HOLD- 829 N Garfield St - Plan - Laserfiche WebLink

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GENERAL NOTES 1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO THE 2022 CPC AND AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICTS WITH CODES, DRAWINGS, OR SPECIFICATIONS, THE MOST STRINGENT SHALL PREVAIL. 3. THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL AND ARCHITECTURAL INFORMATION AVAILABLE. IT IS UNDERSTOOD THAT EQUIPMENT LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THAT SHOWN ON THE PLANS AS CONSTRUCTION PROCEEDS. IT IS THE CONTRACTORS RESPONSIBILITY TO: a. NOTIFY THE MECHANICAL ENGINEER OF CONSTRUCTION RESTRAINTS WHICH MAKE VARIATIONS FROM THE PLANS NECESSARY. b. COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGING EXTRAS TO THE BID CONTRACT. COMPLETION OF WORK MEANS THE JOB IS WORKING AND MEETS ALL CITY, COUNTY AND UNIFORM MECHANICAL, PLUMBING AND BUILDING CODE REQUIREMENTS. 4. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR TO COMPLY TO THE SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION. 5. THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY. THEY ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BONDS, UNIONS, SPECIFIC FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. 6. THE PLUMBING CONTRACTOR SHALL PROVIDE THE WATER, SEWER AND STORM DRAIN SYSTEMS AND CONNECT TO EACH DESIGNATED POINT OF CONNECTIONS 5'-0" OUTSIDE OF THE BUILDING. ALL SEWER SYSTEM SHALL MEET THE REQUIRED INVERT ELEVATION SHOWN ON THE CIVIL DRAWINGS. PIPING BEYOND THIS POINT IS SPECIFIED UNDER ANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS SHOWN ON THE CIVIL DRAWINGS. 7. THE OWNER SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTION AND SHALL MAKE APPLICATION FOR SERVICE AND PERMITS AND SHALL PAY ALL FEES AND CHARGES INCLUDING THE COST OF VAULTS AND METERS. 8. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL EQUIPMENT, MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING, SKYLIGHT, ETC. 9. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHTING PLAN. 10. COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. 11. CONTRACTOR MUST NOT CUT, RELOCATE, COMPROMISE, DAMAGE OR OTHERWISE ALTER THE ROOF STRUCTURE. THE JOISTS WHICH OCCUR THROUGHOUT ALL THE MECH. BAY AREAS LIKE WISE MUST NOT BE ALTERED. 12. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. 13. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A TWELVE INCH (12") SECTION OF RED BRASS PIPE. 14. ALL FLOOR AND WALL PENETRATIONS MUST BE SEALED WATERTIGHT AND VERMIN PROOF. 15. ALL EXTERIOR GAS COCKS, WATER SHUTOFF VALVES AND/OR SEWER CLEAN OUTS BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH THE COVERS CONSPICUOUSLY MARKED "GAS", "WATER", AND "SEWER" RESPECTIVELY. 16. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 17. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P-TRAP AGAINST WALL. ALL FLUSH VALVES FOR HANDICAP SHALL BE LOCATED ON HANDICAP WHEELCHAIR ACCESS SIDE OF STALL. 18. ALL SANITARY WASTE, GREASE WASTE, SOIL AND VENT PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED. PLUMBING FIXTURE SCHEDULE MARK ITEM HW CW VENT WASTE DESCRIPTION WC TANK TYPE WATER CLOSET -- 3/4"2"4"KOHLER WELLWORTH K-3577 TANK TYPE WATER CLOSET. 1.28 GPF. EQUIVALENT ACCEPTABLE. LAV LAVATORY 1/2" 1/2" 2" 2"KOHLER DEVONSHIRE BATHROOM FAUCET K-394-4. 1.2 GPM. FOR 8" OR 16" CENTERS. EQUIVALENT ACCEPTABLE. SINK TO BE PROVIDED BY OTHERS. KS KITCHEN SINK 1/2" 1/2" 2" 2"KOHLER PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET CRUE K-22972. 1.5 GPM @ 60PSI. EQUIVALENT FIXTURE ACCEPTABLE. SINK TO BE PROVIDED BY OTHERS. WCO WALL CLEANOUT -- -- -- LINE SIZE ZURN Z1441 WALL CLEANOUT W/SMOOTH ACCESS COVER EQUIVALENT FIXTURE ACCPETABLE. FCO FLOOR CLEANOUT -- -- -- LINE SIZE ZURN Z1400-B FLOOR CLEANOUT EQUIVALENT FIXTURE ACCEPTABLE. SHW SHOWER 1/2" 1/2" 2" 2"KOHLER SHOWER HEAD FORTE K-22169-G. 1.75 GPM. EQUIVALENT ACCEPTABLE W/D WASHER & DRYER 3/4" 3/4" 2" 2"GE APPLIANCES GUD27ESSM/27GSSM STACKED WASHER & DRYER. 20,000 BTUH GAS INPUT FOR DRYER. EQUIVALENT FIXTURE ACCEPTABLE. WH WATER HEATER 1-1/2" 1-1/2" -- -- A.O. SMITH BTH-120(A) GAS TANK TYPE WATER HEATER. 100 GAL. 120,000 BTUH INPUT. QUANTITY: 2. EXPANSION TANK (ZURN MODEL XT-18, 4.8 GAL. INSTALLED WITH WATER HEATER. INSTALL 3" CONCENTRIC VENT TO ROOF PER MANUFACTURER'S INSTRUCTIONS. HD HUB DRAIN -- -- 2" 2"ZURN Z1870 HUB DRAIN, 3" DIA. INLET, 2" DIA. OUTLET. EQUIVALENT FIXTURE ACCEPTABLE. CP CIRCULATING PUMP 3/4" -- -- -- TACO 006E3 SMART PLUS-E ECM HIGH EFFICIENCY HOT WATER RECIRCULATION SYSTEM. 19. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 20. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BASE BID. HE SHALL FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND FUTURE WORK TO BE DONE. HE SHALL INCLUDE ALL HIS SITE INFORMATION AND CONDITIONS WITHIN HIS BASE BID. HE SHALL BE RESPONSIBLE FOR COMPLETE AND FULLY FUNCTIONING PLUMBING SYSTEMS. 21. PLUMBING CONTRACTOR SHALL COORDINATE COMPLETE PLUMBING INSTALLATION AND REQUIREMENTS PRIOR TO BASE BID WITH ALL LOCAL DISTRICTS AND GOVERNING AUTHORITIES. INCLUDE ALL FINDINGS WITHIN THE BASE BID. 22. PROVIDE RECIRCULATION PUMP FOR HOT WATER WHEN THE HOT WATER PIPE IS OVER 50'. 23. PROVIDE TRAP SEAL PRIMER FOR FLOOR DRAIN SUBJECT TO INFREQUENT USE. 24. ALL PLUMBING, AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS, PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 25. PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 26. MULTIPLE RUNS OR CLUSTERS OF PIPELINES SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE. 27. APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED. 28. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 29. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT. 30. EACH VENT SHALL TERMINATE NOT LESS THAN 10 FEET FROM, OR AT LEAST 3 FEET FROM, OR NOT LESS THAN 3 FEET ABOVE, ANY OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT, OR NOT LESS THAN 3 FEET IN EVERY DIRECTION FROM ANY LOT LINE. 31. FIELD VERIFY ALL EXISTING PLUMBING CONDITIONS AND EXISTING/NEW HVAC PLUMBING CONNECTIONS PRIOR TO BIDDING AND START OF WORK. 32. IN THE EVENT THAT THE PLANS DO NOT REPRESENT FIELD CONDITIONS, CONTACT THE OWNER, ARCHITECT, OR DESIGNATED ENGINEER DESIGNER PRIOR TO START OF ANY WORK. 33. CAP ALL DOMESTIC WATER PIPING THAT IS SERVING A PLUMBING FIXTURE THAT IS BEING DEMOLISHED. 34. SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSE SHOWN IN CPC TABLE 313.1. 35. TOTAL ACCESS SHALL BE PROVIDED FOR ALL STAGES OF INSPECTIONS [CBC 110.1] 36. NEW WASTE AND DRAIN SYSTEMS THAT HAVE BEEN INSTALLED NEW, EXTENDED AND/OR MODIFIED SHALL BE PROPERLY LOCATED, INSTALLED WITH PROPER SUPPORTS, AT PROPER SLOPES FOR DRAINAGE AND WATER TESTED PER SECTION 701.0 OF THE CPC, AND INCLUDE ALL FIRE RATING PROTECTION. 37. NEW WATER SYSTEMS THAT HAVE BEEN INSTALLED NEW, EXTENDED AND/OR MODIFIED SHALL BE PROPERLY LOCATED, INSTALLED WITH PROPER SUPPORTS AND WATER TESTED PER SECTION 601.0 OF THE CPC, AND INCLUDE ALL FIRE RATING PROTECTION. 38. NEW FUEL GAS SYSTEMS THAT HAVE BEEN INSTALLED NEW, EXTENDED AND/OR MODIFIED SHALL BE PROPERLY LOCATED, INSTALLED WITH PROPER SUPPORTS, AND PRESSURE TESTED PER SECTION 1203.0 OF THE CPC, AND INCLUDE ALL FIRE RATING PROTECTION. 39. TRAP ARMS FOR LAUNDRY SHALL BE PROPERLY LOCATED, INSTALLED, AND SHALL BE MIN. TWICE PIPE SIZE PER SECTION 1002.0 OF THE CPC AND LAUNDRY STANDPIPES SHALL BE MIN. 18” AND MAX. 30” LENGTH PER SECTION 804.1OF THE CPC. 40. ALL BATHROOM AND KITCHEN FLOOR AREAS THAT RECEIVE TILE SHALL HAVE MOISTURE BARRIER UNDER LAYMENT INSTALLED AS REQUIRED BY THE MANUFACTURER. SHEET INDEX P000 P001 P002 P100 P101 P200 P201 · EXISTING MULTI-FAMILY DWELLING BUILDING. · PROVIDE NEW PLUMBING FIXTURES/CONNECTIONS THROUGHOUT THE SPACE. · PROVIDE TWO(2) TANK TYPE WATER HEATERS. PLUMBING NOTES & SCHEDULES PLUMBING DETAILS PLUMBING SPECIFICATION SHEETS WASTE & VENT PLAN WASTE & VENT PLAN - 2ND FLOOR WATER & GAS PLAN - 2ND FLOOR SCOPE OF WORK WATER & GAS PLAN PIPE INSULATION THICKNESS FLUID TEMP. RANGE (°F) CONDUCTIVITY RANGE (BTU-"/HR PER SQFT/°F) INSULATION MEAN RATING TEMP. (°F) NOMINAL PIPE DIAMETER (") INSULATION THICKNESS REQUIRED (") <1 1 TO <1.5 1.5 TO <4 4 TO <8 8 AND LARGER 251-350 350< 201-250 141-200 105-140 40-60 <40 SPACE COOLING SYSTEMS (CHILLED WATER, REFRIGERANT AND BRINE) SPACE HEATING, HOT WATER SYSTEMS AND SERVICE WATER HEATING SYSTEMS 0.32-0.34 0.29-0.31 0.27-0.30 0.25-0.29 0.22-0.28 0.21-0.27 0.20-0.26 250 200 150 125 100 75 50 4.5 3.0 2.5 1.5 1.0 1.0 5.0 4.0 2.5 1.5 1.5 1.5 5.0 4.5 2.5 2.0 2.0 1.5 5.0 4.5 3.0 2.0 2.0 1.5 5.0 4.5 3.0 2.0 2.0 1.5 EXCEPTIONS: (1) FACTORY-INSTALLED PIPING WITHIN SPACE CONDITIONING EQUIPMENT; (2) PIPING THAT CONVEYS FLUIDS THAT HAVE A DESIGN OPERATING TEMPERATURE RANGE BETWEEN 60 DEGREES AND 105 DEGREES FAHRENHEIT; (3) WHERE THE HEAT GAIN OR HEAT LOSS TO OR FROM PIPING WITHOUT INSULATION WILL NOT INCREASE BUILDING SOURCE ENERGY USE; (4) PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. METAL PIPING THAT PENETRATES METAL FRAMING SHALL USE GROMMETS, PLUGS, WRAPPING OR OTHER INSULATING MATERIAL TO ASSURE THAT NO CONTACT IS MADE WITH THE METAL FRAMING. SPACE-CONDITIONING AND SERVICE WATER-HEATING SYSTEM SHALL BE INSULATED IN ACCORDANCE WITH THE FOLLOWING TABLE AND 609.11 OF THE CPC: NONRES 0.5 RES 0.75 1.01.0 1.0 PIPE INSULATION RESIDENTIAL NOTES CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDEWALL OF SHOWER COMPARTMENTS OR OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT. CA GREEN BUILDING NOTES 4.303.1 PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH SECTIONS 4.303.1.1, 4.303.1.2, 4.303.1.3, AND 4.303.1.4. 4.303.1.1 WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATER SENSE SPECIFICATION FOR TANK-TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 4.303.1.2 URINALS. THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH.THE EFFECTIVE FLUSH VOLUME OF ALL OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.3 SHOWERHEADS. 4.303.1.3.1 SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. 4.303.1.4 FAUCETS. 4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS, THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI. 4.303.1.4.3 METERING FAUCETS. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE. 4.303.1.4.4 KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NO TO EXCEED 2.2 GALLONS PER MINTUE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022 CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE 2022 CALIFORNIA PLUMBING CODE. PLUMBING SPECIFICATION 1. CLEANOUTS PROVIDE CLEANOUTS WITH BRASS SCREW PLUG AT ALL CHANGES OF DIRECTION TO PERMIT ROUTING OF ALL SEWERS. ALL CLEAN OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS OF EQUIPMENT, CABINETS, ETC., WITH THE ARCHITECT PRIOR TO ANY INSTALLATION. 2. VALVES EVERY PLUMBING FIXTURE SHALL BE INDEPENDENTLY VALVED. 3. TESTING ALL SEWERS AND WATER PIPING SHALL BE PROPERLY TESTED TO THE SATISFACTION OF THE ARCHITECT AND THE LOCAL BUILDING INSPECTOR. 4. EXCAVATION AND BACK FILLING TRENCHES SHALL BE BACK FILLED AND SETTLED BY PUDDLING. NO PIPE SHALL BE LESS THAN 12" BELOW FINISH GRADE. 5. PIPING SUPPORTS ALL PIPING TO BE SUPPORTED WITH HANGERS AND BRACKETS WHICH PROVIDE ISOLATION FROM FRAMING. CONTACT BETWEEN PIPE AND SUPPORT TO BE LINED WITH PLASTIC OR FELT. NOTE: 1. ABS AND PVC INSTALLATIONS ARE LIMITED TO NOT MORE THAN TWO STORIES OF AREAS OF RESIDENTIAL ACCOMMODATION. 2. ABS/PVC VENT TERMINATIONS UP THROUGH THE ROOF EXPOSED TO SUNLIGHT ARE REQUIRED TO BE PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. (CPC 906.1) INSIDE NATURAL SANITARY WASTE SANITARY GAS VENT INSIDE OUTSIDE EXPOSED CONCEALED OUTSIDE 31 6 SS (WE L D E D) CO P P E R - TY P E " M" WATER DOMESTIC SERVICE: PIP E MA T E R I A L : OUTSIDE INSIDE CO P P E R - T Y P E "L " CO P P E R - TY P E " K" SC H E D . 4 0 PVC , D W V REMARKS: INDIRECT WASTE INSIDE OUTSIDE PIPE MATERIAL SCHEDULE USE COPPER TYPE "M" FOR CONDENSATE SCH E D . 4 0 BL AC K S T E E L CA S T I R O N S O I L W / H.G. OR "IDE A L" FITT I NG S SC H E D U L E 4 0 C A S T IR O N GSOV W/ AUTOMATIC GAS SHUT-OFF VALVE WITH FLR NTS IE BEL CFH DN FF POC ABV (N) FCO WCO SOV CUBIC FEET PER HOUR FINISHED FLOOR ELEVATION FLOOR NOT TO SCALE INVERT ELEVATION BELOW DOWN POINT OF CONNECTION NEW ABOVE FLOOR CLEANOUT WALL CLEANOUT COLD WATER SHUT-OFF VALVE ABBR. PLUMBING LEGEND HW G CD T&P V GW S OR W CW SYMBOL DOMESTIC COLD WATER SOIL OR WASTE BELOW FLOOR LOW PRESSURE GAS DOMESTIC HOT WATER PRIMARY CONDENSATE DRAIN TEMPERATURE & PRESSURE VENT DESCRIPTION HWR DOMESTIC HOT WATER RETURN C.V.CHECK VALVE PRV PRESSURE REDUCING VALVE BALANCING VALVE SOC SHUT-OFF COCK (GAS) TMV TEMPERATURE MIXING VALVE VTR VENT TO ROOF BLV CP RECIRCULATION PUMP CW COLD WATER STUB-IN/HOSE BIBB HW HOT WATER STUB-IN XSS XGW EXISTING WASTE/SANITARY SEWER EXISTING GREASE WASTE XCW FW EXISTING COLD WATER FILTERED WATER (E)EXISTING (R)RELOCATED, EXISTING XG EXISTING GAS XHW EXISTING HOT WATER GREASE WASTE BELOW FLOOR GSOV GAS SHUT-OFF VALVE CWV COMBINATION WASTE & VENT BELOW DCO DOUBLE CLEANOUT P300 WASTE & VENT RISER DIAGRAM P301 WATER & GAS RISER DIAGRAMS RE V I S I O N SHEET TITLE: DATE: SCALE: GA R F I E L D R E S T O R A T I O N / R E M O D E L 03/05/2023 PLOT DATE: 6/26/2024 3:28:45 PM CD I Ci r c a D o m i n i I n t e r n a t i o n a l , I n c . En g i n e e r i n g - C o n s u l t i n g 98 9 0 R e s e a r c h D r . S u i t e 1 0 0 , I r v i n e , C A 9 2 6 1 8 Ph o n e ( 9 4 9 ) 5 3 3 - 4 1 1 7 | d k a n g @ c d i e n g . c o m 82 9 N G A R F I E L D S T SA N T A A N A , C A 9 2 7 0 1 DRAWN: CHECKED: PL A N C H E C K R E V . 0 4 / 2 7 / 2 0 2 3 PL A N C H E C K R E V . 0 9 / 2 8 / 2 0 2 3 IN S P E C T I O N R E V . 0 6 / 1 9 / 2 0 2 4 P000 M 37036 Exp. 9-30-24 UNGSUN KAHCGN L.C.A.N. N.T.S. PLUMBING NOTES & SCHEDULES 3 3 3 3 3 HOLD- 829 N Garfield St1/15/2025