017 MIXING VALVE, DEARBORN
<br />REQUIREMENTS
<br />TRAP PRIMER
<br />LUCERINE
<br />760W-1 GRID DRAIN & PVC P -TRAP BRASSCRAFT KTSRIOFC STOPS &
<br />FD -2
<br />{NOT FLUSHED)
<br />0356.028
<br />B -16A SUPPLY HOSES PLUMBEX 2002 P -TRAP & ANGLE STOP
<br />PUBLIC
<br />ZURN: Z320
<br />6"0 PVC SLEEVE WITH 4"0
<br />INSULATI❑N. COLOR BY ARCHITECT.
<br />12 X 12 SQUARE GRATE TOP DRAIN, 9" DEEP, DURA -COATED CAST IRON BODY, BOTTOM OUTLET, LOOSE SET CAST IRON
<br />L-2
<br />ADVANCE-TABC❑
<br />10'xl4'x5' SINK BOWL WITH SOAP DISPENSER, PAPERTOWEL
<br />FURNISHED BY OTHERS
<br />FLOOR SINK
<br />7 -PS -80/7 -PS -17
<br />DISPENSER, 2 WELDED 7-3/4' HIGH SIDE SPLASHES, SPLASH
<br />AND INSTALLED BY
<br />ZURN-566-GT-AR
<br />WATER
<br />MOUNTED 4'O.C. GOOSENECK FAUCET W/ AERATOR AND BUILT-IN
<br />PLUMBING CONTRACTOR
<br />2016 CPC
<br />PLAN FOR SIZE
<br />OVERFLOW.
<br />HB
<br />3CS-1
<br />ADVANCE TABC❑
<br />3 COMPARTMENT POT SINK COMPLETE WITH ADVANCE TABCO 15'
<br />REFER TO KITCHEN
<br />WOODFORD: MODEL 24C
<br />FU
<br />SWING SPOUT, 18x18 SINK BASINS, 2-24 DRAIN BOARDS,
<br />DRAWINGS FOR EXACT
<br />FU
<br />FU
<br />JOSAM:
<br />SIZE
<br />1CS-1
<br />ADVANCE TABC❑
<br />1 COMPARTMENT PDT SINK COMPLETE WITH ADVANCE TABC❑ 15'
<br />REFER TO KITCHEN
<br />MODEL: 71000
<br />2"
<br />SWING SPOUT, 18x18 SINK BASINS, 24' DRAIN BOARD.
<br />DRAWINGS FOR EXACT
<br />2:5
<br />SIZE
<br />MS -1
<br />STERN-WILLIAMS:
<br />TERRAZZO MOP SINK, W/INTEGRAL STRAINER AND DRAIN, PIPE,
<br />2016 CEC
<br />SERVICEPTOR
<br />AMERICAN STANDARD 8345.110 FAUCET. COLOR BY ARCHITECT.
<br />SERVICE. COORDINATE WITH LOCAL JURIDUCTIONS.
<br />-
<br />SB -700
<br />bDEL: WATTS 007(1-1/4")
<br />_ ._._...._......................
<br />1/2"
<br />S--1
<br />CUSTOM
<br />CUSTOM STAMPED STAINLESS STEEL (SS) SINK W/JDP 35 DRAINS,
<br />REFER TO ARCH DRAWINGS
<br />1
<br />STAINLESS
<br />CHICAGO 895-317CP DECK MOUNTED LEVER FAUCET WITH WRIST OR
<br />FOR ADA MOUNTING
<br />CONTRACTOR SHALL KEEP ALL INSTALLATION INSTRUCTIONS FOR PLUMBING FIXTURES, ACCESS DOORS, SEALING MATERIAL, FIRE
<br />STEEL SINK BY
<br />ELBOW CONTROLS. ADA COMPLIANT WITHOUT AERATOR, BRASSCRAFT
<br />HEIGHT. VERIFY MAKE &
<br />BACK FLOW PREVENTER
<br />OTHERS
<br />KTSR17FC STOPS & B -16A SUPPLY HOSES PLUMBEX 2002 P -TRAP &
<br />MODEL W/ OWNER
<br />MODEL: WATTS 007 { 3/4")
<br />ANGLE STOP INSULATION.
<br />WATER FILTERATION SYSTEM BACK FLOW PREVENTER: SERIES 007 DOUBLE CHECK VALVE ASSEMBLIES PREVENT THE BACKFLOW OF
<br />ET -1
<br />STATE TW -5
<br />1 GALLON ACCEPTANCE VOLUME,
<br />HWCP-1
<br />B&G BRONZE
<br />BRONZE TRIM AND BRONZE IMPELLAR, SNAP ON AQUA STAT, SNAP ON
<br />INSTALL CIRCUIT SETTER
<br />......2"... ......
<br />CIRCULATOR,
<br />TIMECLOCK, 12OV, 1/12 HP, 2 GPM@12' HD.
<br />IN LINE, SET AT 120gF
<br />-
<br />NBF-10S/LW
<br />MODEL: WATTS D07
<br />IWH-1
<br />RHEEM RTGH-84
<br />SINGLE POINT USE INSTANTANE❑US HOT WATER HEATER, 4 GPM, 8011F
<br />-
<br />RISE, 12OV, 1A. 199 MBH INPUT. SET LEAVING WATER TEMP AT
<br />1
<br />2"
<br />1 1/2" ,..:
<br />11011F MAX. PROVIDE CONCENTRIC COMBUSTION AIR/DISCHARGE FLUE THRU ROOF,
<br />112`
<br />GT -1
<br />PARK
<br />H-20 TRAFFIC RATED 750 GALLON GREASE INTERCEPTOR,
<br />PROVIDE PEA GRAVEL IN
<br />ENVIRONMENTAL
<br />2-24"0 CAST IRON GASKETED MANHOLE COVERS AND GRADE RINGS
<br />BOTTOM AND ALL OTHER
<br />PLUMBING CONTRACTOR SHALL SUBMIT 7 SETS OF SUBMITTALS FOR REVIEW AND COMMENT BY THE ENGINEER AND ARCHITECT OF
<br />EQUIPMENT
<br />AS REQUIRED FOR 18' DEPTH OF BURY FROM FLATWORK/GRADE, TWO
<br />FILL MATERIALS PER
<br />__-.............._._............
<br />2"
<br />GT -750
<br />COMPARTMENTS WITH 4' INLET AND OUTLET.
<br />DETAIL ?/?
<br />SW -1
<br />PARK
<br />SEWER VIEWER POLYETHYLENE WASTEWATER SAMPLING PORT, 4'
<br />„ 2
<br />3
<br />ENVIRONMENTAL
<br />ACCESS WAY WITH 4' . C❑NNECTI❑NS.
<br />�r PROJECT AND SHALL MAKE THE
<br />RECORD FOR THE FIXTURES LISTED AND THE MATERIAL T❑ BE USED AND INSTALLED ON THIS PRO
<br />EQUIPMENT
<br />MOPIJAN SINK
<br />.........
<br />1
<br />3
<br />SWB-244
<br />11
<br />�
<br />"
<br />314
<br />PLUMBING FIXTURE SCHEDULE 'B'
<br />;m.... _._.W..... - .._.
<br />,FRICTION LOSS PSV100' =PRESSURE AVAILABLE /(DEVELOPED LENGTH/100')_
<br />TAG
<br />FIXTURE
<br />DESCRIPTION
<br />FAUCETS/FITTINGS
<br />PLUMBING NOTES:
<br />REFERENCE PRODUCT
<br />-
<br />4"
<br />JOSAM 30000 SERIES COATED CAST IRON FLOOR DRAIN, TWO-PIECE BODY WITH DOUBLE DRAINAGE FLANGE AND 1/2" PRIMER TAP
<br />LAVATORY/ HAND SINK
<br />1/2"
<br />1/2"
<br />2"
<br />FIXTURE CONNECTION SCHEDULE
<br />WITH PLUG, BOTTOM OUTLET, WEJLOC@ INVERTIBLE NON -PUNCTURING FLASHING COLLAR WITH WEEPHOLES, THREADED TO RECEIVE A
<br />1/2"
<br />1/2"
<br />ALL WORK SHALL CONFORM TO THE FOLLOWING C❑DESI
<br />FD -1
<br />FLOOR DRAIN
<br />JOSAM ADJUSTABLE STRAINER.
<br />-
<br />ICE -MAKER CONNECTION BOX
<br />MODEL:JOSAM 30003
<br />-
<br />FLOOR DRAIN
<br />CAST IRON BODY WITH WHITE ACID RESISTANT EPDXY COATED INTERIOR, NICKEL BRONZE FLUSHING RIM TDP RECESSED HINGED
<br />TRAP PRIMER
<br />1/2"
<br />-
<br />FD -2
<br />{NOT FLUSHED)
<br />GRATE
<br />-
<br />PUBLIC
<br />ZURN: Z320
<br />6"0 PVC SLEEVE WITH 4"0
<br />12 X 12 SQUARE GRATE TOP DRAIN, 9" DEEP, DURA -COATED CAST IRON BODY, BOTTOM OUTLET, LOOSE SET CAST IRON
<br />2016 CBC
<br />PLUMBINGSER
<br />_---
<br />FS -1
<br />FLOOR SINK
<br />SECONDARY STRAINER, NO HUB, ACID RESISTING EPDXY COATED FINISH.
<br />-
<br />WATER
<br />ZURN-566-GT-AR
<br />WATER
<br />SEWER
<br />-._._-_.......
<br />ANTI -SIPHON VACUUM BREAKER BRASS EXTERIOR FINISH, WHEELE HANDLE WITH OPTIONAL LOOSE KEY TEE, BRASS CONSTRUCTION
<br />2016 CPC
<br />PLAN FOR SIZE
<br />FIXTURE.......
<br />HB
<br />HOSE BIBB
<br />WITH ADJUSTABLE PACKING NUT, TEFLON IMPREGNATED PACKING AND STANDARD '0' RING
<br />TRAP
<br />COLD
<br />WOODFORD: MODEL 24C
<br />FU
<br />FU
<br />FU
<br />FU
<br />JOSAM:
<br />WCO
<br />WALL CLEAN OUT
<br />CAST IRON CLEANOUT TEE WITH INLET/OUTLET SPIGOT AND THEREADED BRASS PLUG, WITH STAINLESS STEEL ACCESS COVER
<br />WATER CLOSET FT
<br />1
<br />MODEL: 71000
<br />2"
<br />3"
<br />MAIN BACK FLOW PREVENTER:SERIES 007 DOUBLE CHECK VALVE ASSEMBLIES PREVENT THE BACKFLOW OF CONTAMINATED WATER
<br />2:5
<br />4
<br />_..______..._...._
<br />2,5
<br />INTO THE POTABLE WATER SUPPLY. IT CONSISTS OF A BRONZE (1-1/4 IN) BODY CONSTRUCTION THAT IS EASY TO MAINTAIN AND
<br />4
<br />2016 CEC
<br />BFP-1
<br />IBACK FLOW PREVENTER
<br />SERVICE. COORDINATE WITH LOCAL JURIDUCTIONS.
<br />-
<br />1-1/2"
<br />bDEL: WATTS 007(1-1/4")
<br />_ ._._...._......................
<br />1/2"
<br />.
<br />112"
<br />WATER HEATER BACK FLOW PREVENTER: SERIES 007 DOUBLE CHECK VALVE ASSEMBLIES PREVENT THE BACKFLOW OF CONTAMINATED
<br />1
<br />1
<br />1
<br />1
<br />WATER INTO THE POTABLE WATER SUPPLY. IT CONSISTS OF A BRONZE (3/4 IN) BODY CONSTRUCTION THAT IS EASY TO MAINTAIN
<br />CONTRACTOR SHALL KEEP ALL INSTALLATION INSTRUCTIONS FOR PLUMBING FIXTURES, ACCESS DOORS, SEALING MATERIAL, FIRE
<br />KITCHEN SINK
<br />BFP-2
<br />BACK FLOW PREVENTER
<br />AND SERVICE.
<br />-
<br />'
<br />.......112 --..-..--.-1/2'
<br />MODEL: WATTS 007 { 3/4")
<br />.5......._....
<br />WATER FILTERATION SYSTEM BACK FLOW PREVENTER: SERIES 007 DOUBLE CHECK VALVE ASSEMBLIES PREVENT THE BACKFLOW OF
<br />......... ..
<br />2
<br />ITE IN WATERPROOF POUCHES FOR THE INSPECTING AUTHORITY FOR THEIR REVIEW,
<br />CONTAMINATED WATER INTO THE POTABLE WATER SUPPLY. IT CONSISTS OF A BRONZE (1/2 IN) BODY CONSTRUCTION THAT IS EASY
<br />'L CC3MP S[NK..................................................
<br />.........
<br />......2"... ......
<br />BFP-3
<br />BACK FLOW PREVENTER
<br />TO MAINTAIN AND SERVICE.
<br />-
<br />MODEL: WATTS D07
<br />(LENGTH FROM METER OR PRV TO FURTHEST FD(TURE)
<br />SUBMITTALS
<br />PROVIDE SEVEN SETS OF SUBMITTALS FOR REVIEW,
<br />INSTALLATI❑N
<br />BRACE ALL PIPE AND DUCT SYSTEMS PER SMACNA SEISMIC RESTRAINT GUIDELINES INCLUDING CHANGES OF DIRECTION AND
<br />CHANGES IN ELEVATION OF MORE THAN 10'.
<br />CPVC INSTALLATION
<br />INSTALLATI❑N OF CPVC FOR NEW AND REPLACEMENT SYSTEMS MUST COMPLY WITH THE REQUIREMENTS AS STATED IN CHAPTER 6
<br />AND INSTALLATI❑N STANDARDS IAPM❑ IS -20-2005, ALL PROCEDURES MUST BE FOLLOWED FOR FLUSHING AND WORKER SAFETY
<br />MEASURES. INCLUDED ARE THE PENALTIES AS STATED ON CHAPTER 6 (g), ANY CONTRACTOR OR SUBCONTRACTOR FOUND TO
<br />HAVE FAILED TO COMPLY WITH THE VENTILATI❑N GLOVE OR FLUSHING REQUIREMENTS OF SECTI❑N 12.2 OF APPENDIX I OF THIS
<br />CODE, INSTALLATION STANDARDS FOR CPVC SOLVENT CEMENT HOT AND COLD WATER DISTRIBUTION SYSTEMS. IAPM❑ IS -20-2005
<br />SHALL BE SUBJECT TO THE PENALTIES ON HEALTH AND SAFETY CODE, DIVISION 13, PART 15 CHAPTER 6 SECTION 17995.
<br />IN ADDITION IF DURING THE CONDUCT OF ANY BUILDING INSPECTION, THE BUILDING OFFICIAL FINDS THAT THE VENTILATION
<br />AND GLOVE REQUIREMENTS OF SECTI❑N 1.2.2 OF APPENDIX I OF THIS CODE, SPECIAL REQUIREMENTS FOR CPVC INSTALLATION
<br />WITHIN RESIDENTIAL BUILDINGS ARE BEING VIOLATED, BUILDING OFFICIAL SHALL CITE THE CONTRACTOR OR SUBCONTRACTOR
<br />FOR THE VIOLATI❑N UNDER THE CALIFORNIA PLUMBING CODE,
<br />FIXTURE BRANCH CONNECTION SCHEDULE
<br />;m.... _._.W..... - .._.
<br />,FRICTION LOSS PSV100' =PRESSURE AVAILABLE /(DEVELOPED LENGTH/100')_
<br />...........................
<br />_ :. _...
<br />HOT WATER
<br />5.37 PSI/10OFT'
<br />VENT
<br />PLUMBING NOTES:
<br />1/2"
<br />-
<br />4"
<br />2"
<br />LAVATORY/ HAND SINK
<br />1/2"
<br />1/2"
<br />2"
<br />FIXTURE CONNECTION SCHEDULE
<br />MOP SINK
<br />1/2"
<br />1/2"
<br />ALL WORK SHALL CONFORM TO THE FOLLOWING C❑DESI
<br />2"
<br />FLOOR DRAIN REFER TO PLAN FOR SIZES
<br />SINK REFER TO PLAN FOR SIZES
<br />WALL CLEANOUT REFER TO PLAN FOR SIZES
<br />ICE -MAKER CONNECTION BOX
<br />3/8"
<br />-
<br />2"
<br />2"
<br />TRAP PRIMER
<br />1/2"
<br />-
<br />CONNECTION SIZES
<br />-
<br />NOTE:
<br />PIPE SIZES SHOWN ARE MINIMUM.
<br />PUBLIC
<br />DEMAND
<br />6"0 PVC SLEEVE WITH 4"0
<br />CLEANOUT RISER PIPE
<br />2016 CBC
<br />PLUMBINGSER
<br />_---
<br />.----.-QTY
<br />ANITARY
<br />WATER'
<br />WATER
<br />SEWER
<br />WATER
<br />SEWER
<br />-._._-_.......
<br />SEE PLUMBING FLOOR
<br />2016 CPC
<br />PLAN FOR SIZE
<br />FIXTURE.......
<br />GRADE
<br />SEWER
<br />VENT
<br />TRAP
<br />COLD
<br />HOT
<br />FU
<br />FU
<br />FU
<br />FU
<br />2016 CMC
<br />WATER CLOSET FT
<br />1
<br />3"
<br />2"
<br />3"
<br />1`0
<br />2:5
<br />4
<br />_..______..._...._
<br />2,5
<br />4
<br />2016 CEC
<br />_W...._-...__..__.._..__.._.._.
<br />LAV
<br />= 1
<br />2"
<br />1-1/2"
<br />1-1/4"
<br />_ ._._...._......................
<br />1/2"
<br />.
<br />112"
<br />.._....-,..-.........
<br />1
<br />1
<br />1
<br />1
<br />CONTRACTOR SHALL KEEP ALL INSTALLATION INSTRUCTIONS FOR PLUMBING FIXTURES, ACCESS DOORS, SEALING MATERIAL, FIRE
<br />KITCHEN SINK
<br />1
<br />__._._._._._._..........
<br />2"
<br />1112..
<br />.-._.-.__-.w.:...:.
<br />1-1/2
<br />__.','.._....
<br />'
<br />.......112 --..-..--.-1/2'
<br />.............
<br />.5......._....
<br />......... ..
<br />2
<br />ITE IN WATERPROOF POUCHES FOR THE INSPECTING AUTHORITY FOR THEIR REVIEW,
<br />'L CC3MP S[NK..................................................
<br />.........
<br />......2"... ......
<br />1,
<br />F
<br />R
<br />1_5j___
<br />HAND WASH
<br />1
<br />2"
<br />1 1/2" ,..:
<br />1-1/4"_.........
<br />112`
<br />1/21
<br />1
<br />PLUMBING CONTRACTOR SHALL SUBMIT 7 SETS OF SUBMITTALS FOR REVIEW AND COMMENT BY THE ENGINEER AND ARCHITECT OF
<br />.___......_..___.._.._........
<br />3 COMP SINK
<br />1
<br />__-.............._._............
<br />2"
<br />1-112"
<br />1-112"
<br />_.....................................
<br />1/2
<br />1/2"
<br />_.....
<br />3
<br />„ 2
<br />3
<br />_......_
<br />2
<br />�r PROJECT AND SHALL MAKE THE
<br />RECORD FOR THE FIXTURES LISTED AND THE MATERIAL T❑ BE USED AND INSTALLED ON THIS PRO
<br />MOPIJAN SINK
<br />.........
<br />1
<br />3
<br />.:_.
<br />2
<br />11
<br />�
<br />"
<br />314
<br />,
<br />3l4
<br />�
<br />3
<br />3
<br />3
<br />APPROPRIATE CHANGES AS DIRECTED BY THE ENGINEER AND ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.
<br />.............. _._.__..___._______.WW......__
<br />ICE MACHINE
<br />�.
<br />_.-.
<br />-
<br />1/2'
<br />:-:...
<br />SODACARI3ONATOR
<br />0
<br />-.......
<br />-
<br />1/2'
<br />1
<br />MATERIALS[
<br />FD 211
<br />2
<br />2"
<br />1-112„
<br />W
<br />2"
<br />-
<br />0
<br />4
<br />0
<br />S
<br />COLD AND HOT WATER
<br />TYPE L COPPER ABOVE GROUND AND TYPE K BEL ❑W. FURNISH SHUTOFF VALVES WHERE SHOWN. SHUT OFF VALVES SHALL
<br />FD - 311
<br />......._ _....:.:
<br />_.....0
<br />qq
<br />........
<br />2 ........._
<br />.,. 3„ ......_........__
<br />...... .........
<br />__.._..........,.
<br />,a
<br />_.._..... 6
<br />......._.
<br />_...,_._...__.._..
<br />BE BALL TYPE WITH TEFLON SEATS, STAINLESS STEEL BALL, AND DOUBLE O-RING STEM 1/4 TURN, VALVES TO BE RATED FOR
<br />FLOOR SINK 2"
<br />6
<br />2"11,12
<br />_.-_.-.-----.._.............:..
<br />2"
<br />-.___.._-.
<br />-?
<br />:.:.:....._._._-._`-..-.-.-..-.
<br />04
<br />WOG SERVICE, PROVIDE DIELECTRIC UNIONS AT ALL DISSIMILAR METAL CONNECTIONS, INSULATE HOT WATER SUPPLY AND
<br />FLOOR SINK 3"
<br />0
<br />3"
<br />1-112"
<br />3"
<br />-
<br />- -_
<br />--__-_--
<br />0
<br />6
<br />_...:_........... 0
<br />0
<br />RETURN LINES W/1' FIBERGLASS ASJ MEETING THE REQUIREMENTS OF T-24 MANDATORY FEATURES.
<br />___-------._..-._-.-.-
<br />HOSEBIBS - 112" 1st ' �
<br />__.._._..._......_.._.....
<br />0
<br />-
<br />_.-_-----------------..-
<br />-
<br />.....
<br />...W......._...._...._.-_.
<br />112"
<br />2.5
<br />0
<br />0
<br />0
<br />SCH 40 CPVC BELOW GRADE OUTSIDE, SIZE AS INDICATED [IN THE DRAWINGS. CONTRACTOR SHALL COORDINATE HIS WORK WITH
<br />HOSEBIBS -314" 1st
<br />0
<br />-
<br />-
<br />112`
<br />-
<br />2.5
<br />1
<br />1
<br />0
<br />0
<br />0
<br />0
<br />(1
<br />OTHER TRADES. CONTRACTOR SHALL DISINFECT WATER LINES PER AWA GUIDELINES AND PR❑VIDE THREE COPIES FROM AN
<br />HOSEBIBS -after 1st
<br />0
<br />-
<br />-
<br />112'
<br />48
<br />INDEPENDENT TEST LAB. WATER SHALL BE TESTED FOR WATER BORNE BACTERIUM, SPORIDIUM AND OTHER PATHOGENS AT THE
<br />TOTALS
<br />16
<br />14 5
<br />TIME OF OCCUPANCY AND CERTIFY THE SYSTEM PASSED THESE TESTS,
<br />'
<br />SYSTEM IS PREDOMINANTLY
<br />FLUSH TANK, FROM CHART A 103.1 OF THE CPC, THE MINIMUM FLOW IS 15 GPM; AN 1-1/4" WATER
<br />TEST WATER LINES AT 1.5 TIMES WORKING PRESSURE FOR LEAKS, NOT TO EXCEED 100 PSIG. HOLD PRESSURE FOR 24 HOURS.
<br />SERVICE IS ADEQUATE FOR THIS BUILDING- A4" SS LINE IS ADEQUATE' FOR DRAINAGE_
<br />SEWER AND RWL'S - ABS PIPE AND FITTINGS ABOVE AND BELOW GRADE, CI PIPE WITH ESCUTCHEONS WHERE PROHIBITED BY
<br />CODE AND THE LOCAL JURISDICTION. CLEANOUTS SHALL BE PROVIDED EVERY 100 FT AND AT EACH CHANGE OF DIRECTION
<br />GREATER THAT 90". USE OF ABS PIPE IS LIMITED TO BUILDINGS 2 OR LESS ST❑RIES IN HEIGHT AND CANNOT BE USED WITHIN
<br />PER 1`.
<br />WATER
<br />HEATER
<br />SIZER
<br />FIRE RATED ASSEMBLIES. ALL SEWER LINES SHALL BE SLOPED AT A MINIMUM OF 1/4'
<br />Plumb nq... Fixture Demand h
<br />Total demand
<br />h
<br />entllVg water
<br />VENT LINES -SEE SEWER LINES,
<br />.
<br />Cit HI Lo
<br />Hi
<br />Lo
<br />Tem
<br />HVAC CONDENSATE DRAIN LINES - TYPE 'M' COPPER PIPE AND FITTINGS INSIDE BUILDING AND SCH 40 PVC PIPE OUTSIDE
<br />( • t S rI 2D 15
<br />SI I 0 I k
<br />fir'•''-.--.
<br />20
<br />15
<br />_...........
<br />BUILDING. PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION AND AT COIL CONNECTION,
<br />E :....
<br />'" 45
<br />1 Triple I}C)
<br />60
<br />45
<br />' S PER SECTION 702,2 AND 1106.2.2 RESPECTIVELY, TEST CONDENSATE DRAIN LINES USING
<br />TEST SS AND RWL S DRAIN LINE
<br />_SlrilC W60
<br />_
<br />2IaVaOrj/__.._...__...._.._:._.._... 5
<br />Y
<br />10
<br />10
<br />_
<br />....._ .._..._.
<br />N 1106,2,2
<br />SECTION
<br />.dish._mac ine._..»- 74 74
<br />OW._,.
<br />0
<br />_.
<br />1 Cook sink 10 10
<br />......... ...... ..
<br />10
<br />-w. .........
<br />10
<br />A...,....,.
<br />-
<br />GAS-
<br />1 M0 Sink 15 15
<br />I...
<br />15
<br />15
<br />5 PSI SERVICE - 2-1/2" AND SMALLER SHALL BE SCH 40 GI SCREWED PIPE AND FITTINGS. 3' AND LARGER SHALL BE SCH
<br />115
<br />95-
<br />50 150
<br />40 WELDED PIPE AND FITTINGS, EXPOSED PIPE SHALL BE GALVANIZED. BURIED PIPE SHALL BE COVERED WITH X -TRU COAT.
<br />_Totals ..__
<br />ALL PIPE INSIDE BUILDING SHALL BE WELDED,
<br />Water Tem p Rise 100
<br />.
<br />7' WC SERVICE - SCH 40 GALVANIZED IRON PIPE AND FITTINGS OUTSIDE BUILDING AND SCH 40 BLACK IRON PIPE INSIDE
<br />......... ....
<br />BUILDING. PAINT WHERE EXPOSED TO INTERIOR FINISHES,
<br />_. .... .
<br />........
<br />Hot Water Heater Sizing GAS
<br />ELECTRIC
<br />TEST 7-11" WC GAS AND LPG LINES USING AIR AT 15 PSIG. OBSERVE F❑R 24 HOURS FOR LEAKAGE. TEST ALL GAS LINES
<br />PHy°.(Te111.p...RISe)*$_33/ETF(. 0 136850;btuh
<br />40.10 kw
<br />WITH HIGHER PRESSURES THAN 11" WC AT 1.5 TIMES WORKING PRESSURE, MINIMUM PRESSURE OF 50 PSIG. HOLD TEST FOR 24
<br />`
<br />_. ........ ,
<br />....
<br />HOURS,
<br />Use.. State..Rheem RTGH-84,_J. ...m�h:.Inn. t.WH.=.....
<br />I
<br />FIXTURES.____...._.._...._._....._..._..
<br />ROUGH IN ALL ACCESSIBLE FIXTURES PER THE DETAILS FOUND IN CBC CHAPTER 11, THE ARCHITECTURAL DRAWINGS AND LOCAL
<br />I
<br />....... , __.._....m . _.. ..... .......
<br />3 _Wieerschniizel_ Stockton, CA _ _
<br />_....... -_
<br />......
<br />CODE REQUIREMENTS. NOTIFY ARCHITECT IN WRITING OF CONFLICTS,
<br />'130 W Harding Way
<br />_----------
<br />SUBMITTALS
<br />PROVIDE SEVEN SETS OF SUBMITTALS FOR REVIEW,
<br />INSTALLATI❑N
<br />BRACE ALL PIPE AND DUCT SYSTEMS PER SMACNA SEISMIC RESTRAINT GUIDELINES INCLUDING CHANGES OF DIRECTION AND
<br />CHANGES IN ELEVATION OF MORE THAN 10'.
<br />CPVC INSTALLATION
<br />INSTALLATI❑N OF CPVC FOR NEW AND REPLACEMENT SYSTEMS MUST COMPLY WITH THE REQUIREMENTS AS STATED IN CHAPTER 6
<br />AND INSTALLATI❑N STANDARDS IAPM❑ IS -20-2005, ALL PROCEDURES MUST BE FOLLOWED FOR FLUSHING AND WORKER SAFETY
<br />MEASURES. INCLUDED ARE THE PENALTIES AS STATED ON CHAPTER 6 (g), ANY CONTRACTOR OR SUBCONTRACTOR FOUND TO
<br />HAVE FAILED TO COMPLY WITH THE VENTILATI❑N GLOVE OR FLUSHING REQUIREMENTS OF SECTI❑N 12.2 OF APPENDIX I OF THIS
<br />CODE, INSTALLATION STANDARDS FOR CPVC SOLVENT CEMENT HOT AND COLD WATER DISTRIBUTION SYSTEMS. IAPM❑ IS -20-2005
<br />SHALL BE SUBJECT TO THE PENALTIES ON HEALTH AND SAFETY CODE, DIVISION 13, PART 15 CHAPTER 6 SECTION 17995.
<br />IN ADDITION IF DURING THE CONDUCT OF ANY BUILDING INSPECTION, THE BUILDING OFFICIAL FINDS THAT THE VENTILATION
<br />AND GLOVE REQUIREMENTS OF SECTI❑N 1.2.2 OF APPENDIX I OF THIS CODE, SPECIAL REQUIREMENTS FOR CPVC INSTALLATION
<br />WITHIN RESIDENTIAL BUILDINGS ARE BEING VIOLATED, BUILDING OFFICIAL SHALL CITE THE CONTRACTOR OR SUBCONTRACTOR
<br />FOR THE VIOLATI❑N UNDER THE CALIFORNIA PLUMBING CODE,
<br />FIXTURE BRANCH CONNECTION SCHEDULE
<br />FIXTURE
<br />COLD WATER
<br />HOT WATER
<br />WASTE
<br />VENT
<br />WATER CLOSET (TANK)
<br />1/2"
<br />-
<br />4"
<br />2"
<br />LAVATORY/ HAND SINK
<br />1/2"
<br />1/2"
<br />2"
<br />1-1/2'
<br />MOP SINK
<br />1/2"
<br />1/2"
<br />3"
<br />2"
<br />FLOOR DRAIN REFER TO PLAN FOR SIZES
<br />SINK REFER TO PLAN FOR SIZES
<br />WALL CLEANOUT REFER TO PLAN FOR SIZES
<br />ICE -MAKER CONNECTION BOX
<br />3/8"
<br />-
<br />2"
<br />2"
<br />TRAP PRIMER
<br />1/2"
<br />-
<br />-
<br />-
<br />NOTE:
<br />PIPE SIZES SHOWN ARE MINIMUM.
<br />GREASE INTERCEPTOR SIZING
<br />FIXTURES QUANTITY
<br />DFU`.S
<br />S-1 1
<br />2
<br />1 CS -1 1
<br />2
<br />3CS-1 1
<br />3
<br />L-1 1
<br />1
<br />MS -1 1
<br />3
<br />FDA 2
<br />2
<br />Steam Table, 1
<br />2
<br />Soda Table 1
<br />1
<br />Total- 9
<br />46......
<br />E
<br />BASED ON CHAPTER 10 OF THE CPG, TABLE
<br />1014:3.6, RESTAURANT SHALL BE SERVED BY 750
<br />GAL GREASE INTERCEPTOR, MAXIMUM CONNECTED
<br />CAPACITY 21 DFU'S.
<br />PLUG " BELOW FINISH
<br />GRADE OR FLOOR
<br />oL o ROAD PAVEMENT WHERE
<br />APPLICABLE
<br />6" THICK 36" DIAMETER
<br />—CONCRETE RING WITH
<br />1—#4 BAR IN CENTER
<br />I
<br />CONCRETE BOX LABELED SEWER
<br />'OR'
<br />BRASS CLEANOUT BOX
<br />IN FINISHED FLOOR
<br />6"0 PVC SLEEVE WITH 4"0
<br />/\ CLEANOUT RISER PIPE
<br />2WAY CI IAPMO
<br />APPROVED CLEANOUT
<br />IN,
<br />- SEE PLAN
<br />FOR SIZES
<br />SEE PLUMBING FL00
<br />PLAN FOR SIZE
<br />2—WAY CLEAN❑UT
<br />DETAIL
<br />■
<br />are
<br />IWH-I CW/HW
<br />AND GAS
<br />PIPING
<br />3/4' T&P I n INTEGRAL GAS
<br />RELIEF - y VALVE AND
<br />SPILL TO FLEX ASSEMBLY
<br />MS -1
<br />1' H&CW LINES
<br />TO IWH-1 b" DRIP LEG GAS LINE - SEE
<br />LINE SIZE PLAN FOR SIZES
<br />AND ROUTING
<br />IVH -1 PIPING DETAIL
<br />DETAIL
<br />MANHOLE EXTENSTIONS
<br />AS REQUIRED
<br />FINSIHED FLOOR, ROADWAY,
<br />OR GRADE SET TANK 12'
<br />MIN BELOW FINISHED GRADE
<br />17' MIN
<br />24'0 CAST IR❑N MANHOLE
<br />COVERS AND FRAMES
<br />GAS TIGHT AND LABELED
<br />GREASE
<br />UL'-4' OUTLET
<br />JENSEN 750 GALLON
<br />GREASE INTERCEPTOR
<br />JP75DEE-G MIN LOAD
<br />CAPACITY - H-20 TANK
<br />SHALL BE SUITABLE FOR UP
<br />6' OF COVER
<br />' PEA GRAVEL AROUND
<br />TANK SET TANK ON 4'
<br />THICK SAND BASE
<br />GT -1 GREASE TRAP INSTALLATION 2
<br />DETAIL P C
<br />GAS HEADER
<br />DETAIL
<br />ANSUL VALVE
<br />ABOVE CEILING
<br />PULL STATION -
<br />MUNT ON WEST
<br />END C❑❑KLINE
<br />SEE DRWGS FOR
<br />LOCATION
<br />SEE GAS CALC'S FOR ULL SIZE
<br />BRANCH SIZES To
<br />S❑V, FOR EACH
<br />EACH APPLIANCE GAS APPLINCE IN
<br />COOKLINE
<br />PVC CONNECTION
<br />D❑ NOT OVERTIGHTEN
<br />AT AC UNIT
<br />END OPEN TO AIR
<br />3/4' PVC
<br />6' DRIP
<br />LINE
<br />4 4 4 -1
<br />MOUNT HEADER
<br />12' AFF
<br />GAS AND CONDENSATE, AC -
<br />D ETAI L
<br />INTEGRAL *S VALVE
<br />AND FLEX SSEMBLY
<br />GAS LINE - SEE PLAN
<br />FOR SIZES AND ROUTING
<br />D ETAI L
<br />2018-025
<br />GDMD ENGINEERING, INC
<br />Mechanical and Safety Engineers
<br />212 W Pine St, Ste 4
<br />Lodi, Ca 95242
<br />Ph 209-367-0899
<br />Fax 209-367-0898
<br />E-mail:gdmdengrinc@sbcglobal.net
<br />api COPYRIGHT 2017
<br />REVISIONS
<br />THIS DOCUMENT, AND THE IDEAS AND DESIGNS
<br />INCORPORATED HEREIN, AS AN INSTRUMENT OF
<br />PROFESSIONAL SERVICE, IS THE PROPERTY OF
<br />"api" AND IS NOT TO BE USED, IN WHOLE OR IN
<br />PART, FOR ANY OTHER PROJECT WITHOUT
<br />WRITTEN AUTHORIZATION.
<br />PLANNING ■■■
<br />ARCHITECTURE ■ ■ ■
<br />a 13
<br />ARCHITECTURE PLUS INC.
<br />4335-B NORTH STAR WAY
<br />MODESTO, CA 95356
<br />ph. 209.577.4661
<br />fx. 209.577.0213
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<br />DRAWN:
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<br />CHECKED:
<br />G. DAVIS
<br />APPLICABLE
<br />THICK 36" DIAMETER
<br />ETER C M
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<br />I
<br />ONCRETE RING WITH
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<br />CONCRETE BOX LABELED SEWER
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<br />1 IN FINISHED FLOOR
<br />6"0 PVC SLEEVE WITH 4"0
<br />CLEANOUT RISER PIPE
<br />LONG SWEEP 'L'
<br />90 DEGREE
<br />INVERT - SEE PLAN
<br />FOR SIZES
<br />SEE PLUMBING FLOOR
<br />PLAN FOR SIZE
<br />CLEANOUT TO
<br />GRADE
<br />D ETAI L
<br />2018-025
<br />GDMD ENGINEERING, INC
<br />Mechanical and Safety Engineers
<br />212 W Pine St, Ste 4
<br />Lodi, Ca 95242
<br />Ph 209-367-0899
<br />Fax 209-367-0898
<br />E-mail:gdmdengrinc@sbcglobal.net
<br />api COPYRIGHT 2017
<br />REVISIONS
<br />THIS DOCUMENT, AND THE IDEAS AND DESIGNS
<br />INCORPORATED HEREIN, AS AN INSTRUMENT OF
<br />PROFESSIONAL SERVICE, IS THE PROPERTY OF
<br />"api" AND IS NOT TO BE USED, IN WHOLE OR IN
<br />PART, FOR ANY OTHER PROJECT WITHOUT
<br />WRITTEN AUTHORIZATION.
<br />PLANNING ■■■
<br />ARCHITECTURE ■ ■ ■
<br />a 13
<br />ARCHITECTURE PLUS INC.
<br />4335-B NORTH STAR WAY
<br />MODESTO, CA 95356
<br />ph. 209.577.4661
<br />fx. 209.577.0213
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<br />RODNEY C. ALONZO
<br />ARCHITECTS
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<br />DATE :
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<br />JOB NC.:
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<br />DRAWN:
<br />A. BARROZO
<br />CHECKED:
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