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TER 3"
<br /> 1/ITH FLA WASH LAG SCREW PLUMBING SPECIFICATIONS PLUMBING SPECIFICATIONS
<br /> SEAL PENETRATION W/SILICONE BOLT FLEXIBLE ALUMINUM BASE RING TO WITH FLAT WASHER @EACH
<br /> SEALANT ROOF W/MANUFACTURERS POINT
<br /> PLEATE,FLEXIBLE,RESILIENT E.P.D.M RECOMMENDED FASTENERS(COMPLETELY FIRST STUD NOT BEHIND
<br /> RUBBER PIPE FLASHING SEAL THE FLASHING WITH FASTENERS), 2.JOINTING: 1.GENERAL:
<br /> WATER HEATER
<br /> COMPLETELY SEAL THE FLASHING WITH a.THREADED JOINTS SHALL HAVE TAPERED EVENLY CUT AND SHALL BE MADE WITH UNDERWRITERS' THE REQUIREMENTS OF THE GENERAL AND SPECIAL CONDITIONS OF THESE SPECIFICATIONS
<br /> SILICONE SEALANT ON THE UNDERSIDE OF LINE CONNECTING POINTS OF LABORATORIES APPROVED COMPOUND FOR GAS SERVICE CONSISTING OF GRAPHITE COMPOUND OR APPLY TO ALL WORK THE CONTRACTOR SHALL CONSULT THEM IN DETAIL AND ASSUME ALL ■
<br /> THE RIBBED ALUMINUM BASE. SUPPORT MUST PASS THROUGH POLYTETRAFLOURETHYLENE TAPE APPLIES TO THE MALE THREADS ONLY.AFTER CUTTING AND BEFORE OBLIGATIONS OR CONDITIONS THEREIN WHICH AFFECT THIS WORK. ARCHITECTURE
<br /> THREADING,PIPE SHALL BE REAMED AND SHALL HAVE BURRS REMOVED CAULKING OF THREADS JOINTS
<br /> z WATER HEATER TANK AS SHOWN. TO STOP OR PREVENT LEAKS WILL BE PERMITTED. 2.SCOPE OF WORK:
<br /> b.WELDED JOINTS:CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH WELDED FITTINGS OF &THIS CONTRACTOR SHALL FURNISH ALL PLANT,LABOR, EQUIPMENT,
<br /> C} FORGED-BRANCH-CONNECTION FITTINGS. METERING OR NOTCHING PIPE TO FORM ELBOWS AND TEES,OR TOOLS,AND SERVICES TO COMPLETE THE PLUMBING WORK AS SHOWN ON THE
<br /> 3/4"x 24 GA PERFIRATED STEEL
<br /> O OTHER SIMILAR FITTINGS,WILL NOT BE PERMITTED. DRAWINGS AND AS HEREINAFTER DESCRIBED, READY FOR SERVICE TO THE ENTIRE SATIATION
<br /> PLUMBERS TAPE ENCIRCLING OF THE ARCHITECT.
<br /> TANK FROM FRONT AND BACK c.SOLDER JOINTS IN COPPER TUBING FOR ALL INSTALLATIONS(HEATING, REFRIGERATING,AND PLUMBING)
<br /> SHALL BE MADE WITH SIL-FOS SILVER BRAZING ALLOY.SURFACES TO BE JOINED SHALL BE FREE OF OIL, b.WORK INCLUDED:THE SYSTEM TO BE INSTALLED CONSIST ESSENTIALLY OF THE
<br /> GREASE,RUST AND OXIDES.AFTER CLEANING AND BEFORE ASSEMBLY OR THREADING,SUPPLY HANDY- FOLLOWING ARCHITECT
<br /> FLEXIBLE WATER CONNECTIONS FLUX TO EACH JOINT SURFACE AND SPREAD EVENLY. HEAT SHALL BE APPLIED CAREFULLY WITH AN OXY-
<br /> ROOF INSULATION - ACETYLENE TORCH TO AVOID OVERHEATING FITTINGS,VALVES, ETCTINE 95 5%ANTIMONY SOLDER MAY (.PLUMBING FIXTURES NJ ASSOCIATES
<br /> `I BE PERMITTED ON PLUMBING LINES ABOVE SLAB OR GROUND ONLY WITH PRIOR APPROVAL FR PIPING 2" ii.SANITARY SEWER PIPING AND WATER PIPING
<br /> AND SMALLER,ONLY iii.TRENCHING AND BACKFILL 22769 N BENDER ROAD
<br /> iv.TESTING AND ADJUSTMENT OF THE PLUMBING SYSTEM ACAMPO CA 95220
<br /> d.STEEL PIPE AND CONNECTIONS v.OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWING
<br /> 209.727.2040
<br /> i.SHALL HAVE ENDS REAMED TO FULL INSIDE DIAMETER AND BEVELED BEFORE BEING MADE UP 3.WORKMANSHIP: www.njaarchitecture.com
<br /> INTO FITTINGS
<br /> ROOF VENT PENETRATION ii.ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS. WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE THE BEST STANDARD
<br /> iii.ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT. PRACTICE FOR THIS TYPE OF WORK.
<br /> FLEXIBLE WATERiv.JOINTS BETWEEN PIPE AND FITTINGS TO BE MADE WITH THREADS FULLY COATED WITH CLIENT
<br /> KEY'S THREAD PASTER.PASTE IS TO BE APPLIED TO MALE THREAD. 4.DRAWINGS
<br /> CONNECTIONS v.UNIONS TO BE PLACED ADJACENT TO ALL SCREWED VALVES,CHECK VALVES,OR EQUIPMENT HIGH WATER BREWING
<br /> WHICH HAS NO UNION CONNECTIONS. UNIONS ON WATER PIPES ON FIXTURES SIDE OF TRAPS MAY BE a.THE DRAWINGS FORM A PART OF THE SPECIFICATIONS AND CONTRACT.AND ANY
<br /> SLIP FLANGE JOINTS WITH SOFT RUBBER OF LEAD GASKETS. WORK OR MATERIAL SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS,
<br /> BRIFDFRT TYPE"B" FLUE CAP a' OR VICE VERSA,SHALL BE EXECUTED THE SAME AS IF SPECIFICALLY MENTIONED IN BOTH.THE
<br /> X
<br /> o O e.CAST IRON PIPE JOINTS AND CONNECTIONS: WORK SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS HOWEVER,IN CERTAIN
<br /> a INSTANCES,ARRANGEMENTS ARE SCHEMATIC, INDICATING ONLY GENERAL ARRANGEMENTS.
<br /> LJOINTS SHALL BE MADE WITH STAINLESS STEEL COUPLING NO- HUB TYPE. SHOULD IT BE NECESSARY TO DEVIATE FROM THE ARRANGEMENT SHOWN IN ORDER TO MEET
<br /> STORM COLLAR W/DRAW BAND AT Of w ii.ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS STRUCTURAL CONDITIONS,SUCH AS ADDITIONS SHALL BE MADE WITHOUT EXPENSE TO
<br /> TOP iii.ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT OWNER.
<br /> ROOFING FLASHING iv.CLEANOUTS TO BE LOCATED NOT LESS THAN 18"FROM BUILDING CONSTRUCTION FOR EASE
<br /> OF RODING b.WHENEVER THERE APPEARS TO BEA DISCREPANCY BETWEEN DRAWING PROJECT
<br /> v.USE GRAPHITE ON ALL CLEANOUT THREADS. AND/OR SPECIATION'S,THE CONTRACTOR SHALL BASE HIS BID ON THE MOST EXPENSIVE
<br /> ALTERNATE,AND AFTER AWARD OF CONTRACT,SHALL CONSULT THE PROFESSIONAL HIGH WATER BREWING
<br /> 3.PIPING CUTTING: INCHARGE FOR FURTHER INSTRUCTIONS.
<br /> ROOF STRUCTURE 1"AIR SPACE _ 927 INDUSTRIAL WAY
<br /> 1"X 1/8" RING CLAMP&SUPPORT w PIE CUTTING SHALL BE DONE WITHOUT DAMAGE TO THE PIPE. UNLESS OTHERWISE AUTHORIZED BY THE 5.RULES, REGULATIONS,AND CODES: LODI CA 95240
<br /> DOUBLE WALL FLUEBRACKETS SECURE W/1/4" DIAMETER X o PROFESSIONAL INCHARGE,CUTTING SHALL BE DONE BY MEANS OF AN APPROVED TYPE OF MECHANICAL
<br /> o CUTTER WHEEL.CUTTERS SHALL BE USED WHERE PRACTICABLE.ON PIPE 6"AND LARGER,AN APPROVED &ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST
<br /> 2" LAG SCREWS GAS-CUTTING-BEVELING MACHINE MAY BE USED. RULES,CODES,AND REGULATIONS OF THE FOLLOWING:
<br /> LNATIONAL FIRE PROTECTION ASSOCIATION
<br /> 4.CARE AND CLEANING: ii.2003 IECC
<br /> NOTES: iii.RULES OF LOCAL UTILITY
<br /> 1. VENTTERMINALS,VENTING SYSTEMS SHALLTERMINATE NOT LESS THAN 4 FT BELOW OR 4FT Of &ALL BROKEN, DAMAGED,OR OTHERWISE DEFECTIVE PARTS OF THIS WORK SHALL BE REPAIRED OR iv.UNIFORM BUILDING CODE
<br /> HORIZONTALLY FROM,AND NOT LESS THAN 1 FT ABOVE A DOOR,AN OPERNABLE WINDOW OR A FLEXIBLE GAS REPLACED BY THE CONTRACTOR,AT HIS EXPENSE AND THE ENTIRE WORK LEFT IN A CONDITION v.UNIFORM PLUMBING CODE
<br /> GRAVITY AIR INLET INTO A BUILDING.PER CMC SECTION806.6 ,Of z CONNECTION SATISFACTORY TO THE PROFESSIONAL INCHARGE.AT COMPLETION THIS CONTRACTOR SHALL CAREFULLY vi.UNIFORM ELECTRIC CODE
<br /> v CLEAN AND ADJUST ALL EQUIPMENT, FIXTURE,AND TRIM WHICH ARE INSTALLED AS PART OF HIS WORK b.RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE
<br /> 2. SEPARATION FROM INLETS.VENTING SYSTEM SHALL TERMINATE AT LEAST 3 FT ABOVE AN AND THE SYSTEMS AND EQUIPMENT LEFT IN SATISFACTORY OPERATION CONDITION. CONSIDERED PART OF THE REGULATIONS
<br /> OUTSIDE -OR MAKEUP-AIR INLET LOCATED WITHIN 10 FT AND AT LEAST 4 FT FROM A PROPERTY LINE J
<br /> EXCEPT A PUBLIC WAY,PER CMC SECTION 806.61 5.WATER SYSTEM STERILIZATION: c.NOTHING IN THESE SPECIFICATIONS IS TO BE CONSIDERED TO PERMIT WORK NOT
<br /> CONFORMING TO THE ABOVE,AND EXPENSE IN COMPLIANCE WITH ALL THE ABOVE SHALL BE
<br /> TOP OF SUPPORTING PLATFORM AFTER FLUSHING, ENTIRE WATER SYSTEM FROM NEW POINTS OF CONNECTION SHALL BE STERILIZED BORNE BY THE CONTRACTOR
<br /> BEFORE BEING TURNED OVER TO THE OWNER FOR USE.SLOWLY FILL SYSTEM WITH WATER AND ADD
<br /> CHLORINE CHEMICAL AGENT TO PRODUCE A MINIMUM OF 50 PPM OF CHLORINE IN ENTERING WATER. d.WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER
<br /> TREATED WATER SHALL BE RETAINED IN PIPE OVERNIGHT.CHLORINE RESIDUAL AT PIPE STANDARDS OR LARGER SIZES THAN THOSE REQUIRED BY THE ORDINANCES AND
<br /> ROOF VENTING DETAIL BRACING HOT WATER DETAIL EXTREMITIES SHALL BE AT LEAST 5 PPM AT END OF THIS TIME.SHOULD CHLORINE RESIDUAL BE LESS STATUES,THE SPECIATION'S AND DRAWINGS SHALL TAKE PRIORITY OVER THE SPECIFIC
<br /> THAN THIS AMOUNT, PIPE SHALL BE RE-CHLORINATED. ORDINANCES AND STATUTES.
<br /> 63EST OF PIPING 6.SITE EXAMINATIONS AND CONDITIONS:
<br /> a.ALL PIPING SHALL BE TESTED AT COMPLETION OF ROUGHING IN, IN ACCORDANCE WITH THE UNIFORM THIS CONTRACTOR SHALL EXAMINE THE SITE,VERIFY DIMENSIONS AND LOCATIONS AGAINST
<br /> PLUMBING CODE. THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE
<br /> DONE BEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR
<br /> SQUARE SCORIATD TOP W/
<br /> /HANGER ROD-SEE SCH.FOR 7.CLOSING IN OF UNINSPECTED WORK EXTRA EXPENSE ON ACCOUNT OF ERROR
<br /> SIZE
<br /> VANDAL PROOF SCREW &THIS CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK INSTALLED BY HIM TO BE COVERED 7.MATERIAL LIST AND SUBSTITUTIONS:
<br /> ADJUSTABLE BAND HANGER- UP OR ENCLOSED BEFORE IT HAS BENIN INSPECTED,TESTED AND APPROVED
<br /> a.PRIOR TO COMMANDMENT OF WORK AND WITHIN 35 DAYS AFTER
<br /> SEE SPECS.FOR TYP. b.SHOULD ANY WORK BE ENCLOSED OR COVERED UP BEFORE IT HAS BEEN APPROVED, HE SHALL,AT HIS SIGNING OF THE CONTRACT BY THE OWNER AND GENERAL CONTRACTOR,THIS
<br /> FINISH FLOOR EXPENSE, UNCOVER THE WORK.AFTER IT HAS BEEN TESTED, INSPECTED,AND APPROVED, HE SHALL CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE ARCHITECT FOR APPROVAL A COMPLETE
<br /> MAKE ALL REPAIRS NECESSARY TO RESTORE THE WORK OF OTHER CONTRACTORS TO THE CONDITION IN LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS.
<br /> ADJUSTABLE LEVEL CONTROL WHICH IT WAS FOUND AT THE TIME OF CUTTING PARTIAL OR INCOMPLETE LIST WILL NOT BE CONSIDERED.NO SUBSTITUTIONS WILL BE
<br /> ® WROUGHT IRON CLEVISCONSIDERED THEREAFTER ONLY ONE(1)REQUEST WILL BE CONSIDERED ON EACH ITEM OF
<br /> END OF PLUMBING SPECIFICATIONS. MATERIAL OR EQUIPMENT.
<br /> HANGER-SEE SPECS FOR TYP.
<br /> 8.FEES, PERMITS,AND UTILITY SERVICES: b.INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S
<br /> MEMBRANE SEE RESPONSIBILITY.ANY CHANGES REQUIRED FOR INSTALLATION OF APPROVED
<br /> SPECIFICATIONS FOR HOT WATER SUPPLY AND THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL PERMITS AND SERVICE CHARGES SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST.
<br /> ADDITIONAL INFORMATION REQUIRED IN THE INSTALLATION OF HIS WORK,ARRANGE FOR REQUIRED INSPECTIONS,AND SECURE
<br /> RETURN APPROVALS FROM AUTHORITIES HAVING JURISDICTION.CONTRACTOR SHALL ARRANGE FOR UTILITY c.SUBMIT TO THE PROFESSIONAL INCHARGE FOR APPROVAL,WITHIN A
<br /> INSULATION @HW OR CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF ANY. REASONABLE TIME AFTER AWARD OF CONTRACT AND IN AMPLE TIME TO AVOID DELAY OF
<br /> CONDENSATE LINE 9.GUARANTEE: CONSTRUCTION.
<br /> CAST IRON RISER
<br /> PIPE HANGER SCHEDULE AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED,THE CONTRACTOR SHALL 10. ALL TAPS TWENTY-FOUR(24)INCHES&SMALLER INTO SEWER&DRAIN MANHOLES SHALL
<br /> GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE(1)YEAR. IF, BE CORE BORED WITH KOR-N-SEAL TAPS OR APPROVED EQUAL
<br /> PIPE SIZE HANGER ROD BOLT WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM IS PROVEN TO 11. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER
<br /> BE DEFECTIVE IN WORKMANSHIP AND/OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED,OR REPLACED THESE PLANS SHALL NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS MUST BE INSTALLED IN
<br /> 1/2"THRU 3/4" 1/4" 1/4" FREE OF CHARGE BY THIS CONTRACTOR. EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND
<br /> 1"THRU 1-1/2" 3/8" 3/8 10.ACCESSIBILITY: DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO AVOID
<br /> FLOOR CLEANOUT DETAIL 2"THRU 2-1/2" 1/2" 1/2" INTERRUPTING SERVICES TO EXISTING CONNECTIONS. MORTAR OR BRICK PLUGS MUST BE USED,
<br /> PIPE HANGER DETAIL 3" 1/2' 1/2" 71 CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF PARTITIONS INFLATABLE DEVICES ARE NOT SATISFACTORY.
<br /> FOR ADEQUATE INSTALLATION OF HIS WORK.ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OF 12. DRAIN PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE C-76 CL III, NON-
<br /> SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED. REINFORCED CONCRETE PIPE C-14 CL III, PVC SDR 35,OR AS SPECIFIED ON PLANS. IN ALL CASES,
<br /> PART 2: PRODUCTS JOINTS FOR CONCRETE PIPE SHALL BE RUBBER GASKETED JOINTS.
<br /> 1.MATERIAL: PIPE: 13. DRAIN INLET LEADS SHALL BE PVC C-900 CL 150, RCP C-76 CL III,OR NON-REINFORCED ARCHITECTS STAMP
<br /> CONCRETE C-14 CL III.
<br /> &SANITARY SEWER PIPING INSIDE BUILDING DROPS SHALL BE SERVICE WEIGHT CAST IRON NO-HUB WITH 14. SANITARY SEWER PIPE MAINS SHALL BE CONSTRUCTED OF V.C.P.,A.B.S.OR P.V.C. UNLESS
<br /> NO-HUB FASTENERS. FIXTURES BRANCHES AND VENTS 2-1/2"AND SMALLER FROM 6"ABOVE GRADE MAY ❑ A
<br /> OTHERWISE SPECIFIED ON THE PLANS. c�rG
<br /> Padlock Loop BE SCHEDULE 40 GALVANIZED STEEL. FITTING SHALL BE CAST SERVICE WEIGHT.CONTRACTOR MAY USE
<br /> Finish grade (Set 2"above FG in Landscape area) See Detail A See Note 4 APACHE SCHEDULE 40 DWV ABS PIPE AND FITTING(ALL AS ALLOWED BY LOCAL CODE). U fi
<br /> (Typ.) 6 LZ 4" L1 6" 15. AGGREGATE SUBBASE SHALL CONFORM TO CALTRANS SPECIFICATIONS DATED:JULY, v JOHN A VIERRA
<br /> 4" cleanout b.WATER PIPING BELOW GRADE SHALL BE SCHEDULE 40 GALVANIZED WITH HIGH DENSITY POLYETHYLENE 1992 A.S.B.,SECTION 25.
<br /> Top - See Note 2 _ 3 posts eq. Flush with WRAP,X-TRU-COAT,OR EQUAL,APPLIED AND INSTALLED ALL PER THE MANUFACTURER'S INSTRUCTIONS, Q-35199
<br /> r� spacing or as surface. See fi" OR TYPE K COPPER WATER PIPING ABOVE GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL OR TYPE L
<br /> � � P g 16. A STORMWATER PERMIT MUST BE OBTAINED WHEN CONSTRUCTION ACTIVITY RESULTS IN
<br /> -03/,--_ directed b Std Plan 201 COPPER PROVIDE"ECOFF" DIELECTRIC UNION SAT ALL COPPER TO STEEL CONNECTIONS.WATER 10-31-2019
<br /> SOIL DISTURBANCE OF ONE(1)OR MORE ACRES. THE STATE WATER RESOURCES CONTROL BOARD, �' F•
<br /> the Engineer. Removable PIPING OUTSIDE THE BUILDING MAY BE MANVILLE BLUE BRUT TYPE TRX-27 INSTALLED PER DIVISION OF WATER QUALITY,STORMWATER PERMIT, P.O. BOX 1977,SACRAMENTO,CA 95812-1977, RENEWAL ��
<br /> DATE
<br /> Cover MANUFACTURER'S INSTRUCTIONS. SHALL BE CONTACTED TO OBTAIN THE PERMIT PRIOR TO BEGINNING CONSTRUCTION. T[r 0FC AQ
<br /> C3�
<br /> A A B 17. IF WORK SHOWN ON THESE PLANS HAS NOT COMMENCED WITHIN TWO YEARS FROM THE
<br /> Ri Grout �J c.NATURAL GAS FUEL OIL PIPING SHALL BE SEAMLESS OR LAP WELDED BLACK STEEL, 125 PSIG DATE OF THE CITY'S ACCEPTANCE OF THE PLANS,A SUBSEQUENT PLAN REVIEW AT THE CITY'S
<br /> 24 3a" min, Bol lard Location DetOil WORKING PRESSURE. FITTINGS SHALL BE 125 PSIG TO SUIT PIPING MATERIAL.THREAD PASTE SHALL DISCRETION AND THE DEEPTANCE OF EXPENSE MAY U NECESSARY.
<br /> Wall Structure See Notes cJ BE INSOLUBLE IN WATER.ALL VALVES SHALL BE RATED FOR NATURAL GAS FUEL.STEEL PIPE BURIED REVISIONS
<br /> Flat led e F 4"0 G.I.P. w/ BELOW GRADE SHALL HAVE AN APPLIED HIGH DENSITY POLYETLENE WRAP,X-TRU-COAT,OR EQUAL, 18. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF SACRAMENTO ADMINISTRATIVE AND
<br /> (See Note 2) 9 & 6 6" APPLIED AND INSTALLED ALL PER THE MANUFACTURER'S INSTRUCTIONS.
<br /> c❑p, fill w/ TECHNICAL MANUAL FOR GRADING/EROSION AND SEDIMENT CONTROL. CONTRACTOR SHALL HAVE No. Description Date By
<br /> Str. conc. d.GAS PIPING SHALL BE GRADED TOWARDS THE REGULATOR WHEREVER POSSIBLE.PIPING TRAPPED ALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE WINTER
<br /> Plan BY CHANGE OF GRADE SHALL BE SUPPLIED WITH A DRIP LINE AT THE LOW POINT BROUGHT OUT TO MONTHS PRIOR TO OCTOBER 1AND MUST ENSURE THAT THE CONSTRUCTION SITE IS PREPARED
<br /> 2' 3' Cleanout per Removable cover, AN ACCESSIBLE LOCATION. PROVIDE DIRT POCKETS AT BOTTOMS OF VERTICAL PIPE RISERS, PRIOR TO THE ONSET OF ANY STORM.
<br /> ° � I ,
<br /> Conc. base Std Plan 201 CONSISTING OF TEE FITTINGS PLUGGED WITH CAPPED NIPPLES. HIGH PRESSURE PIPE SHALL BE
<br /> n 0 6" minimum See Note 3
<br /> " 1" WELDED(SEE JOINTING)
<br /> around pipe 2 X2- Slot Ground or Floor level, 19.CHANGES IN FIXTURE MANUFACTURE MAY BE PERMITTED PROVIDING QUALITY IS THE SAME
<br /> 18" max. P•P �l 4 4 See Note 2 e.CONDENSATE LINE SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPES WITH GALVANIZED OR GREATER. ALL CHANGES SHALL BE APPROVED BY THE GENERAL CONTRACTOR AND OWNER
<br /> III
<br /> PRIOR TO INSTALLATION.
<br /> ' ��1� I .1 MALLEABLE IRON FITTINGS OT TYPE"M"COPPER.CONDENSATE LINES BELOW THE ROOF AND
<br /> Service pipe I I 2 � CONCEALED AREAS SHALL BE COVERED WITH INSULATION.
<br /> 20.PLUMBING CONTRACTOR SHALL SEAL FIXTURES TO WALLS AND FLOORS AS REQUIRED.
<br /> See Note 3 Vo ri a b I e •' "'• Va ria b. 2.PIPE INSTALLATION: Project No.: 17043
<br /> Embed in Conc. A I A. f 21.PLUMBING CONTRACTOR SHALL WRAP P-TRAP(WASTE LINE)UNDER ALL LAVATORIES
<br /> a.GATES:CRANE#438,2"AND UNDER.CRANE 461 2-1/2"AND OVER
<br /> 1 •�+ Drawn By: Author
<br /> 4' I.. a A b.SOLDER-JOINTS VALVES IN COPPER LINES.CRANE 1324 OR 438 WITH ADAPTERS
<br /> /padlock loo (1-1/2" ID i P. •;I 22.ALL CLEAN OUTS SHALL HAVE A FINISH ACCESS CAP IN WALLS AND FLOORS.
<br /> p ( , ) al I REFERENCE LINE •I Checked By: Checker
<br /> welded to past or #4 rebar t 3.VALVE BOXES:
<br /> Section loop embedded in conc. (Top of inlet pipe) I r FURNISH AND INSTALL FOR EACH VALVE IN GROUND A BROOKS,CHRISTY,OR EQUAL TO BROOKS 23. HOSE BIBS SHALL HAVE A BRASS BACKFLOW PREVENTOR CAP
<br /> PRODUCTS COMPANY#9 OPEN BOTTOM CONCRETE VALVE BOX WITH COVER MARKED FOR SERVICE.
<br /> betall A p I 1, 24.SUPPLY AND WASTE LINES ARE TO BE THE FOLLOWING:
<br /> effluent i• Al 4.FIXTURES: ALL ABOVE GROUND GAS SUPPLY LINES BE SCHEDULE 40 STEEL NOT FOR CONSTRUCTION
<br /> Influent pipe flush a. TURES SHALL BE AMERICAN STANDARD,CRANE,OR EQUAL.SUBMIT FIVE(5)PORTFOLIOS WITH ALL EXTERIOR WATER LINES SHALL BE SCHEDULE 40 P.V.0
<br /> with inside cell ALL INTERIOR WATER LINES SHALL BE COPPER
<br /> FULL DESCRIPTION AND CUTS OF FIXTURES AND TRIM PROPOSED FOR USE TO ARCHITECT FOR
<br /> j I". ALL WASTE LINES UNDER SLAB SHALL BE SCHEDULE 40 ABS PIPE
<br /> WRITTEN APPROVAL. PERMIT SET
<br /> 1 3�� WASTE VENTS TO ROOF SHALL HAVE A GALVANIZED SHEET METAL ROOF SAFE,A.B.S
<br /> I 1 I,: #3 Rebars at 12" O?C. ABOVE ROOF SHALL BE PAINTED.
<br /> I I both ways all walls and b.FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS. 04.04.18
<br /> „j floor. 25.METERS SHALL BE COMMERCIAL TUPE W/TEST BLOCK W/BY-PASS
<br /> 2. Construction guidelines: L ____�L�A__`,_ '__ _ _ 6" c.PLATE NUMBERS INDICATED ARE AMERICAN STANDARD,COMPLETE AS ILLUSTRATED AND
<br /> DESCRIBED UNLESS OTHERWISE NOTED.PROVIDE STOPS AS HEREIN BEFORE SPECIFIED FOE ALL 26. NON-RESIDENTIAL MAXIMUM FLOW RATE AT 20%REDUCTION PER TITLE 24 PART 11,TABLE
<br /> Location Wall Top 1 313" CONCEALED SUPPLIES. 5.303.2.3
<br /> Section A--A PART 3 EXECUTIONS
<br /> Traffic Area Precast conc. per ASTM Frame & Cover per SHOWERHEADS 2.0 GPM @ 80PSI SPECIFICAITONS
<br /> C-478 or 6" CIP conc. Std Plan 309 Notes: 1.GENERAL: LAVATORY FAUCETS 0.4 GPM @60PS1
<br /> Precast pipe - VCP, a.NO PIPING SHALL BE PERMANENTLY COVERED BY CONSTRUCTION BEFORE INSPECTION AND KITCHEN FAUCETS 1.8 GMP@ 60 PSI
<br /> Landscape Area Expandable Plug Removable cover design shall be dictated b strength and location requirements as determined b the METERED FAUCETS 0.2 G/CYCLE
<br /> RCP or CP g y g q y APPROVAL
<br /> installer, but shall be of such ❑ design to provide convenient access to each entire compartment for WATER CLOSETS 1.28 G/FLUSH
<br /> cleaning. The cover may be sectional, but shall be of solid design, essentially waterproof, installed at or b.PROURINALS 0.5 G/FLUSH
<br /> near ground or floor level and kept clear of all obstructions so as to be readily accessible for cleaning SWING JOIN S SHALL BE MADE FOR THE EXPANSION AND CONSTRUCTION OF ALL PIPING, USING
<br /> and inspection. SWING JOINTS MADE UP OF FITTINGS,OR BENDS,I IL OTHER METHODS OR DEVICES WITH
<br /> APPROVED. 28. ALL WATER CLOSET SEATS SHALL BE OF THE OPEN FRONT TYPE.CPC 408.2.2
<br /> CONNECTION OF PIPING OR EQUIPMENT OF DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC
<br /> COUPLINGS OR WITH FLANGES AND INSULATING GASKETS EPCO,OR EQUAL 29. AT ALL PUBLIC LAVATORIES PROVIDE TEMPERATURE CONTROLS LIMITING OUTPUT TO 110
<br /> c.INSTALL WATER PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS T CONFORM DEGREES FAHRENHEIT. THE DEVISE SHALL CONFORM TO ASSE 1070 OR CSA B125.3.
<br /> 4 MON ITORI NG STRUCTURE 3 GREASE INTERCEPTOR WITH BUILDING REQUIREMENTS,AND PROVIDE SPACE FOR OTHER WORK.
<br /> 66 P3.00 1/4"=1'-0" P3.00 1/4"=1'-0"
<br /> N
<br /> V
<br />
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