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PLUMBING LEGEND PLUMBING SPECIFICATION GENERAL NOTES PLUMBING FIXTURE UNITS CONNECTED GAS LOAD SCHEDULE
<br /> WATER LOAD WASTE LOAD INPUT SUBTOTAL V
<br /> SYMBOL ABBR. DESCRIPTION 1. CLEANOUTS
<br /> 1. BEFORE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY THE EXACT FIXTURE TYPE N0. OF WATER FIXTURE FIXTURE MARK ITEM CFH QTY. CFH
<br /> PROVIDE CLEANOUTS WITH BRASS SCREW PLUG AT ALL CHANGES OF DIRECTION LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING,AND FIXTURES FU PER CW HW WASTE FU TOTAL E
<br /> GW GW GREASE WASTE BELOW FLOOR TO PERMIT ROUTING OF ALL SEWERS.ALL CLEAN OUTS SHALL BE INSTALLED SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FIXTURE FU FU PER FIXTURE WASTE FU (E)WH EXISTING WATER HEATER 200 1 200 R G
<br /> S OR W SOIL OR WASTE BELOW FLOOR WHERE READILY ACCESSIBLE.THE CONTRACTOR SHALL COORDINATE ALL CLEAN = t.7
<br /> OUT LOCATIONS OF EQUIPMENT,CABINETS, ETC.,WITH THE ARCHITECT PRIOR 2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO (E)WATER CLOSET (TANK) 4 2.5 10 4 16 Q biA
<br /> --------------- V VENT TO ANY INSTALLATION. THE 2019 CPC AND AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICTS (E) LAVATORY 5 1 5 5 1 5 WATER HEATING LOAD(CFH): 200 OEM U
<br /> WITH CODES, DRAWINGS,OR SPECIFICATIONS,THE MOST STRINGENT SHALL ^ .G1
<br /> CW DOMESTIC COLD WATER
<br /> 2. VALVES PREVAIL. (E) URINAL 1 5 5 5 5 (IJ
<br /> -- -- -- 3. THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL AND-- HW DOMESTIC HOT WATER EVERY PLUMBING FIXTURE SHALL BE INDEPENDENTLY VALVED. (E) FLOOR DRAIN 2 4 8 GRIDDLE-1 36" FLAT GRIDDLE 192 2 384 i .5 5 (
<br /> HWR HWR DOMESTIC HOT WATER RETURN 3. TESTING ARCHITECTURAL INFORMATION AVAILABLE. IT IS UNDERSTOOD THAT EQUIPMENT HAND SINK 6 2 12 12 2 12 GRIDDLE-2 48" FLAT GRIDDLE 240 1 240 L bA
<br /> GAS G LOW PRESSURE GAS
<br /> ALL SEWERS AND WATER PIPING SHALL BE PROPERLY TESTED TO THE LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THAT SHOWN ON THE PLANS DROP-IN SINK 2 2 4 4 INDIRECT INDIRECT RANGE EGG RANGE 120 1 120 = C M
<br /> AS CONSTRUCTION PROCEEDS. IT IS THE CONTRACTORS RESPONSIBILITY TO:
<br /> SATISFACTION OF THE ARCHITECT AND THE LOCAL BUILDING INSPECTOR. PRE RINSE/PREP SINK 2 4 8 8 INDIRECT INDIRECT COMBI COMBI OVEN 49 1 49 � �
<br /> CD CD PRIMARY CONDENSATE DRAIN •�
<br /> 4. EXCAVATION AND BACK FILLING a. NOTIFY THE MECHANICAL ENGINEER OF CONSTRUCTION RESTRAINTS WHICH JUICE DISPENSER 1 0.5 0.5 INDIRECT INDIRECT FRYER FRYER 225 3 675 = bA
<br /> xss XSS EXISTING WASTE/SANITARY SEWER TRENCHES SHALL BE BACK FILLED AND SETTLED BY PUDDLING. NO PIPE SHALL MAKE VARIATIONS FROM THE PLANS NECESSARY.
<br /> BE LESS THAN 12"BELOW FINISH GRADE. ICE MACHINE 1 0.5 0.5 INDIRECT INDIRECT M
<br /> xGw XGW EXISTING GREASE WASTE b. COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGING EXTRAS
<br /> SODA DISPENSER 1 0.5 0.5 INDIRECT INDIRECT COOKING LOAD(CFH): 1468 0 tD
<br /> xcw XCW EXISTING COLD WATER 5. PIPING SUPPORTS TO THE BID CONTRACT. COMPLETION OF WORK MEANS THE JOB IS WORKING 0 LO
<br /> COFFEE BREWER 2 0.5 1 INDIRECT INDIRECT
<br /> xc XG EXISTING GAS
<br /> AND MEETS ALL CITY, COUNTY AND UNIFORM MECHANICAL, PLUMBING AND ALL PIPING TO BE SUPPORTED WITH HANGERS AND BRACKETS WHICH PROVIDE � �
<br /> ISOLATION FROM FRAMING. CONTACT BETWEEN PIPE AND SUPPORT TO BE LINED BUILDING CODE REQUIREMENTS. TEA BREWER 1 0.5 0.5 INDIRECT INDIRECT TOTAL DEV. LENGTH = 70 FEET TOTAL CFH: 1668 R �0 3 M
<br /> xHw XHW EXISTING HOT WATER WITH PLASTIC OR FELT. 3 COMP SINK 1 3 3 3 3 3 V d M
<br /> 4DRAWINGS DO NOT
<br /> Fw Fw FW FILTERED WATER CO TRACTORTCOMPLLY TO THEINCLUDE NECESSARY SAFETY REQUTEM NTS SETFORTHBY THE MOP SINK/SERVICE SINK 1 3 3 3 3 3bA 01
<br /> CONNECTED GAS NOTES V � �
<br /> LOCAL AUTHORITIES HAVING JURISDICTION. .E
<br /> T&P TEMPERATURE&PRESSURE COMBI OVEN 1 1 1 INDIRECT INDIRECT M Q=
<br /> WCO WALL CLEANOUT 5. THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY.THEY ARE ESSENTIALLY DISHWASHER 1 4 4 INDIRECT INDIRECT 1 GAS PIPING SIZED FOR THE TOTAL CONNECTED LOAD 70 FT. FROMO
<br /> GJ
<br /> DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BONDS, UNIONS,SPECIFIC FLOOR DRAIN 3 4 12 - Q .� N a
<br /> FCO FLOOR CLEANOUT FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. METER TO FARTHEST CONNECTION,WITH 0.6 SPECIFIC GRAVITY, bA LA O
<br /> SOV SHUT-OFF VALVE FLOOR SINK 8 4 32 C kD t
<br /> 6. THE PLUMBING CONTRACTOR SHALL PROVIDE THE WATER, SEWER AND STORM MAKE-UP AIR UNIT 1 1 1 0.5" PRESSURE LOSS IS MIN. PIPE SIZE OF 2-1/2 INCHES. LLI T-I d
<br /> C.V. CHECK VALVE DRAIN SYSTEMS AND CONNECT TO EACH DESIGNATED POINT OF CONNECTIONS 5'-0" TOTAL 54 39 96 2 GAS PIPING SHALL BE THREADED UNLESS OTHERWISE REQUIRED BY CODE.
<br /> D P^4_ PRV PRESSURE REDUCING VALVE OUTSIDE OF THE BUILDING.ALL SEWER SYSTEM SHALL MEET THE REQUIRED INVERT 3 GAS PIPING SHALL BE TESTED IN ACCORDANCE WITH CPC SEC. 1213.3.
<br /> ENERGY CONSERVATION STANDARDS ELEVATION SHOWN ON THE CIVIL DRAWINGS. PIPING BEYOND THIS POINT IS
<br /> BLV BALANCING VALVE SPECIFIED UNDER ANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS 4 GAS BURNING EQUIP. SHALL BE INSTALLED PER NFPA#58 AND NFPA#96.
<br /> GSOV AUTOMATIC GAS SHUT-OFF VALVE
<br /> SHOWN ON THE CIVIL DRAWINGS. WATER CALCULATIONS QR()FESS/
<br /> OiL
<br /> SOC SHUT-OFF COCK(GAS) 1. DOMESTIC HOT WATER SHALL BE INSULATED. HOT WATER PIPING WILL HAVE A 7. THE OWNER SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR ���`JGSUN
<br /> MINIMUM INSULATION FOR THE FOLLOWING PIPE SIZES: SERVICE AND CONNECTION AND SHALL MAKE APPLICATION FOR SERVICE AND STREET PRESSURE: 50 PSI MIN. (V.I.F.) �<v TJ 92'G�
<br /> TMV TEMPERATURE MIXING VALVE PERMITS AND SHALL PAY ALL FEES AND CHARGES INCLUDING THE COST OF VAULTS EXISTING TANK TYPE HOT WATER CALCULATION - (E)WH v, � �,
<br /> 60 PSI MAX. (V.I.F.) M 37036 7-
<br /> 0
<br /> Q VTR VENT TO ROOF PIPE SIZE IN DIAMETER INSULATION THICKNESS AND METERS. METER SIZE: (E) 1-1/2 INCH (V.I.F.) ITEM EQUIPMENT QTY. GPH SUB TOTAL Exp. 9-30-22
<br /> POC POINT OF CONNECTION 1/2 1/2 8. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH 1 (E) LAVATORY 5 5 25
<br /> 3/4" 1" 52 GPM FLOW * MECHANIC
<br /> ® CP RECIRCULATION PUMP 1"-1-1/2" 1-1/2" ELECTRICAL EQUIPMENT, MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING, 2 HAND SINK 6 5 30
<br /> 2"OR GREATER 2" SKYLIGHT, ETC. MATERIAL: COPPER TYPE L q�F
<br /> 3 DROP-IN SINK 2 5 10 OFC
<br /> -4CW COLD WATER STUB-IN/HOSE BIBB
<br /> -4 HW HOT WATER STUB-IN 2. TIME CLOCKS TO BE INSTALLED TO CONTROL ANY HOT WATER CIRCULATING
<br /> 9. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS MAX. VEL. (CW): 8 FPS 4 3 COMP SINK 1 42 42
<br /> PUMPS. PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL MAX. VEL. (HW): 5 FPS 5 MOP SINK 1 15 15
<br /> (N) NEW LIGHTING PLAN. COLD WATER
<br /> 3. SINKS AND LAVATORY FAUCETS TO BE CERTIFIED BY STATE FOR ENERGY 6 PREP SINK 1 10 10
<br /> (E) EXISTING APPLIANCE STANDARD COMPLIANCE. 10. COORDINATE ALL LOCATIONS,SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH 1 METER LOSS(PSI) 2.8 PSI 71 DISHWASHER 1 35 35
<br /> (R) RELOCATED, EXISTING WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL 2 15' PRESSURE HEAD LOSS(PSI) 6.5 PSI
<br /> 4. LAVATORIES IN RESTROOMS OF PUBLIC FACILITIES SHALL BE EQUIPPED WITH DRAWINGS.ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE 81 PRE-RINSE 1 45 45
<br /> 3 RESIDUAL PRESSURE REQUIREDPSI
<br /> ABV ABOVE OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. (PSI) 25 PSI TOTAL GPH: 212
<br /> BEL BELOW GPM OR WITH SELF-CLOSING FAUCETS THAT LIMIT DELIVERY TO A MAXIMUM OF 4 PRESSURE REGULATING VALVE (PSI) 0 PSI
<br /> 0.2 GALLONS OF HOT WATER FOR RECIRCULATING SYSTEMS,AND SHALL BE 11. CONTRACTOR MUST NOT CUT, RELOCATE, COMPROMISE, DAMAGE OR OTHERWISE 5 BACKFLOW PREVENTER (PSI) 0 PSI
<br /> CFH CUBIC FEET PER HOUR EQUIPPED WITH DEVICES THAT LIMIT THE OUTLET TEMPERATURE TOA ALTER THE ROOF STRUCTURE.THE JOISTS WHICH OCCUR THROUGHOUT ALL THE BTU/HR OUTPUT=TOTAL GPH X 8.34 X DEGREE RISE/THERMAL EFF.
<br /> MAXIMUM OF 1107. MECH. BAY AREAS LIKE WISE MUST NOT BE ALTERED. 6 TOTAL LOSSES(PSI) 34.3 PSI TOTAL GPH: 212
<br /> DN DOWN
<br /> FF FINISHED FLOOR ELEVATION 5. MAXIMUM FLUSH VOLUMES AND FLOW RATES: 12. BEFORE FABRICATION OR INSTALLATION,THE CONTRACTOR SHALL VERIFY EXACT 7 MINIMUM WATER PRESSURE (PSI) 50 PSI DEGREE RISE: 50
<br /> WATER CLOSETS: 1.28 GALLON PER FLUSH(BLOWOUT TYPE EXEMPT) LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER 8 PRESSURE AVAILABLE FOR FRICTION (PSI) 15.7 PSI THERMAL EFF: 0.9
<br /> FLR FLOOR URINALS: 0.125 GALLON PER FLUSH(WALL MOUNTED) ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND 9 ACTUAL LENGTH OF SYSTEM (FT) 190 FT
<br /> 0.5 GALLON PER FLUSH(FLOOR MOUNTED) REQUIREMENTS SHALL BE COORDINATED IN FIELD. BTU/HR OUTPUT: 98,227
<br /> IE INVERT ELEVATION 10 DEVELOPED LENGTH (130% OF ITEM 9) (FT) 247 FT
<br /> LAVATORY: 0.5 GALLON PER MINUTE . E SKW(=BTU/HR/3412): 29
<br /> 13CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE NTS NOT TO SCALE 0.2 GALLON PER CYCLE(SELF-CLOSING) BUILDING SHALL BE MADE WITH TWO(E DIELECTRIC UNIONS SEPARATED SA 11 AVERAGE PRESSURE DROP (PSI/100 FT) 6.4 PSI/100
<br /> W/ WITH KITCHEN FAUCETS: 1.8 GALLON PER MINUTE @ 60 PSI TWELVE INCH(12")SECTION OF RED BRASS PIPE. [ITEM 8/ITEM 101 X 100
<br /> Gravity Grease Interceptor Sizing , CPC 2019, Table 1014.3.6
<br /> 14. ALL FLOOR AND WALL PENETRATIONS MUST BE SEALED WATERTIGHT AND VERMIN
<br /> PROOF. PIPE CW SYSTEM HW SYSTEM
<br /> PIPE MATERIAL SCHEDULE CA GREEN BUILDING NOTES SIZE TANK FU F.V. FU GPM FU GPM Name: s: 4747PNNYS REMODEL
<br /> � 15. ALL EXTERIOR GAS COCKS,WATER SHUTOFF VALVES AND/OR SEWER CLEAN OUTS 1/2" 2 O 2 2 2 Address: 4747 Pacific Avenue, Stockton, CA 95207
<br /> BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH THE COVERS
<br /> CONSPICUOUSLY MARKED"GAS","WATER",AND"SEWER"RESPECTIVELY. 3/4" 1 8 0 7 8 7
<br /> 5.303.2 PLUMBING FIXTURES SHALL MEET THE MAXIMUM FLOW RATE VALUES SHOWN EXISTING GREASE INTERCEPTOR CALCULATION - (E)GI
<br /> 01 �Q) IN TABLES A5.303.2.2. 16. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE 1" 20 0 14 16 12
<br /> p�<<v� 0�0� Jv^,� OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 1-1/4" 44 9 26 28 19 Appurtenance DFU's Quantity Total
<br /> Q Q= Co Q- 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. PLUMBING
<br /> �,�� �� �,�Q 1-1/2" 90 30 41 46 27
<br /> Q Q Q Q ,r V g O r v FIXTURES(WATER CLOSETS AND URINALS)AND FITTINGS(FAUCETS AND 17. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND
<br /> Q OQ OQ OQ ��O V� �Cj VQ'O' gV Q SHOWERHEADS)SHALL COMPLY WITH THE FOLLOWING: MOUNTING HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW 2" 254 132 76 119 48 Grease Waste System
<br /> SERVICE: G V G 0 �' O REMARKS: HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P-TRAP Bar/Hand Sink 3 4 12
<br /> DOMESTIC INSIDE o 5.303.3.1 WATER CLOSETS.THE EFFECTIVE FLUSH VOLUME OF ALL WATER AGAINST WALL.ALL FLUSH VALVES FOR HANDICAP SHALL BE LOCATED ON HANDICAP Floor Drain 2 3 6
<br /> WATER OUTSIDE o CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH.TANK-TYPE WATER WHEELCHAIR ACCESS SIDE OF STALL.
<br /> CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. Prep Sink 4 1 4
<br /> SANITARY INSIDE o EPA WATER SENSE SPECIFICATION FOR TANK-TYPE TOILETS. 18. ALL WASTE,SOIL AND VENT PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE Floor Sink(2"Trap) 4 2 8
<br /> WASTE OUTSIDE o INDICATED.
<br /> NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE Floor Sink(3 Trap) 6 0 0
<br /> SANITARY CONCEALED o COMPOSITE,AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE 19. ALL VALVES,TRAP PRIMERS,WATER HAMMER ARRESTORS OR OTHER EQUIPMENT Floor Sink(4"Trap) 8 0 0
<br /> VENT EXPOSED o FULL FLUSH. SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED 3Com J
<br /> BEHIND AN ACCESS PANEL. Compartment Sink (F.S. for Indirect drain not counted) 6 1 6
<br /> INDIRECT INSIDE o USE COPPER 5.303.3.2 URINALS.THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS Trench Drain 6 0 0 LI 1
<br /> LJ
<br /> TYPE"M"FOR SHALL NOT EXCEED 0.125 GALLONS PER FLUSH.THE EFFECTIVE FLUSH VOLUME 20. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BASE BID. HE SHALL J
<br /> WASTE OUTSIDE o CONDENSATE OF FLOOR-MOUNTED URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND FUTURE WORK TO BE Mop Sink 3 1 3
<br /> NATURAL INSIDE 0 DONE. HE SHALL INCLUDE ALL HIS SITE INFORMATION AND CONDITIONS WITHIN HIS Pre Rinse 4 1 4 0
<br /> OUTSIDE o 5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS. LAVATORY FAUCETS SHALL BASE BID. HE SHALL BE RESPONSIBLE FOR COMPLETE AND FULLY FUNCTIONING O
<br /> GAS HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTE AT PLUMBING SYSTEMS.
<br /> NOTE: 60 PSI. Grease Waste DFU Total 43 5 ti
<br /> 1. ABS/PVC VENT TERMINATIONS UP THROUGH THE ROOF EXPOSED TO SUNLIGHT ARE 21. PLUMBING CONTRACTOR SHALL COORDINATE COMPLETE PLUMBING INSTALLATION Grease Interceptor Size Calculation 1250 C)
<br /> REQUIRED TO BE PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. 5.303.4.2 KITCHEN FAUCETS. KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW AND REQUIREMENTS PRIOR TO BASE BID WITH ALL LOCAL DISTRICTS AND
<br /> RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN GOVERNING AUTHORITIES. INCLUDE ALL FINDINGS WITHIN THE BASE BID. DFU Grand Total 43 W W N
<br /> FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, Total Estimated Flow (14 gal per DFU) 602 > M
<br /> SHEET INDEX BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT60 PSI,AND MUST DEFAULT 22. PROVIDE RECIRCULATION PUMP FOR HOT WATER WHEN THE HOT WATER PIPE IS Q Q
<br /> TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. OVER 50'. NON-RECIRCULATED FIXTURE BRANCH PIPING SHALL NOT EXCEED 25 FT Equivelant Dwelling Units (EDU s) 2.15 �1
<br /> P000 PLUMBING NOTES (CPC 613.6). DFU = Drainage Fixture Unit (Based on CPC Table 702.1) V J U_ U
<br /> 5.303.6 PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE
<br /> P001 PLUMBING SCHEDULES&DETAILS WITH THE CALIFORNIA PLUMBING CODE,AND SHALL MEET THE APPLICABLEU_ Z
<br /> 23. PROVIDE TRAP SEAL PRIMER FOR FLOOR DRAIN SUBJECT TO INFREQUENT USE.
<br /> P100 WASTE&VENT PLAN-GROUND STANDARDS REFERENCED IN TABLE 1401.1 OF THE CALIFORNIA PLUMBING CODE Gravity Grease Interceptor Sizing- CPC Table 1014.3.6 5 0
<br /> P101 VENT PLAN-ROOF AND IN CHAPTER 6 OF THIS CODE. 24. ALL PLUMBING,AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING Number of DFU's Connected to Intercetor Grease Intercetor Volume Q
<br /> pp
<br /> P200 WATER&GAS PLAN STRUCTURE TO AS GREAT EXTENT AS POSSIBLE.ALL EXPOSED CONDUITS, Y
<br /> PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6"OFF FLOOR AND 3/4"FROM WALLS 0-8 500
<br /> U
<br /> USING STANDOFF BRACKETS. 9-21 750 ~
<br /> LU
<br /> SCOPE OF WORK CONTRACTOR NOTES
<br /> 25. PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY,TRAFFIC 22-35 1000 Q � �
<br /> AREA OR DOOR OPENING. 36-90 1250
<br /> • EXISTING RESTAURANT TENANT IMPROVEMENT. FIELD VERIFY ALL EXISTING PLUMBING CONDITIONS PRIOR TO START OF WORK. 26. MULTIPLE RUNS OR CLUSTERS OF PIPELINES SHALL BE FURRED IN OR ENCASED IN 91-172 1500
<br /> AN APPROVED SEALED ENCLOSURE. 173-216 2000
<br /> • PROVIDE NEW PLUMBING FIXTURES AND CONNECTIONS THROUGHOUT THE VERIFIED SCOPE REPRESENTED BUT NOT LIMITED TO THE EXISTING CONDITIONS,
<br /> SPACE. SIZES AND LOCATIONS OF THE FOLLOWING: 27. ALL LIQUID WASTE SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO A NOTE: FIELD VERIFY EXISTING CONDITIONS AND SIZE OF EXISTING GREASE
<br /> FLOOR SINK. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR INTERCEPTOR PRIOR TO START OF WORK.
<br /> • EXISTING GAS STORAGE WATER HEATER TO REMAIN. • SANITARY SEWER PIPE SURFACE AND HAVE SUITABLE EASILY REMOVABLE SAFETY COVER GRATES.
<br /> • VENT PIPE
<br /> • EXISTING GREASE INTERCEPTOR AND SAMPLE BOX TO REMAIN. • COLD WATER SUPPLY PIPE 28. FLOOR SINK TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING OR
<br /> • PLUMBING FIXTURES BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT.
<br /> • HOT WATER PIPE
<br /> • GREASE WASTE PIPE 29. APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED z0
<br /> UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY
<br /> IN THE EVENT THAT THE PLANS DO NOT REPRESENT FIELD CONDITIONS, CONTACT
<br /> AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET U)
<br /> THE OWNER,ARCHITECT,OR DESIGNATED ENGINEER DESIGNER PRIOR TO START OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED. LU
<br /> OF ANY WORK.
<br /> 30. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING
<br /> AGENCY.
<br /> 31. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX(6)INCHES
<br /> ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING
<br /> HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT. a a a a a a a
<br /> 32. EACH VENT SHALL TERMINATE NOT LESS THAN 10 FEET FROM,OR AT LEAST 3 FEET DATE: SCALE:
<br /> FROM, OR NOT LESS THAN 3 FEET ABOVE,ANY OPENABLE WINDOW, DOOR,OPENING, 05/23/2022
<br /> AIR INTAKE, OR VENT SHAFT, OR NOT LESS THAN 3 FEET IN EVERY DIRECTION FROM
<br /> ANY LOT LINE.
<br /> SHEET TITLE:
<br /> PLUMBING NOTES
<br /> SHEET NO.:
<br /> P000
<br /> PLOT DATE: 5/23/2022 7:10:33 PM
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