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REV 1510NS BY
<br /> PLUMBING GENERAL NOTES CALIFORNIA GREEN BUILDING PLUMBING LEGEND
<br /> 1. THE WORK OF THIS SECTION INCLUDES ALL PLUMBING WORK AND EQUIPMENT NEEDED FOR A COMPLETE & 31 . INSTALL ALL PLUMBING IN COORDINATION WITH ELECTRICAL, MECHANICAL, ARCHITECTURAL & STRUCTURAL STANDARDS CODE 2019 SYMBOL ABBREVIATION DESCRIPTION& POC/POD POINT OF CONNECTION / POINT OF DISCONNECTION
<br /> PROPER INSTALLATION & OPERATION. WORK INDICATED ON DRAWINGS BUT NOT MENTIONED IN THE DRAWINGS & TRADES. S S SANITARY OR WASTE PIPING
<br /> SPECIFICATIONS, OR VICE VERSA, SHALL BE PERFORMED THE SAME AS IF SPECIFICALLY MENTIONED OR CHAPTER 3 - GREEN BUILDING -GW- GW GREASE WASTE PIPING
<br /> INDICATED IN BOTH. ANY SUPPLEMENTARY LABOR OR MATERIALS REQUIRED FOR A COMPLETE, APPROVED, 32. MECHANICAL EQUIPMENT SHALL BE ANCHORED OR BRACED AGAINST LATERAL FORCE OF 50% OF THE OPERATING SECTION 301 GENERAL - - - - - V SANITARY VENT PIPING
<br /> AND PROPERLY OPERATING INSTALLATION SHALL BE FURNISHED WHETHER OR NOT INDICATED AND SPECIFIED WEIGHT. 301.1 SCOPE. BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING D D INDIRECT WASTE PIPING
<br /> WITHOUT COST TO THE OWNER. MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS CD CD CONDENSATE DRAIN PIPING
<br /> CONTAINED IN THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE ALSO _ CW DOMESTIC COLD WATER PIPING
<br /> 33. CONSTRUCTION NOTES: INCLUDED IN THE APPLICATION CHECKLISTS AND MAY BE INCLUDED IN THE
<br /> 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACQUISITION & PAYMENT FOR ALL PERMITS, INSPECTIONS & A. VERIFICATION OF DIMENSIONS: SCALED & FIGURED DIMENSIONS ARE APPROXIMATE, BEFORE PROCEEDING DESIGN AND CONSTRUCTION OF STRUCTURES COVERED BY THIS CODE, BUT ARE --- HW DOMESTIC HOT WATER SUPPLY
<br /> RELATED FEES FOR THIS INSTALLATION. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE WITH ANY WORK, CHECK & VERIFY DIMENSIONS AND SIZES, AND ASSUME FULL RESPONSIBILITY FOR NOT REQUIRED UNLESS ADOPTED BY A CITY, COUNTY, OR CITY AND COUNTY AS ----- HWR DOMESTIC HOT WATER RETURN
<br /> AND FEDERAL CODES. ALL MATERIAL DEVICES AND EQUIPMENT SHALL BE APPROVED FOR SUCH INSTALLATION. FITTING IN OF EQUIPMENT & MATERIALS TO OTHER PARTS OF EQUIPMENT AND TO THE STRUCTURE, SPECIFIED IN SECTION 101.7.
<br /> G PIPE DOWN
<br /> WHERE APPARATUS AND EQUIPMENT HAVE BEEN INDICATED ON THE DRAWINGS, DIMENSIONS HAVE BEEN SECTION 303 PHASED PROJECTS PIPE UP
<br /> 3. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTH OF EXISTING LINES, LATERALS AND WYES BEFORE TAKEN FROM TYPICAL EQUIPMENT OF THE CLASS INDICATED, CHECK DRAWINGS TO SEE THAT EQUIPMENT 303.1 PHASE PROJECTS. FOR SHELL BUILDING AND OTHERS CONSTRUCTED FOR I PIPE BRANCH - TOP CONNECTION
<br /> FUTURE TENANT IMPROVEMENTS, ONLY THOSE CODE MEASURES RELEVANT TO I
<br /> STARTING TRENCHING. SHOULD IT BE NECESSARY TO REROUTE LINES DUE TO CONDITIONS FOUND ON THE SITE, CONTEMPLATED FOR USE WILL FIT INTO SPACES PROVIDED, WITH AMPLE SPACE FOR MAINTENANCE THE BUILDING COMPONENTS AND SYSTEMS CONSIDERED TO BE NEW PIPE BRANCH - BOTTOM CONNECTION
<br /> OR IF INDICATED POINTS OF CONNECTIONS CANNOT BE MADE TO THE LINES AS FOUND, THE CONTRACTOR REQUIREMENTS. CONSTRUCTION (OR NEWLY CONSTRUCTED) SHALL APPLY. I PIPE BRANCH - SIDE CONNECTION
<br /> SHALL BEFORE CONTINUING, NOTIFY THE ARCHITECT IN WRITING, PRIOR TO INSTALLING ANY WORK WHICH MAY BE B. LOCATIONS OF THE PIPING AND FIXTURES INDICATED ON THE DRAWINGS ARE APPROXIMATE ONLY AND 303.1.1 TENANT IMPROVEMENTS. THE PROVISIONS OF THIS CODE SHALL APPLY _ 3 PIPE CAP �pFESS/oN
<br /> PIPE SLEEVE Q
<br /> AFFECTED. SHALL BE CHANGED TO MEET THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AS REQUIRED, AT NO ONLY TO THE INITIAL TENANT OR OCCUPANT IMPROVEMENTS TO A PROJECT. - Ago DIRECTION OF FLOW FAle
<br /> I
<br /> EXTRA COST TO THE OWNER. ��� ,�.
<br /> 4. THE INSTALLATION SHALL COMPLY WITH ALL OF THE LATEST APPLICABLE ORDINANCES REGULATIONS & C. DRAWINGS: DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS BENDS PIPE SLOPE & DIRECTION OF FALL
<br /> SECTION 306 VOLUNTARY MEASURES c� M36488 m
<br /> CODES OF ALL AGENCIES HAVING JURISDICTION, INCLUDING THE 2019 CALIFORNIA PLUMBING CODE, 2019 SPECIAL FITTINGS & EXACT LOCATIONS ARE NOT INDICATED. EXAMINE DRAWINGS & PREMISES IN ORDER TO 306.1 PURPOSE. FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES, APPENDIX PIPE BREAK Exp.09/30/21
<br /> A
<br /> A5, NON RESIDENTIAL VOLUNTARY MEASURES, IS PROVIDED AS A GUIDELINE TO WCO WALL CLEANOUT
<br /> CALIFORNIA BUILDING CODE, TITLE 24 ACCESSIBILITY COMPLIANCE, LOCAL CITY BUILDING AND SAFETY DETERMINE BEST METHODS, EXACT LOCATIONS, ROUTES AND BUILDING OBSTRUCTIONS. INSTALL APPARATUS FURTHER ENCOURAGE BUILDING PRACTICES THAT IMPROVE PUBLIC HEALTH, PIPE CONTINUATION F
<br /> DEPARTMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION. THIS APPROVAL IS SUBJECT TO FIELD AND EQUIPMENT IN AVAILABLE LOCATIONS. SAFETY AND GENERAL WELFARE BY PROMOTING THE USE OF BUILDING FCO/COTG FLOOR CLEANOUT OR CLEANOUT TO GRADE CA��
<br /> CONCEPTS WHICH IS MINIMIZE THE BUILDING'S IMPACT ON THE ENVIRONMENT, _
<br /> INSPECTIONS. PROMOTE A MORE SUSTAINABLE DESIGN AND HIGH-PERFORMANCE SOV (I.V.) SHUT OFF VALVE (ISOLATION VALVE), PLAN / RISER
<br /> 34. THE CONTRACTOR SHALL RECORD ON "AS BUILT" DRAWINGS ALL SIZES MATERIALS, LOCATIONS AND DEPTHS EDUCATIONAL FACILITIES. P PRV PRESSURE REDUCING VALVE
<br /> A. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK IN VIOLATION OF BURIED PIPING, PLUGGED TEES, FUTURE CONNECTIONS AND ALL CHANGES IN PIPING FROM THAT SHOWN BFP BACKFLOW PREVENTER
<br /> CHAPTER 5 - NONRESIDENTIAL MANDATORY MEASURES CV CHECK VALVE W
<br /> THEREOF. ON DRAWINGS, AND SUBMIT SUCH SET AT COMPLETION OF WORK. DIVISION 5.1 - PLANING AND DESIGN 2¢ � -
<br /> B. NO EXTRAS WILL BE PAID FOR FURNISHING ITEMS REQUIRED BY THE CODES, BUT NOT SPECIFIED OR SECTION 5.101 GENERAL 4 /© PG PRESSURE GAUGE 2
<br /> SHOWN ON THE DRAWINGS. 35. GUARANTEE ALL LABOR AND MATERIALS FOR ONE YEAR OR AS INDICATED IN THE SPECIFICATIONS. 5.01 PURPOSE. THE PROVISIONS OF THIS CHAPTER OUTLINE PLANNING, DESIGN �I~ PIPE UNION N o J W
<br /> C. RULINGS AND INTERPRETATIONS OF THE ENFORCING AGENCIES SHALL BE CONSIDERED AS PART OF THE AND DEVELOPMENT METHODS THAT INCLUDE ENVIRONMENTALLY RESPONSIBLE AFF ABOVE FINISHED FLOOR T J
<br /> SITE SELECTION, BUILDING DESIGN, BUILDING SITING AND DEVELOPMENT TO AFG ABOVE FINISHED GRADE
<br /> CODE. 36. WATER CLOSETS, URINALS, LAVATORIES, SHALL BE APPROVED BY AUTHORITY HAVING JURISDICTION AND PROTECT, RESTORE AND ENHANCE THE ENVIRONMENTAL QUALITY OF THE SITE ARCH ARCHITECT OR ARCHITECTURAL V Z
<br /> WHERE REQUIRED SHALL COMPLY TO HANDICAPPED REGULATIONS. AND RESPECT THE INTEGRITY OF ADJACENT PROPERTIES. ARL ABOVE ROOF LEVEL _ W
<br /> 5. ALL MATERIALS, EQUIPMENT, INSTALLATION, ETC. SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE CITY, DIVISION 5.2 - ENERGY EFFICIENCY B/G BELOW GRADEQj
<br /> � Z qj
<br /> COUNTY, STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. IN CASE OF CONFLICT WITH CODES 37. TYPE B VENTS SHALL TERMINATE 2 FT. ABOVE OR 8 FT. AWAY FROM ANY VERTICAL SURFACE. SECTION 5.201 GENERAL B/S BELOW SLAB
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<br /> DRAWINGS OR SPECIFICATIONS, THE MORE STRINGENT SHALL PREVAIL. 5.201.1 SCOPE [BSC-CG] CALIFORNIA CODE [DSA-SS]. FOR THE PURPOSES OF C.1. CAST IRON �, 3
<br /> 38. WATER HEATERS SHALL BE SEISMICALLY BRACED. MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS CODE, THE CALIFORNIA CO CLEAN OUT 3
<br /> ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY BUILDING DWG/DWGS DRAWING/DRAWINGS
<br /> 6. VERIFY SIZE, LOCATION, DEPTH, ETC. OF ALL EXISTING UTILITIES INFIELD PRIOR TO START OF WORK. STANDARDS. DN DOWN
<br /> 39. INSTALL WATER HAMMER ARRESTERS ON EACH COLD & HOT WATER FIXTURE BRANCH AS RECOMMENDED BY DIVISION 5.3 - WATER EFFICIENCY AND CONSERVATION F/A - F/B FROM ABOVE - FROM BELOW
<br /> 7. MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND PAY FOR ALL PERMITS, PLUMBING AND DRAINAGE INSTITUTE WH-210 STANDARD. DEVICES SHALL BE FACTORY MADE WITH PERMANENT FT FEET
<br /> CHARGES, METERS AND CITY SEWAGE FACILITIES CHARGE. CUSHION OF GAS OR AIR. PROVIDE ACCESS PANEL. SECTION 5.301 GENERAL GPM GALLONS PER MINUTE z
<br /> 5.301.1 SCOPE. H\L - L\L HIGH LEVEL - LOW LEVEL
<br /> THE PROVISIONS OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF
<br /> 8. ALL SEWER LINES SHALL RUN AT 2% SLOPE UNLESS NOTED OTHERWISE. 40. PLUMBING CONTRACTOR TO PREPARE SHOP DRAWINGS SHOWING ALL BEAMS, FOOTINGS OR FOOTING STEMCONSERVING WATER USED INDOORS, OUTDOORS AND IN WASTEWATER IPS IRON PIPE SIZE z �,
<br /> PENETRATIONS, OPENINGS OR PIPE SLEEVE REQUIRED FOR PLUMBING INSTALLATIONS. SUBMIT SHOP DRAWINGS CONVEYANCE. 1.E. INVERT ELEVATION 0
<br /> 9. ALL SEWER LINES RUN @ SLOPES LESS THAN 2% ARE SUBJECT TO FIELD APPROVAL OF PLUMBING INSPECTOR. TO GENERAL CONTRACTOR FOR COORDINATION 60 DAYS PRIOR TO POURING OF FOOTINGS & GRADE BEAMS. MAX MAXIMUM
<br /> SHOP DRAWINGS INFORMATION SHALL INCLUDE ELEVATION, SIZES, LOCATIONS AND NUMBER OF PIPE SLEEVES, 5.303.2 RESERVED. MECH MECHANICAL
<br /> 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. MIN MINIMUM
<br /> 10. RISERS TO BE LOCATED IN WALLS OR COLUMN-FURRING. PENETRATIONS AND OPENINGS. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCET AND NTS NOT TO SCALE O>
<br /> SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING: PD PRESSURE DROP �
<br /> 11. ALL FLOOR CLEANOUT COVERING DECKS SHALL HAVE FINE FINISH. 41 . ALL CONDENSATE PIPES SHALL BE CONNECTED INDIRECTLY TO NEAREST SEWER LINE WITH AIR GAP FITTING OR 5.303.3.1 WATER CLOSET. PSI POUNDS PER SQUARE INCH O
<br /> SPILL THRU FLOOR SINK OR WHERE APPROVED CONNECT TO TAIL PIECE OF LAVATORY. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSET SHALL NOT EXCEED 1.28 P&TRV PRESSURE AND TEMPERATURE RELIEF VALVE (� N
<br /> 12. ALL WASTE, VENT, COLD WATER AND GAS STUB-OUTS SHALL BE CAPPED , SIZE ON RISER DIAGRAM. GALLONS PER FLUSH. TANK-TYPE WATER CLOSET SHALL BE CERTIFIED TO THE QTY QUANTITY
<br /> 42. PLUMBING CONTRACTOR SHALL SUBMIT COORDINATION SHOP DRAWINGS SHOWING COORDINATION WITH PERFORMANCE CRITERIA OF THE U.S. EPA WATER SENSE SPECIFICATION FOR SOV SHUT OFF VALVE Lu O (S-)
<br /> 13. WATER, SEWER, VENT, FIRE & GAS PIPES THRU CONCRETE WALLS ALL FLOORS SHALL HAVE PIPE-SLEEVES WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND FIRE SPRINKLER TRADES FOR APPROVAL. TANK-TYPE TOILETS. TMV THERMOSTATIC MIXING VALVE (-
<br /> NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED T/A - T/B TO ABOVE TO BELOW CD W
<br /> NON-COMBUSTIBLE SEALING. AS THE COMPOSE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND / O I-
<br /> 43. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE ONE FULL FLUSH. TYP TYPICAL z O
<br /> 14. INSTALL SHUT-OFF VALVES AT BASE OF EACH COLD AND HOT WATER SUPPLY RISER. METHOD SET IN SECTION 609.9 OF THE PLUMBING CODE. U/C UNDER COUNTER
<br /> 5.303.3.2 URINALS. -J z
<br /> 5.303.3.2.1 WALL-MOUNTED URINALS. VTR VENT THRU ROOF v J
<br /> 15. ALL SERVICE OUTLETS FOR FIXTURES AND EQUIPMENT SHALL BE PROVIDED WITH A LINE SIZE SHUT OFF VALVE. 44. ROOF DRAINS, OVERFLOW DRAINS AND RAINWATER PIPING WITHIN THE INTERIOR OF THE BUILDING SHALL BE THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED EQUIPMENT IDENTIFICATION SYMBOL (EE
<br /> EQUIPMENT TYPE CL/ z
<br /> TESTED IN ACCORDANCE WITH THE PROVISIONS OF THE PLUMBING CODE FOR TESTING DRAIN WASTE AND VENT 0.125 GALLONS PER FLUSH. EQUIPMENT IDENTIFIER LLJ LLJ
<br /> 5.303.3.2.2 FLOOR-MOUNTED URINALS. � LLJ
<br /> 16. ALL HOSE BIBBS SHALL BE EQUIPPED WITH AN APPROVED NONREMOVABLE VACUUM BREAKER. SYSTEMS. THE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED OR OTHER URINALS SHALL lZ z �
<br /> NOT EXCEED 0.5 GALLONS PER FLUSH. ADA COMPLIANCE NOTES W QD
<br /> 17. WHERE LOCAL WATER PRESSURE IS IN EXCESS 80 PSI THE PLUMBING CONTRACTOR SHALL PROVIDE AN 45. ROOF DRAIN AND OVERFLOW PIPING WITHIN THE BUILDING SHALL UTILIZE APPROVED DRAINAGE FITTINGS. 5.303.3.3 SHOWERHEADS. QD
<br /> APPROVED TYPE PRESSURE REGULATOR WITH INTEGRAL STRAINER, AT NO EXTRA COST TO THE OWNER. 5.303.3.1 SINGLE SHOWERHEAD '
<br /> 46. ALL WATER PIPING RUNNING IN UNHEATED AREAS OR OUTSIDE THE BUILDING INSULATION ENVELOPE SHALL BE SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 1 . INSULATE EXPOSED HOT WATER PIPING AND WASTE J
<br /> GALLONS PER MINUTES AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PIPING AT DESIGNATED LAVATORIES WITH NEATLY
<br /> 18. ALL FLOOR SINKS AND FLOOR DRAINS SHALL BE PROVIDED WITH A HALF INCH TRAP PRIMER. INSULATED. PERFORMANCE CRITERIA OF THE US EPA WATER SENSE SPECIFICATIONS FOR U
<br /> SHOWERHEADS. PRE-FORMED INSULATION COVERS BY McGUIRE
<br /> 19. CONTRACTOR SHALL FURNISH AND INSTALL, AT NO EXTRA COST TO THE OWNER, TRAP PRIMERS WHERE 47. MANUFACTURER OF PLUMBING PRODUCTS MUST HAVE ANSI NSF STANDARD 61, SECTION 9 CERTIFICATION TO "PROWRAP" OR APPROVED EQUAL.
<br /> DEMONSTRATE COMPLIANCE WITH THE FEDERAL REQUIREMENTS FOR LEAD CONTRIBUTION TO DRINKING WHEN
<br /> REQUIRED BY CODE. WHERE A COLD WATER SERVICE LINE TO A FREQUENTLY USED FIXTURE IS AVAILABLE, THE ANSI/NSF 3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER.
<br /> A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED
<br /> TRAP PRIMER SHALL BE PPP P1 -500 WITH INTEGRAL VACUUM BREAKER. PROVIDE ADAPTER FITTINGS WITH WATER (SAFE DRINKING WATER ACT SDWA AND AB 1953). FLOW RATE of ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS 2. FIXTURE MOUNTING HEIGHTS FOR THE PHYSICALLY
<br /> PRIMER TAPS AS REQUIRED. CONTROLLED BY SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE DISABLED SHALL CONFORM TO THE STATE OF
<br /> AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER CALIFORNIA TITLE-24 REGULATIONS.
<br /> 20. PROVIDE BACKFLOW PROTECTION FOR DOMESTIC WATER SUPPLY WHERE REQUIRED BY CODES OR AUTHORITY 48. PLUMBING AND FIRE SPRINKLER CONTRACTOR SHALL OBTAIN AND/OR CONDUCT FIRE FLOW TEST TO DETERMINE OUTLET TO BE IN OPERATION AT A TIME.
<br /> WATER PRESSURE FOR DOMESTIC WATER AND SPRINKLER DESIGN PRIOR TO STARTING WORK. NOTE: A HAND HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.
<br /> HAVING JURISDICTION. O
<br /> 5.303.3.4 FAUCETS AND FOUNTAINS. GZ
<br /> 21 . IRRIGATION CONTRACTOR TO PROVIDE BACKFLOW PROTECTION. 49. FIRE SPRINKLER SYSTEM TO BE HYDRAULICALLY DESIGNED BY FIRE SPRINKLER CONTRACTOR. ALL EQUIPMENT, 5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS. SHEET INDEX
<br /> COMPONENTS AND PIPE RUNS SHOWN FOR REFERENCE ONLY. (WHERE APPLICABLE) LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN � o � o
<br /> 22. ALL IRRIGATION IS TO BE DONE AT NIGHT BETWEEN THE HOURS OF 12 MIDNIGHT AND 4 A.M. VERIFY LOCATION 0.5 GALLONS PER MINUTES AT 60 PSI. u--� z N
<br /> OF STUB IN FIELD (TIME CLOCK CONTROL). 50. WATER CLOSETS FOR PUBLIC USE ARE TO BE ELONGATED BOWLS WITH OPEN FRONT TOILET SEAT. CPC 408. 5.303.4.2 KITCHEN FAUCETS PO. 1 PLUMBING GENERAL NOTES, CAL. GREEN NOTES, w J ZLn
<br /> (APPLICABLE ONLY TO LOCATIONS NOTED ON PLAN) KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 LEGEND & SYMBOLS W < U Q
<br /> 23. RUN A FULL SIZE DRAIN LINE FROM WATER HEATERS TEMPERATURE AND PRESSURE RELIEF VALVE TO NEAREST GALLONS PER MINUTES AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY z w v
<br /> INCREASE THE FLOW ABOVE THE MAXIMUM RATE BUT NOT TO EXCEED 2.2 w z
<br /> FLOOR SINK OR TO AN APPROVED LOCATION. 51 . FOUNDATION DRAIN PIPING IS INDICATED FOR REFERENCE ONLY. PLUMBING CONTRACTOR SHALL VERIFY GALLONS PER MINUTES AT 6o PSI, AND MUST DEFAULT TO A MAXIMUM FLOW PO2 PLUMBING SCHEDULES z w 0
<br /> EXACT LOCATION, DEPTH, SIZE WITH ARCHITECT BEFORE STARTING TRENCHING, SHOULD IT BE NECESSARY TO RATE OF 1.8 GALLONS PER MINUTES AT 60 PSI. O
<br /> REROUTE LINES OR IF INDICATED POINT OF CONNECTION CAN'T BE MADE TO THE EXISTING LINES AS FOUND, PO.3 PLUMBING T-24 FORMS (PAGE 1 -4) u o
<br /> 24. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES, STRAINERS, TRAP PRIMERS, ETC. 5.303.4.3 WASH FOUNTAINS. � 0 � U
<br /> THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT, IN WRITING, PRIOR TO INSTALLING ANY �'FOUNTAINWASH D O
<br /> 25. ALL PIPING IN FINISHED AREAS SHALL BE RUN CONCEALED. EXPOSED PIPING, WHERE NECESSARY,
<br /> WORK WHICH MAY BE EFFECTED. (APPLICABLE ONLY TO LOCATIONS NOTED ON FLOOR PLANS) GALLONSPER AMAXIMUM ATE OF NOT MORE THAN 1.8
<br /> MINU ES/0[RIMSPA SPACE AT PSI] PO.4 PLUMBING T-24 FORMS (PAGE 5-6) z
<br /> SHALL RUN AS HIGH AS POSSIBLE AND TIGHT TO THE WALLS. 5.303.4.4 METERING FAUCETS. W
<br /> 52. LOCAL CITY APPROVED WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES WITH AUTOMATIC GAS METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 GALLONS PER CYCLE. P2.0 PLUMBING SITE PLAN
<br /> 26. NO VENT OUTLET SHALL TERMINATE CLOSER THAN TEN (10) FEET TO OR THREE (3) FOOT ABOVE ANY DOOR, SHUT-OFF SHALL BE UTILIZED. WATTS NO. 210-5 OR APPROVED EQUAL. (WHERE APPLICABLE)
<br /> WINDOW OR GRAVITY AIR INTAKE, NOR CLOSER THAN TEN FEET TO OR THREE FEET ABOVE ANY FORCED OR 5.303.4.5 METERING FAUCETS FOR WASH FOUNTAINS. P2. 1 FIRST FLOOR - WATER LAYOUT
<br /> METERING FAUCETS FOR WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE
<br /> MECHANICAL AIR INTAKE. 53. AREA DRAINS WILL BE INSPECTED AND CLEANED A MINIMUM OF ONCE PER YEAR. (APPLICABLE ONLY TO OF NOT MORE THAN 0.20 GALLONS PER CYCLE/20 [RIM SPACE (INCHES) AT 60
<br /> LOCATIONS NOTED ON PLAN) PSI]. P2.2 SECOND FLOOR - WATER LAYOUT
<br /> 27. ALL VENTS AND FLUE OUTLETS SHALL BE A MINIMUM OF 10 FEET FROM ANY FRESH AIR INTAKES. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER
<br /> 54. FOR ALL DRAINS EXCEEDING A NET AREA OF 4 SQ.FT., PROVIDE A SIGN "NO DUMPING, DRAINS TO OCEAN". MEANS MAY BE USED TO ACHIEVE REDUCTION. P2.3 FIRST FLOOR - SEWER 8c VENT LAYOUT DATE03/05/2020
<br /> 28. PROVIDE HIGH AND LOW COMBUSTION FOR THE WATER HEATERS AND ALL OTHER GAS BURNING APPLIANCES (APPLICABLE TO ALL LOCATIONS NOTED ON PLAN) 5.303.6 STANDARD FOR PLUMBING FIXTURES AND FITTINGS.
<br /> REQUIRING COMBUSTION AIR AS PER CODE. EXACT LOCATION & ROUTING TO BE APPROVED BY THE ARCHITECT PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH P2.4 SECOND FLOOR - SEWER & VENT LAYOUT 5CALE
<br /> AND AUTHORITIES HAVING JURISDICTION. THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLIANCE STANDARD A5 5"OWN
<br /> 55. THERE WILL BE NO HOSE BIBBS OR WASHING AREAS IN ANY SUBTERRANEAN PARKING AREAS. (WHERE REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE IN CHAPTER P2.5 ROOF PLAN - PLUMBING LAYOUT
<br /> APPLICABLE) 6 OF THIS CODE. DRAWN
<br /> 29. EXACT LOCATIONS, DIMENSION & MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM P3. 1 DOMESTIC WATER, SEWER AND VENT RISER GEA
<br /> ARCHITECTURAL, STRUCTURAL AND KITCHEN DRAWINGS. 56. ALL BATHTUB TRAPS SHALL BE SOLID JOINT CONNECTION. SLIP JOINT CONNECTIONS ARE NOT ACCEPTABLE. DIAGRAM Job
<br /> 30. VERIFY AND COORDINATE ROUGH-IN LOCATIONS AND DIMENSIONS FOR EQUIPMENT. PROVIDE ALL (ONLY WHERE APPLICABLE)
<br /> INTERCONNECTING PIPING AND APPURTENANCES REQUIRED AND MAKE ALL FINAL CONNECTIONS. P3.2 STORM RISER DIAGRAM
<br /> 57. PROVIDE WATER HAMMER ARRESTORS PER PDI STANDARD. (APPLICABLE ONLY TO LOCATIONS NOTED ON PLAN) 5"EEr
<br /> P4. 1 PLUMBING DETAILS
<br />
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