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<br /> W PLUMBING FIXTURE SCHEDULE MEP COMPONENT ANCHORAGE NOTE CAL GREEN REQUIREMENTS SHEET INDEX
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<br /> W MARK FIXTURE S or W V CW HW DESCRIPTION ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE FOLLOWING SHALL BE REQUIRED WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED IN
<br /> = THE DETAILS ON THE CITY APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS DRAWINGS AND/OR SPECIFICATIONS: PO.01 PLUMBING SHEET INDEX, LEGEND, NOTES & SCHEDULES
<br /> MNU
<br /> U) TOTO CT705ULN ELONGATED FLOOR MOUNTED WITH ZURN SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED 5.303.1 METERS: SEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR USES P2.00 PLUMBING DEMO FLOOR PLAN zM1
<br /> 06 ZER6000AV-ONE-CPM BATTERY SENSOR OPERATED FLUSH VALVE IN THE 2019 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTER 13, 26 AND 30: DESCRIBED IN SECTIONS 5.303.1.1 AND 5.303.1.2. P2.01 PLUMBING FLOOR PLAN
<br /> WC WATER 4" 2" 1-1/4" -- WITH METAL COVER AND Z5955SS-EL OPEN-FRONT SEAT. HANDLE
<br /> W 1 CLOSET 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. 5.303.1.1 NEW BUILDINGS OR ADDITIONS IN EXCESS OF 50,000 SQUARE FEET: P3.01 PLUMBING ROOF PLAN ARCHITECT PBK-WLC,Inc.
<br /> l-_ TO BE MOUNTED ON WIDE SIDE OF STALL 1.28 GPF. ADA 2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED e. HARD PBK-WLC.com
<br /> O COMPLIANT. P6.01 PLUMBING DETAILS
<br /> WIRED)TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRIC, GAS OR WATER. "PERMANENTLY 1. FOR EACH INDIVIDUAL LEASED, RENTED, OR OTHER TENANT SPACE WITHIN THE SACRAMENTO
<br /> ❑ ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT BUILDING PROJECTEED TO CONSUME MORE THAN 100 GAL/DAY, INCLUDING, BUT NOT 2520 Venture Oaks Way,Suite 440
<br /> zZURN 25364, WALL-HUNG, 20"X18"VITREOUS CHINA WITH RECEPTACLES HAVING A FLEXIBLE CABLE. LIMITED TO, SPACES USED FOR LAUNDRY OR CLEANERS, RESTAURANT OR FOOD Sacramento,CA 95833
<br /> � 3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A SERVICE, MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY SALON OR BARBER 916-682-9494 P
<br /> BACKSPLASH &WALL BRACKET, HOLES ON 4" CENTERS ZURN CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT SHOP.
<br /> J Z81000RESTR-XL LEVER HANDLE FAUCET WITH 0.35 GPM FLOW DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED 2. WHERE SEPARATE SUBMETERS FOR INDIVIDUAL BUILDING TENANTS ARE UNFEASIBLE,
<br /> RESTRICTOR PERFORATED GRID DRAIN, P-TRAP, SPEEDWAY Electrical Engineering
<br /> L COMPRESSION WALL STOP& SUPPLY TUBING. ZURN Z1253 WALL BY CITY. FOR WATER SUPPLIED TO THE FOLLOWING SUBSYSTEMS: PLUMBING LEGEND
<br /> ❑ 1 MOUNT CARRIER WITH CONCEALED ARMS AND 1/2" BOLTS THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE GPM. L EAF
<br /> Z_ MOUNTED PER DETAIL X/XX. CONTRACTOR SHALL COORDINATE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. b. MAKE-UP WATER FOR EVAPORATIVE COOLERS GREATER THAN 6 GPM. SYMBOL ITEM ABBR. WkN
<br /> WITH WALL FRAMER TO AVOID CONFLICT WITH CARRIER. SEE ENGINEERS
<br /> THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND c. STEAM AND HOT-WATER BOILERS WITH ENERGY INPUT MORE THAN 500,000 BTUH/H. APB(COMPANY
<br /> W ARCH. SHEETS FOR MOUNTING HEIGHT. CBC COMPLIANT FOR ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN FIXTURE DESIGNATION 2520 Venture Oaks Way,Suite 440.Sacramento,CA 95833
<br /> W ACCESS. s p916-682-9494 www.LEAFengineers.com
<br /> 2 BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS: 5.303.1.2 EXCESS CONSUMPTION: A SEPARATE SUBMETER OR METERING DEVICE SHALL BE UNIT ABBREVIATION job#: P2102201AR
<br /> CO PROVIDED FOR ANY TENANT WITHIN A NEW BUILDING OR WITHIN AN ADDITION THAT IS NUMBER
<br /> CD JUST SL-ADA-1921-A-GR, 18 GA STAINLESS STEEL, SINGLE 1. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET PROJECTED TO CONSUME MORE THAN 1,000 GAL/DAY.
<br /> z COMPARTMENT, 14"X18"X4-1/2, 1-HOLE PUNCH WITH CHICAGO OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE DETAIL DESIGNATION
<br /> m S 50-E35VPABCP GOOSENECK FAUCET WITH 1.5 GPM FLOW COMPONENT. 5.303.2 RESERVED nn DETAIL NUMBER
<br /> 1 SINK 2" 1-1/2" 1/2" 1/2" RESTRICTOR, J-35-FS PERFORATED GRID DRAIN, SPEEDWAY 2. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, -- SHEET NO. WHERE SHOWN
<br /> J COMPRESSION WALL STOPS & SUPPLY, P-TRAP. CBC COMPLIANT LESS THAN 5 POUND PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: PLUMBING FIXTURES (WATER
<br /> FOR ACCESS. FROM A WALL. CLOSETS AND URINALS)AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE - DOMESTIC COLD WATER CW
<br /> FOLLOWING: ---- DOMESTIC HOT WATER HW
<br /> THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO
<br /> ----- DOMESTIC HW RETURN HWR
<br /> MV MIXINGBRADLEY S59-4000 POINT OF USE MIXING VALVE, INLINE CHECK THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL 5.303.3.1 WATER CLOSETS: THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT
<br /> 1/2" 1/2" VALVES. ADJUSTABLE SET POINT TEMPERATURE CONTROL, SET ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY CITY. THE PROJECT INSPECTOR WILL EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE '-----' EXISTING PIING
<br /> 1 VALVE OUTLET TEMPERATURE AT 110°F. 0.35 GPM MINIMUM FLOW. VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE
<br /> POINT OF CONNECTION POC
<br /> REQUIREMENTS. TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE C CONDENSATE DRAIN VCD
<br /> COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.
<br /> RHEEM HE80-130, 80 GALLON S.S. TANK, GAS FIRED 130,000 BTUH, SHUT-OFF VLAVE IN BOX SOV
<br /> 166 GAL/ HR AT 100°F TEMP. RISE. WATTS 40XL, TEMPERATURE PIPING , DUCTWORK, AND ELECTRICAL 5.303.3.2 URINALS: � PIPING RISE OBD
<br /> WH WATER 1" 1" PRESSURE RELIEF VALVE. OPERATING WEIGHT= 930 LBS., C.E.C.
<br /> 1 HEATER APPROVED. THERMAL EFFICIENCY IN PROVIDE WITH PVC 5.303.3.2.1 WALL-MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED 0 PIPING DROP BDD
<br /> CONCENTRIC VENT. 120 VOLT SERVICE REQUIRED. DISTRIBUTION SYSTEM BRACING NOTE URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. W- SOIL OR WASTE S OR W
<br /> 5.303.3.2.2 FLOOR-MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME OF FLOOR-MOUNTED ___V___ VENT V
<br /> PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH. VENT THRU ROOF VTR
<br /> CP CIRCULATION GRUNDFOS UPS 15-35-SFC , 5 GPM AT 8 FT. OF HEAD, BRONZE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTION 5.303.3.3 SHOWERHEADS: 0- FLOOR CLEANOUT FCO
<br /> 1 PUMP -- -' -- 3/4" CONSTRUCTION WITH FLANGE CONNECTION, 1/6 HP, 115V/ 1 PH., 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2019 CBC, SECTION 1617A.1.24, 1617A.1.25, AND 1617A.1.26.
<br /> 2.1 AMPS, 3300 RPM. PROVIDE WITH TC-1 TIMER KIT&AQUASTAT. 5.303.3.3.1 SINGLE SHOWERHEAD: SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF CLEANOUT TO GRADE COTG
<br /> THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED WALL CLEANOUT WCO
<br /> DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR ,C HOSE BIBB HB
<br /> ZURN Z5888, ENAMELED CAST IRON 22"X18"X12-3/4"ACID PREAPPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2019 CBC OR LATER), COPIES OF THE SHOWERHEADS.
<br /> SS SERVICE RESISTING SERVICE SINK, WITH PEDESTAL-TRAP &CLEANOUT, RIM BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO -RD- ROOF DRAIN RD
<br /> 1 SINK 3" 2" 3/4" 3/4" GUARD AND WALL HANGER, ZURN Z843M1 FAUCET WITH HOSE START OF AND DURING THE HANGING AND BRACING OF DISTRIBUTION SYSTEMS. THE STRUCTURAL 5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER: WHEN A SHOWER IS SERVED -OD- OVERFLOW DRAIN OD z
<br /> END, BUCKET HOOK, VACUUM BREAKER. INTEGRAL SHANK STOPS ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS DOWN SPOUT DS
<br /> AND WALL BRACE. P-TRAP. BRACE LOADS. AND/OR SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 O
<br /> GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY UNDERGROUND UG
<br /> MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL ___TP-__ TRAP PRIMER TP U_
<br /> ZURN Z415-513 COATED CAST IRON WITH 5" ROUND CHROME SYSTEMS (E): BE CONSIDERED A SHOWERHEAD.
<br /> FD FLOOR PLATED GRATE. DOUBLE DRAINAGE FLANGE & NO HUB OUTLET. SD- STORM DRAIN SD
<br /> 1 DRAIN 2" 1-1/2" TP -' TRAP PRIMER CONNECTION. GRATE OPENING NOT MORE THAN MP❑MD❑PP® E❑ OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT 5.303.3.4 FAUCETS AND FOUNTAINS:
<br /> 1/4". SPECIFIC NOTES AND DETAILS. (E) EXISTING EXIST.
<br /> 5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS: LAVATORY FAUCETS SHALL HAVE A (N) NEW NEW
<br /> MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GALLONS PER MINUTE AT 60 PSI. UNDERFLOOR OF z/
<br /> PRECISION PLUMBING PRODUCTS INC. P1-500 TRAP PRIMER VALVE MP❑MD❑PP❑ E❑ OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD OVERHEAD OH LL
<br /> TP TRAP WITH DISTRIBUTION UNIT AND INTEGRAL VACUUM BREAKER. PRE-APPROVAL (OPM-0295-13). 5.303.3.4.2 KITCHEN FAUCETS: KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF
<br /> 1 PRIMER 1/2 PROVIDE INLET BALL VALVE AND ACCESS PANEL. SEE PLANS FOR NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY R RELIEF UJ
<br /> NO. OF TRAPS SERVED (MAXIMUM OF 4). INCREASE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER D DRAIN
<br /> GENERALNOTES MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER I CONDENSATE DRAIN CLEANOUT CO MINUTE AT 60 PSI. SD- SECONDARY CONDENSATE DRAIN
<br /> ZURN 21901-KC-32-2-P COATED CAST IRON WITH ACID RESISTANT N
<br /> FS FLOOR PAINTED INTERIOR, 12" SQUARE TOP, 8" DEEP, DOUBLE DRAINAGE 1. SUPPORT AND BRACING OF ALL PIPING SHALL BE IN ACCORDANCE WITH 2019 C.B.C. 5.303.3.4.3 WASH FOUNTAINS: WASH FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF FC- FURNACE CONDENSATE O
<br /> 1 SINK 2" 1-1/2" TIP -' FLANGE, NO HUB OUTLET&ALUMINUM DOME STRAINER, TRAP NOT MORE THAN 1.8 GALLONS PER MINUTE/20 [RIM SPACE (INCHES)AT 60 PSI]. GAS SHUT OFF VALVE GSOV W z
<br /> PRIMER CONN., P-TRAP, HALF GRATE. 2. DRAINAGE PIPING SMALLER THAN 4" SHALL SLOPE 1/4" PER FOOT. 5.303.3.4.4 METERING FAUCETS: METERING FAUCETS SHALL NOT DELIVER MORE THAN 0.20 SAFETY RELIEF VALVE C
<br /> 3. FOR PLUMBING FIXTURE MOUNTING HEIGHTS AND LOCATIONS, REFER TO ARCHITECTURAL DRAWINGS. GALLONS PER CYCLE. Q J
<br /> GATE VALVE GV = O
<br /> BRASS FAUCET, SHIELDED LOOSE KEY HANDLE, NON REMOVABLE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL PIPE ROUTING WITH WORK OF OTHER 5.303.3.4.5 METERING FAUCETS FOR WASH FOUNTAINS: METERING FAUCETS FOR WASH �b� PLUG VALVE O
<br /> HB HOSE BIBB -- -- 3/4" __ VACUUM BREAKER, & ROUGH CHROME FINISH FOR OUTDOORS; TRADES AND MAKE ANY OFFSETS AS REQUIRED TO AVOID CONFLICT WITH DUCTWORK, LIGHT FOUNTAINS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 0.20 GALLONS PER �� BALL VALVE
<br /> 1 POLISHED CHROME INDOORS.WOODFORD 24P-3/4 WITH WALL FIXTURES, SKYLIGHTS, ETC. CYCLE/20 [RIM SPACE (INCHES)AT 60 PSI]. Op PRESSURE GAUGE PG Z
<br /> FLANGE AT WALLS. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY U z
<br /> 5. PLUMBING CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR ALL GAS AND BE USED TO ACHIEVE REDUCTION. FIRE WALL PENETRATIONO O U)
<br /> NOTES: CONDENSATE DRAIN CONNECTIONS TO MECHANICAL EQUIPMENT- �� CONDENSATE DRAIN TRAP CDT w
<br /> 1. ALL PLUMBING FIXTURES, FLUSH VALVES, FAUCETS, FLOOR DRAINS, FLOOR SINKS, DRINKING FOUNTAINS, ETC. SHALL BE VANDAL TITLE 24 NOTES -LPG- LIQUIFIED PETROLEUM GAS LPG
<br /> RESISTANT. 6. ALL PIPE, PIPE OR PLUMBING FITTING OR FIXTURE, SOLDER, OR FLUX SHALL BE LEAD FREE THAT J � w � U
<br /> PROVIDES WATER FOR HUMAN CONSUMPTION PER CALIFORNIA ASSEMBLY BILL 1953. G NATURAL GAS G O O
<br /> 2. ALL PLUMBING FIXTURES SHALL COMPLY WITH CAL GREEN FLOW RATES FOR 20 PERCENT FLOW RATE REDUCTION PER TABLE 5.303.2.3. 7. GALVANIZED MALLEABLE IRON, GALVANIZED WROUGHT IRON, OR GALVANIZED STEEL ARE PROHIBITED THE FOLLOWING SHALL BE REQUIRED WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED IN ____0 FIRE SPRINKLER RISER FSR Q O Z LU M 0
<br /> MATERIALS FOR WATER SUPPLY AND BUILDING WATER PIPING BOTH UNDERGROUND AND IN BUILDINGS. FIRE DEPARTMENT CONNCTION FDC U) C0 z DRAWINGS AND/OR SPECIFICATIONS: FSL- FIRE SPRINKLER LINE FSL > Q O
<br /> 3. FIXTURES WITH HARD WIRED SENSORS: PLUMBER TO PROVIDE TRANSFORMER AND INSTALL ALL LOW VOLTAGE WIRING. ELECTRICAL TO Q U
<br /> U
<br /> PROVIDE POWER TO TRANSFORMER. PROVIDE A TRANSFORMER FOR UP TO 8 SENSORS WITH MAXIMUM DISTANCE OF 20 FT FROM MANDATORY MEASURES FOR ALL DOMESTIC HOT WATER DISTRIBUTION SYSTEMS - -
<br /> TRANSFORMER TO SENSOR. PROVIDE ACCESS PANEL. 1. EQUIPMENT SHALL MEET THE APPLICABLE REQUIREMENTS OF THE APPLIANCE EFFICIENCY FINISHED FLOOR FF 0- 612
<br /> 8Li3.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH REGULATIONS (SECTION 110.3(8)1). 0 O U)
<br /> LLATION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY EXISTING CONDITIONS ABOVE FINISHED FLOOR AFF _ _
<br /> 2. UNFIRED STORAGE TANKS ARE INSULATED WITH AN EXTERNAL R-12 OR COMBINATION OF R-16
<br /> H CONFLICT WITH INFORMATION PROVIDED IN CONSTRUCTION DOCUMENTS. ABOVE FINISHED GRADE AFG ti � OU
<br /> INTERNAL AND EXTERNAL INSULATION. (SECTION 110.3(C)4).
<br /> PIPE INSULATION CEILING CLG
<br /> H .W. DEMAND • ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED AS SPECIFIED IN SECTION 609.11 OF CONTINUATION CONT.
<br /> THE CALIFORNIA PLUMBING CODE. IN ADDITION, THE FOLLOWING PIPING CONDITIONS SHALL
<br /> HAVE A MINIMUM INSULATION WALL THICKNESS OF 1 INCH OR A MINIMUM INSULATION R-VALUE DRAWING DWG
<br /> ITEM QTYGPH TOTAL GPH. THE FIRST 5 FEET (1.5 METERS) OF COLD WATER PIPES FROM THE STORAGE TANK. EACH EA KI PP:Public Schools
<br /> • ALL PIPING WITH A NOMINAL DIAMETER OF 3/4 INCH (19 MILLIMETER)AND LESS THAN 1 INCH. FEET FT
<br /> LAVATORY/HAND SINK 2 5.0 10.0 ALL HOT WATER WITH A NOMINAL DIAMETER LESS THAN 3/4 INCH THAT IS:. HORSEPOWER HP NORTHERN CALIFORNIA
<br /> SERVICE SINK 1 30.0 30.0 00 ASSOCIATED WITH A DOMESTIC HOT WATER RECIRCULATION SYSTEM. INVERT ELEVATION IVT
<br /> •• FROM THE HEATING SOURCE TO THE KITCHEN FIXTURES.
<br /> PREP SINK 1 45.0 45.0 .. FROM THE HEATING SOURCE TO STORAGE TANK OR BETWEEN TANKS. KILOWATTS KW
<br /> 3-COMP. SINK 1 75.0 75.0
<br /> •• BURIED BELOW GRADE. MECHANICAL MECH
<br /> • PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE
<br /> INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. PIPING THAT PENETRATES SQUARE FEET SF
<br /> METAL FRAMING SHALL USE GROMMETS, PLUGS, WRAPPING OR OTHER INSULATING MATERIAL TYPICAL TYP
<br /> TOTAL GPH 160.0 TO ASSURE THAT NO CONTACT IS MADE WITH THE METAL FRAMING. INSULATION SHALL BUTT TF TRANSFORMER TF
<br /> SECURELY AGAINST ALL FRAMING MEMBERS. Al
<br /> MAXIMUM DEMAND 160.0 . PIPING INSTALLED IN INTERIOR OR EXTERIOR WALLS THAT IS SURROUNDED ON ALL SIDES BY AT
<br /> MAXIMUM DEMAND FACTOR(%)X MAX. DEMAND (GPH) 40 64.0 LEAST 1 INCH OF INSULATION.
<br /> • PIPING INSTALLED IN CRAWLSPACE WITH A MINIMUM OF 2 INCHES (5 CM)OF CRAWLSPACE
<br /> MAXIMUM STORAGE FACTOR(%)X 1.0 64.0 INSULATION ABOVE AND BELOW.
<br /> . PIPING INSTALLED IN ATTICS WITH A MINIMUM OF 4 INCHES (10 CM) OF ATTIC INSULATION ON TOP
<br /> 4. PIPE INSULATION SHALL MEET THE INSULATION PROTECTION REQUIREMENTS OF SECTION 120.3(B)
<br /> WATER HEATER TO MEET GPH @ 80°TEMP RISE 64.0 • INSULATION EXPOSED TO WEATHER SHALL BE SHIELDED FROM SOLAR RADIATION. P1 P2 P3 P4 P5 P6
<br /> • INSULATION ON PIPES BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND
<br /> WATER HEATER(S) STORAGE GALLONS NON-CRUSHABLE CASING OR SLEEVE.
<br /> 5. ALL ELBOWS AND TEES SHALL BE FULLY INSULATED. (RA4.4.1) N
<br /> 6. WHERE INSULATION IS REQUIRED, NO PIPING SHALL BE VISIBLE DUE TO INSULATION VOIDS, AND ALL
<br /> INSULATION SHALL FIT TIGHTLY TO THE PIPE. (RA4.4.1) (I
<br /> 7. FOR GAS OR PROPANE WATER HEATERS: ENSURE THE FOLLOWING ARE INSTALLED (SECTION 150.0(N)) PLAN TRUE
<br /> • A DEDICATED 125V, 20A ELECTRICAL RECEPTACLE CONNECTED TO THE ELECTRIC PANEL WITH A KEY PLAN NORTH NORTH
<br /> 120/240V 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER
<br /> HEATER AND ACCESSIBLE WITH NO OBSTRUCTIONS;
<br /> .. THE CONDUCTOR SHALL BE LABELED WITH THE WORK"SPARE" ON BOTH ENDS; AND
<br /> .. A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE NEXT TO THE CIRCUIT BREAKER NEXT
<br /> TO THE BRANCH CIRCUIT IN A LABELED "FUTURE"240V SHALL BE PROVIDED.
<br /> • A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN OUTSIDE AND Q�,OFESS/pN
<br /> WATER HEATER 0���M.LEN�o� F�
<br /> • A CONDENSATE DRAIN NO MORE THAN 2 INCHES HIGHER THAN THE BASE ON WATER HEATER
<br /> FOR NATURAL DRAINING
<br /> • A GAS SUPPLY LINE WITH CAPACITY OF AT LEAST 200,000 BTU/HR THE RESPONSIBLE PERSON'S UJ N0. 333 0rn
<br /> SIGNATURE ON THIS COMPLIANCE DOCUMENT AFFIRMS THAT
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<br /> PROJECT NUMBER
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<br /> P2102201 AR
<br /> a DATE: 07/01/2021
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<br /> DRAWN BY: KL CHECKED BY: GL
<br /> REVISIONS
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