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PLUMBING SPECIFICATIONS PLUMBING SYMBOL LEGEND REVISIONS BY
<br /> PART 1 - GENERAL PART 2 - PRODUCTS PART 3 - EXECUTION PLUMBING PIPING PLUMBING ABBREVIATIONS
<br /> 1.1 GENERAL CONDITIONS 2.1 PIPECOLD WATER LINE -- CW -- AP ACCES PANEL
<br /> 3.1 FRAMING, CUTTING AD PATCHING HOT WATER LINE --- HW ___ BFP BACKFLOW PREVENTION DEVICE
<br /> THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, AND SHALL PERFORM ALL 1. SANITARY SEWER PIPING INSIDE BUILDING DROPS SHALL BE SERVICE WEIGHT CAST IRON NO-HUB SPECIAL FRAMING, RECESSES, CHASES, AND BACKING FOR WORK OF THIS SECTION, UNLESS SANITARY SEWER WASTE LINA-- SS _ CI CAST IRON
<br /> OPERATIONS IN CONNECTION WITH THE PLUMBING SYSTEM(S) AS OUTLINED IN TH DRAWINGS AND IN WITH NO-HUB FASTENERS. FIXTURE BRANCHES AND VENTS 2-1/2" AND SMALLER FROM 6" ABOVE OTHERWISE SPECIFIED, IS COVERED UNDER OTHER SECTIONS. THIS CONTRACTOR SHALLBE CL CENTER LINE
<br /> STRICT ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. ANY INCIDENTAL WORK SHOWN OR GRADE MAY BE SCHEDULE 40 GALVANIZED STEEL. FITTINGS SHALL BE CAST SERVICE WEIGHT. RESPONSIBLE FOR PROPER PLACEMENT OF ALL PIPE SLEEVES, HANGERS, AND SUPPORTS AND GREASE WASTE LINE --- GW - CO CLEANOUT
<br /> SPECIFIED WHICH CAN REASONABLY BE TAKEN OR INFERRED AS BELONGING TO THE WORK AND CONTRACTOR MAY USE APACHE SCHEDULE 40 DWV ABS PIPE AND FITTINGS (ALL AS ALLOWED BY LOCATION OF OPENINGS FOR WORK OF THIS SECTION. HORIZONTAL VENT ---- HV ---- DN DOWN d NECESSARY TO PROVIDE THE SYSTEM DESCRIBED FOR SHOWN SHALL BE THE CONTRACTOR'S LOCAL CODE).
<br /> RESPONSIBILITY. THE WORK SHALL BE COMPLETE AND READY FOR SERVICE AS SHOWN AND/OR 2. WATER PIPING BELOW GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL WITH HIGH DENSITY 3.2 EXCAVATION AND BACKFILL STORM DRAIN ---- SD ---- FCO FLOOR CLEANOUT
<br /> SPECIFIED, AND BE SATISFACTORY TO THE ARCHITECT. REFER TO ARCHITECTURAL SPECIFICATIONS POLYETHYLENE WRAP, X-TRU-COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE CONDENSATE DRAIN C FD FLOOR DRAIN
<br /> FOR CORRELATIONS AND GENERAL REQUIREMENTS. MANUFACTURER'S INSTRUCTIONS, OR TYPE K COPPER. WATER PIPING ABOVE GRADE SHALL BE 1. THIS CONTRACTOR SHALL DO ALL EXCAVATON REQUIRED FOR THE INSTALLATION OF ALL PIPING AND FS FLOOR SINK
<br /> SCHEDULE 40 GALVANIZED STEEL OR CONNECTIONS. WATER PIPING OUTSIDE THE BUILDING MAY BE NATURAL GAS LINE ---- GAS ---
<br /> 1.2 WORK INCLUDED MANVILLE BLUE BRUT TYPE TRX-27+- INSTALLED PER MANUFACTURER'S INSTRUCTIONS. OTHER WORK THAT APPLIES TO THE WORK OF THIS CONTRACTOR INDICATED ON THE DRAWINGS. HB HOSE BIBB 2
<br /> 3. NATURAL GAS AND FUEL OIL PIPING SHALL BE SEAMLESS OR LAP WELDED BLACK STEEL, 125 PSIG 2. EXCAVATIONS SHALL BE OF OPEN VERTICAL CONSTRUCTION OF SUFFICIENT WIDTH TO PROVIDE FREE HDR HEADER �
<br /> WORKING PRESSURE. FITTINGS SHALL BE 125 PSIG TO SUIT PIPING MATERIAL. THREAD PASTE WORKING SPACE AT BOTH SIDES OF THE TRENCH AND AROUND THE PIPE AS REQUIRED FOR JOINING MBH THOUSANDS OF BTU PER HOUR
<br /> 1. THE SYSTEMS TO BE INSTALLED CONSIST ESSENTIALLY FOR THE FOLLOWING: BACKFILL AND COMPACTING. WHERE INVERT ELEVATIONS ARE NOT SHOWN, TRENCHES SHALL BE DUG PLUMBING SYMBOLS
<br /> SHALL BE INSOLUBLE IN WATER. ALL VALVES SHALL BE RATED FOR NATURAL GAS FUEL. STEEL TO SUFFICIENT DEPTH TO GIVE A MINIMUM OF SIX INCES (6") OF FILL ABOVE THE TOP OF PIPING, NIOPC NOT IN PLUMBING CONTRACT uj tO
<br /> A. SANITARY SEWER PIPING AND WATER PIPING. PIPE BURIED BELOW GRADE SHALL HAVE AN APPLIED HIGH DENSITY POLYETHYLENE WRAP, MEASURED FROM THE UNDERSIDE OF THE CONCRETE SLAB. HOSE BIBB P UNDER PLUMBING CONTRACT L
<br /> B. PLUMBING FIXTURES. X-TRU-COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE MANUFACTURER'S INSTRUCTIONS 3. METHOD OF COMPACTION SHALL BE AS DIRECTED BY PROJECT INSPECTOR BACKFILL SHALL BE
<br /> C. TRENCHING AND BACKFILL. 4. GAS PIPING SHALL BE GRADED TOWARD THE REGULATOR WHEREVER POSSIBLE. PIPING TRAPPED BY GATE VALVE �� V VENT V m
<br /> COMPACTED TO THE ORIGINAL DENSITY OF THE SOIL BEFORE EXCAVATION.
<br /> D. TESTING AND ADJUSTMENT OF THE PLUMBING SYSTEM. CHANGE OF GRADE SHALL BE SUPPLIED WITH A DRIP LINE AT THE LOW POINT BROUGHT OUT TO AN SHUT-OFF VAVLE SOV VC VITRIFIED CLAY W
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<br /> E. OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWINGS. ACCESSIBLE LOCATION. PROVIDE DIRTPOCKETS AT BOTTOMS OF VERTICAL PIPE RISERS, CONSISTING 33 PIPING INSTALLATION BALANCING VALVE moi VR VENT RISER w
<br /> OF TEE FITTINGS PLUGGED WITH CAPPED NIPPLES. HIGH PRESSURE PIPE SHALL BE WELDED GAS COCK VTR VENT THROUGH ROOF - lls
<br /> 1.3 WORKMANSHIP (SEEJOINTING).
<br /> 5. CONDENSATE LINES SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH GALVANIZED MALLEABLE 1. GENERAL: GLOBE VALVE WCO WALL CLEANOUT I Ln
<br /> WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
<br /> IRON FITTINGS OR TYPE 'M' COPPER. CONDENSATE LINES BELOW THE ROOF AND CONCEALED AREAS DIRECTION OF FLOW WM WATER METER
<br /> NO PIPING SHALL BE PERMANENTLY COVERED BY CONSTRUCTION BEFORE INSPECTION AND El
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<br /> WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE BEST STANDARD PRACTICE FOR THIS SHALL BE COVERED WITH INSULATION. A. APPROVAL. CLEANOUT ----� YCO YARD CLEANOUT V
<br /> 6. ROOF DRAINS, DOWNSPOUTS, AND RAINWATER LEADERS: ALL DOWNSPOUTS WHICH ARE INCLUDED IN
<br /> TYPE OF WORK. THIS WORK SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH BLACK CAST IRON DRAINAGE B. PROVISIONS SHALL BE MADE FOR THE EXPANSION AND CONTRACTION OF ALL PIPING, USING POINT OF CONNECTION Z ❑
<br /> FITTINGS, EXCEPT PIPING BELOW GRADE OR SLAB TO 5'-0" OUTSIDE BUILDING SHALL BE MANVILLE SWING JOINTS MADE UP OF FITTINGS, OR BENDS, OR OTHER METHODS OR DEVICES AS FLOOR DRAIN ----�--- N
<br /> 1.4 RULES, REGULATIONS, AND CODES NON-PRESSURE TRANSITE PIPE, CLASS 1500, OR APACHE SCHEDULE 40 DWV ABX PIPE AND FITTINGS APPROVED. FLOOR SINK ❑
<br /> (ALL AS SHOWN ON THE DRAWINGS). C. CONNECTION OF PIPING OR EQUIPMENT OF DISSIMILAR MATERIALS SHALL BE MADE WITH Q
<br /> 1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND 7. ALL PIPE DOWNSPOUTS SHALL BE FURNISHED AND INSTALLED IN THE PLUMBING WORK ALL PIPE DIELECTRIC COUPLINGS OR WITH FLANGES AND INSULATING GASKETS EPCO, OR EQUAL.
<br /> REGULATIONS OF THE FOLLOWING: DOWNSPOUTS SHALL BE COMPLETE WITH ALL NECESSARY OFFSETS AND FITTINGS AS REQUIRED D. INSTALL WATER PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS TO GAS METER J N Q
<br /> AND APPROVED. CONNECT TO ROOF DRAINS AS REQUIRED. NO FITTINGS SHALL BE EXPOSED TO VIEW CONFORM WITH BUILDING REQUIREMENTS, AND PROVIDE SPACE FOR OTHER WORK. _ ❑ W
<br /> A. NATIONAL FIRE PROTECTION ASSOCIATION. IN FINISHED AREAS. E. PIPING SHALL BE CONCEALED IN ALL LOCATIONS UNLESS OTHERWISE NOTED ON THE \
<br /> F. INSTALL PIPING PROMPTLY, CAPPING AND PLUGGING OPEN ENDS. LL
<br /> B. STATE FIRE MARSHAL DRAWINGS. GT --- El
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<br /> C. PART- 5, t24 CALIFORNIA CODE OF REGULATIONS. GREASE TRAP --- Q
<br /> D. STATE HEALTH DEPARTMENT 2.2 PIPE INSULATION ❑
<br /> E. STATE INDUSTRIAL ACCIDENT COMMISSION'S SAFETY ORDERS 2. JOINTING: i i i i
<br /> F. RULES OF LOCAL UTILITY ALL CONDENSATE LINES ON THE INTERIOR OF THE BUILDING AND THE HOT WATER SUPPLY AND ,
<br /> RETURN PIPING ABOVE THE SLAB OR GROUND EXCEPT EXPOSED RUN-OUTS TO FIXTURES AND UNIONS GREASE INTERCEPTOR
<br /> G. CALIFORNIA MECHANICAL CODE A. THREADED JOINTS SHALL HAVE TAPERED EVENLY CUT AND SHALL BE MADE WITH
<br /> H. CALIFORNIA BUILDING CODE AND VALVES SHALL BE COVERED WITH 1" R-4.2 THICK INSULATION FOR PIPE 1/21,TO 1" IN DIAMETER UNDERWRITERS' LABORATORIES APPROVED COMPOUND FOR GAS SERVICE CONSISTING OF ----JL-- Q
<br /> AND 1"THICK FOR LARGER PIPE. THE INSULATION SHALL BE MANVILLE FLAME SAFE+-ONE PIECE
<br /> J. CALIFORNIA PLUMBING CODE CONSTRUCTION PREFORMED FIBERGLASS PIPE INSULATION, OR APPROVED EQUAL, WITH A "K„ GRAPHITE COMPOUND OR POLYTETRAFLOURETHYLENE TAPE APPLIED TO THE MALE THREADS m W
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<br /> K. CALIFORNIA ELECTRIC CODE. FACTOR OF .22 MAXIMUM AT 75 DEGREES MEAN TEMPERATURE. 1-1/4" OR LARGER REQUIRES 1-1/2" ONLY. AFTER CUTTING AND BEFORE THREADING, PIPE SHALL BE REAMED AND SHALL HAVE
<br /> THICK R 6BURRS REMOVED CAULKING OF THREADED JOINTS TO STOP OR PREVENT LEAKS WILL NOT BE
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<br /> 2. RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE PERMITTED. 7
<br /> REGULATIONS. B. WELDED JOINTS: CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH WELDED FITTINGS
<br /> 3. NOTHING IN THESE SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO 2.3 VALVES OF FORGED-BRANCH-CONNECTION FITTINGS. METERING OR NOTCHING PIPE TO FORM ELBOWS W N
<br /> THE ABOVE, AND EXPENSE IN COMPLIANCE WITH THE ABOVE SHALL BE BORNE BY THE CONTRACTOR. AND TEES, OR OTHER SIMILAR FITTINGS, WILL NOT BE PERMITTED.
<br /> 4. WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARGER SIZES 1. GATES: CRANE#438, 2-1/2" AND OVER. C. SOLDER JOINTS IN COPPER TUBING FOR ALL INSTALLATIONS (HEATING, REFRIGERATING, AND
<br /> THAN THOSE REQUIRED BY THE ORDINANCES AND STATUTES, THE SPECIFICATIONS AND 2. SOLDER -JOINTS VALVES IN COPPER LINES. CRANE 1324 OR 438 WITH ADAPTERS. PLUMBING) SHALL BE MADE WITH SIL-FOS SILVER BRAZING ALLOY. SURFACES TO BE JOINTED U ❑ I Ln
<br /> DRAWINGS SHALL TAKE PRIORITY OVER THE SPECIFIC ORDINANCES AND STATUTES. SHALL BE FREE OF OIL, GREASE, RUST AND OXIDES. AFTER CLEANING AND BEFORE
<br /> 2.4 VALVE BOXES ASSEMBLY OR HEATING, SUPPLY HANDY-FLUX TO EACH JOINT SURFACE AND SPREAD ❑ ..
<br /> 1.5 SITE EXAMINATION AND CONDITIONS EVENLY. HEAT SHALL BE APPLIED CAREFULLY WITH AN OXY-ACETYLENE TORCH TO AVOID ❑ a)
<br /> FURNISH AND INSTALL FOR EACH VALVE IN GROUND A BROOKS, CHRISTY,OR EQUAL TO BROOKS OVERHEATING FITTINGS, VALVES, ETC. THE 95.5%ANITMONY SOLDER MAY BE PERMITTED W � ❑
<br /> THIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST THE PRODUCTS COMPANY#9 OPEN BOTTOM CONCRETE VALVE BOX WITH COVER MARKED FOR SERVICE. ON PLUMBING LINES ABOVE SLAB OR GROUND ONLY WITH PRIOR APPROVAL FOR PIPING 2"
<br /> DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE AND SMALLER, ONLY. I [v
<br /> SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR EXTRA EXPENSE ON 2.5 FIXTURES D. STEEL PIPE AND CONNECTIONS: ^ ...
<br /> ACCOUNT OF ERROR. 1. SHALL HAVE ENDS REAMED TO FULL INSIDE DIAMETER AND BEVELED BEFORE BEING
<br /> 1. FIXTURES SHALL BE AMERICAN STANDARD, KOHLER, CRANE, OR EQUAL. SUBMIT FIVE (5) PORTFOLIOS MADE UP INTO FITTINGS. tD I
<br /> 1.6 AS BUILT DRAWINGS WITH FULL DESCRIPTION AND CUTS OF FIXTURES AND TRIM PROPOSED FOR USE TO ARCHITECT FOR 2. ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS. a
<br /> WRITTEN APPROVAL. 3. ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT.
<br /> 1. SUPPLEMENTING THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL 2. FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS. 4. JOINTS BETWEEN PIPE AND FITTINGS TO BE MADE WITH THREADS FULLY COATED WITH
<br /> CONDITIONS, AS-BUILT DRAWINGS SHALL SHOW INVERT ELEVATIONS OF SANITARY SEWERS, RAIN 3. PLATE NUMBERS INDICATED ARE AMERICAN STANDARD, COMPLETE AS ILLUSTRATED AND DESCRIBED KEY'S THREAD PASTE IS TO BE APPLIED TO MALE THREAD. 0
<br /> WATER LEADERS AND STORM SEWERS OF CRITICAL LOCATIONS, LOCATIONS OF SHUT-OFF VALVES UNLESS OTHERWISE NOTED. PROVIDE STOPS AS HEREIN BEFORE SPECIFIED FOR ALL CONCEALED 5. UNIONS TO BE PLACED ADJACENT TO ALL SCREWED VALVES, CHECK VALVES, OR
<br /> AND STUB-OUTS FOR FUTURE AND ALL CHANGES MADE DURING THE COURSE OF THE WORK FURNISH SUPPLIES. EQUIPMENT WHICH HAS NO UNION CONNECTIONS. UNIONS ON WATER PIPES
<br /> REPRODUCIBLE DRAWINGS WHEN WORK IS COMPLETE. ON FIXTURES SIDE OFTRAPS MAY BE SLIP FLANGE JOINTS WITH SOFT RUBBER OR LEAD
<br /> 2. THE GRADE OR QUALITY OF MATERIALS DESIRED IS INDICATED BY THE TRADE NAMES OR CATALOG GASKETS.
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<br /> NUMBERS STATED HEREIN. E. CAST IRON PIPE JOINTS AND CONNECTIONS:
<br /> C. DIMENSIONS, SIZES, AND CAPACITIES SHOWN ARE A MINIMUM AND SHALL NOT BE CHANGED WITHOUT 1. JOINTS SHALL BE MADE WITH STAINLESS STEEL COUPLING NO-HUB TYPE.
<br /> PERMISSION OF THE ARCHITECT. 2. ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS.
<br /> 3. ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT. SEp ARCS,
<br /> 1.7 MATERIAL LIST AND SUBSITUTIONS 4. CLEANOUTS TO BE LOCATED NOT LESS THAN 18" FROM BUILDING �� J B /�
<br /> CONSTRUCTION FOR EASE OF RODDING. QO F
<br /> 5. USE GRAPHITE ON ALL CLEANOUT THREADS.
<br /> 1. PRIOR TO COMMENCEMENT OF WORK AND WITHIN 35 DAYS AFTER SIGNING OF THE CONTRACT BY THE 2
<br /> OWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE 3. PIPE CUTTING: ~ C-25449 p
<br /> ARCHITECT FOR APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, 6 30 21
<br /> INCLUDING ALL SUBSTITUTIONS. PARTIAL OR INCOMPLETE LISTS OF MATERIALS WILL NOT BE PIPE CUTTING SHALL BE DONE WITHOUT DAMAGE TO THE PIPE. UNLESS OTHERWISE AUTHORIZED BY �'� RENEWAEDATE
<br /> CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED THEREAFTER ONLY ONE (1) REQUEST FOR THE ARCHITECT, CUTTING SHALL BE DONE BY MEANS OF AN APPROVED TYPE OF MECHANICAL 9 Q�
<br /> SUBSTITUTION WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR EQUIPMENT. CUTTER. WHEEL CUTTERS SHALL BE USED WHERE PRACTICABLE. ON PIPE 6" (SIX INCHES) AND TF O SFO
<br /> 2. IF THE CONTRACTOR DESIRES TO MAKE A SUBSTITUTION, HE SHALL SUBMIT COMPLETE INFORMATION LARGER, AN APPROVED GAS-CUTTING-BEVELLING MACHINE MAY BE USED. F CAL
<br /> OR CATALOG DATA TO SHOW THE QUALITY OF THE EQUIPMENT OR MATERIAL OFFERED TO THAT
<br /> SPECIFIED. NO SUBSTITUTION WILL BE ALLOWED UNLESS REQUESTED AND APPROVED IN WRITING. 3.4 CARE AND CLEANING
<br /> MATERIALS OF EQUAL MERIT AND APPEARANCE IN THE OPINION OF THE ARCHITECT WILL BE
<br /> APPROVED FOR USE. ARCHITECT RESERVES THE RIGHT TO REQUIRE ORIGINALLY SPECIFIED ITEM. ALL BROKEN, DAMAGED, OR OTHERWISE DEFECTIVE PARTS OF THIS WORK SHALL BE REPAIRED OR
<br /> 3. INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REPLACED BY THIS CONTRACTOR, AT HIS EXPENSE, AND THE ENTIRE WORK LEFT IN A CONDITION
<br /> REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT SATISFACTORY TO THE ARCHITECT. AT COMPLETION THIS CONTRACTOR SHALL CAREFULLY CLEAN
<br /> ADDITIONAL COST. AND ADJUST ALL EQUIPMENT, FIXTURES, AND TRIM WHICH ARE INSTALLED AS PART OF HIS WORK AND
<br /> 4. SUBMIT TO ARCHITECT FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OR CONTRACT THE SYSTEMS AND EQUIPMENT LEFT IN SATISFACTORY OPERATING CONDITION.
<br /> AND IN AMPLE TIME TO AVOID DELAY OF CONSTRUCTION, SHOP DRAWINGS OR SUBMITTALS ON ALL crumbl
<br /> ITEMS OF EQUIPMENT AND MATERIALS COVERED IN LIST MENTIONED ABOVE. SHOP DRAWINGS SHALL 3.5 WATER SYSTEM STERILIZATION
<br /> BE SUBMITTED IN FIVE (5) COPIES AND IN A COMPLETE PACKAGE. PARTIAL SUBMITTALS WILL NOT
<br /> BE CONSIDERED. C o o k l e $
<br /> AFTER FLUSHING, ENTIRE WATER SYSTEM FROM NEW POINTS OF CONNECTON SHALL BE STERILIZED
<br /> 1.8 FEES, PERMITS, AND UTILITY SERVICES BEFORE BEING TURNED OVER TO THE OWNER FOR USE SLOWLY FILL SYSTEM WITH WATER AND ADD INTERIOR TENANT
<br /> CHLORINE CHEMICAL AGENT TO PRODUCE A MINIMUM OF 50 PPM OF CHLORINE IN ENTERING WATER IMPROVEMENT
<br /> THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL PERMITS AND SERVICE TREATED WATER SHALL BE RETAINED IN PIPE OVERNIGHT. CHLORINE RESIDUAL AT PIPE EXTREMITIES
<br /> CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED INSPECTIONS, SHALL BE AT LEAST 5 PPM AT END OF THIS TIME. SHOULD CHLORINE RESIDUAL BE LESS THAN THIS LOCATION
<br /> AND SECURE APPROVALS FROM AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE AMOUNT, PIPE SHALL BE RE-CHLORINATED. 864 W. BENJAMIN HOLT DR.
<br /> FOR UTILITY CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF STOCKTON, CA
<br /> ANY. 3.6 TEST OF PIPING 95207
<br /> A.P.N.: 09741060
<br /> 1.9 GUARANTEE ALL PIPING SHALL BE TESTED AT COMPLETION OF ROUGHING IN, IN ACCORDANCE WITH THE UNIFORM
<br /> PLUMBING CODE.
<br /> AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED,THE CONTRACTOR FRANCHISE OWNER
<br /> SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE 3.7 CLOSING IN OF UNINSPECTED WORK KTK CO.
<br /> 3966 GLEN ABBY CIRCLE
<br /> (1) YEAR. IF WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM IS STOCKTON, CA
<br /> PROVEN TO BE DEFECTIVE IN WORKMANSHIP AND/OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, OR 1. THIS CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK INSTALLED BY HIM TO BE
<br /> REPLACED FREE OF CHARGE BY THIS CONTRACTOR. COVERED UP OR ENCLOSED BEFORE IT HAS BEEN INSPECTED, TESTED AND APPROVED. 95219
<br /> 2. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED UP BEFORE IT HAS BEEN APPROVED, HE
<br /> 1.10 ACCESSIBILITY SHALL, AT HIS EXPENSE, UNCOVER THE WORK AFTER IT HAS BEEN TESTED, INSPECTED, AND
<br /> APPROVED, HE SHALL MAKE ALL REPAIRS NECESSARY TO RESTORE THE WORK OF OTHER
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF PARTITIONS CONTRACTORS TO THE CONDITION IN WHICH IT WAS FOUND AT THE TIME OF CUTTING. DRAWN
<br /> FOR ADEQUATE INSTALLATION OF HIS WORK. ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION TAF
<br /> OR SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED.
<br /> CHECKED
<br /> SLW
<br /> DATE
<br /> 5/25/2021
<br /> SCALE
<br /> AS SHOWN
<br /> JOB NO.
<br /> 21-136
<br /> SHEET
<br /> Pml no
<br /> OF SHEETS
<br />
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