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P-1.0PART 1 - GENERAL1.1GENERAL CONDITIONSTHE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, AND SHALL PERFORM ALL OPERATIONS IN CONNECTION WITH THE PLUMBING SYSTEM(S) AS OUTLINED IN TH DRAWINGS AND IN STRICT ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. ANY INCIDENTAL WORK SHOWN ORSPECIFIED WHICH CAN REASONABLY BE TAKEN OR INFERRED AS BELONGING TO THE WORK AND NECESSARY TO PROVIDE THE SYSTEM DESCRIBED FOR SHOWN SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE WORK SHALL BE COMPLETE AND READY FOR SERVICE AS SHOWN AND/OR SPECIFIED, AND BE SATISFACTORY TO THE ARCHITECT. REFER TO ARCHITECTURAL SPECIFICATIONSFOR CORRELATIONS AND GENERAL REQUIREMENTS.1.2 WORK INCLUDED1. THE SYSTEMS TO BE INSTALLED CONSIST ESSENTIALLY FOR THE FOLLOWING:A. SANITARY SEWER PIPING AND WATER PIPING.B. PLUMBING FIXTURES.C. TRENCHING AND BACKFILL.D. TESTING AND ADJUSTMENT OF THE PLUMBING SYSTEM.E. OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWINGS.1.3 WORKMANSHIPWHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE BEST STANDARD PRACTICE FOR THISTYPE OF WORK.1.4 RULES, REGULATIONS, AND CODES1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND REGULATIONS OF THE FOLLOWING:A. NATIONAL FIRE PROTECTION ASSOCIATION.B. STATE FIRE MARSHALC. PART - 5, t24 CALIFORNIA CODE OF REGULATIONS.D. STATE HEALTH DEPARTMENTE. STATE INDUSTRIAL ACCIDENT COMMISSION'S SAFETY ORDERSF. RULES OF LOCAL UTILITYG. CALIFORNIA MECHANICAL CODEH. CALIFORNIA BUILDING CODEJ. CALIFORNIA PLUMBING CODEK.CALIFORNIA ELECTRIC CODE.2. RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE REGULATIONS.3. NOTHING IN THESE SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE ABOVE, AND EXPENSE IN COMPLIANCE WITH THE ABOVE SHALL BE BORNE BY THE CONTRACTOR.4. WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARGER SIZES THAN THOSE REQUIRED BY THE ORDINANCES AND STATUTES, THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRIORITY OVER THE SPECIFIC ORDINANCES AND STATUTES.1.5 SITE EXAMINATION AND CONDITIONSTHIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR EXTRA EXPENSE ON ACCOUNT OF ERROR.1.6 AS BUILT DRAWINGS1. SUPPLEMENTING THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERALCONDITIONS, AS-BUILT DRAWINGS SHALL SHOW INVERT ELEVATIONS OF SANITARY SEWERS, RAIN WATER LEADERS AND STORM SEWERS OF CRITICAL LOCATIONS, LOCATIONS OF SHUT-OFF VALVES AND STUB-OUTS FOR FUTURE AND ALL CHANGES MADE DURING THE COURSE OF THE WORK FURNISHREPRODUCIBLE DRAWINGS WHEN WORK IS COMPLETE.2. THE GRADE OR QUALITY OF MATERIALS DESIRED IS INDICATED BY THE TRADE NAMES OR CATALOG NUMBERS STATED HEREIN.C. DIMENSIONS, SIZES, AND CAPACITIES SHOWN ARE A MINIMUM AND SHALL NOT BE CHANGED WITHOUTPERMISSION OF THE ARCHITECT.1.7 MATERIAL LIST AND SUBSITUTIONS1. PRIOR TO COMMENCEMENT OF WORK AND WITHIN 35 DAYS AFTER SIGNING OF THE CONTRACT BY THEOWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE ARCHITECT FOR APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS. PARTIAL OR INCOMPLETE LISTS OF MATERIALS WILL NOT BE CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED THEREAFTER ONLY ONE (1) REQUEST FOR SUBSTITUTION WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR EQUIPMENT.2. IF THE CONTRACTOR DESIRES TO MAKE A SUBSTITUTION, HE SHALL SUBMIT COMPLETE INFORMATIONOR CATALOG DATA TO SHOW THE QUALITY OF THE EQUIPMENT OR MATERIAL OFFERED TO THAT SPECIFIED. NO SUBSTITUTION WILL BE ALLOWED UNLESS REQUESTED AND APPROVED IN WRITING. MATERIALS OF EQUAL MERIT AND APPEARANCE IN THE OPINION OF THE ARCHITECT WILL BE APPROVED FOR USE. ARCHITECT RESERVES THE RIGHT TO REQUIRE ORIGINALLY SPECIFIED ITEM.3. INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST.4. SUBMIT TO ARCHITECT FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OR CONTRACT AND IN AMPLE TIME TO AVOID DELAY OF CONSTRUCTION, SHOP DRAWINGS OR SUBMITTALS ON ALL ITEMS OF EQUIPMENT AND MATERIALS COVERED IN LIST MENTIONED ABOVE. SHOP DRAWINGS SHALLBE SUBMITTED IN FIVE (5) COPIES AND IN A COMPLETE PACKAGE. PARTIAL SUBMITTALS WILL NOT BE CONSIDERED.1.8 FEES, PERMITS, AND UTILITY SERVICESTHIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL PERMITS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED INSPECTIONS, AND SECURE APPROVALS FROM AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ARRANGEFOR UTILITY CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IFANY.1.9 GUARANTEEAFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED,THE CONTRACTOR SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE(1) YEAR. IF WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM ISPROVEN TO BE DEFECTIVE IN WORKMANSHIP AND/OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, ORREPLACED FREE OF CHARGE BY THIS CONTRACTOR.1.10 ACCESSIBILITYCONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF PARTITIONSFOR ADEQUATE INSTALLATION OF HIS WORK. ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OR SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED.PART 3 - EXECUTION3.1 FRAMING, CUTTING AD PATCHINGSPECIAL FRAMING, RECESSES, CHASES, AND BACKING FOR WORK OF THIS SECTION, UNLESS OTHERWISE SPECIFIED, IS COVERED UNDER OTHER SECTIONS. THIS CONTRACTOR SHALLBE RESPONSIBLE FOR PROPER PLACEMENT OF ALL PIPE SLEEVES, HANGERS, AND SUPPORTS AND LOCATION OF OPENINGS FOR WORK OF THIS SECTION.3.2 EXCAVATION AND BACKFILL1. THIS CONTRACTOR SHALL DO ALL EXCAVATON REQUIRED FOR THE INSTALLATION OF ALL PIPING ANDOTHER WORK THAT APPLIES TO THE WORK OF THIS CONTRACTOR INDICATED ON THE DRAWINGS.2. EXCAVATIONS SHALL BE OF OPEN VERTICAL CONSTRUCTION OF SUFFICIENT WIDTH TO PROVIDE FREEWORKING SPACE AT BOTH SIDES OF THE TRENCH AND AROUND THE PIPE AS REQUIRED FOR JOININGBACKFILL AND COMPACTING. WHERE INVERT ELEVATIONS ARE NOT SHOWN, TRENCHES SHALL BE DUGTO SUFFICIENT DEPTH TO GIVE A MINIMUM OF SIX INCES (6") OF FILL ABOVE THE TOP OF PIPING, MEASURED FROM THE UNDERSIDE OF THE CONCRETE SLAB.3. METHOD OF COMPACTION SHALL BE AS DIRECTED BY PROJECT INSPECTOR BACKFILL SHALL BE COMPACTED TO THE ORIGINAL DENSITY OF THE SOIL BEFORE EXCAVATION.3.3 PIPING INSTALLATION1. GENERAL:A. NO PIPING SHALL BE PERMANENTLY COVERED BY CONSTRUCTION BEFORE INSPECTION AND APPROVAL.B. PROVISIONS SHALL BE MADE FOR THE EXPANSION AND CONTRACTION OF ALL PIPING, USING SWING JOINTS MADE UP OF FITTINGS, OR BENDS, OR OTHER METHODS OR DEVICES AS APPROVED.C. CONNECTION OF PIPING OR EQUIPMENT OF DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC COUPLINGS OR WITH FLANGES AND INSULATING GASKETS EPCO, OREQUAL.D. INSTALL WATER PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS TO CONFORM WITH BUILDING REQUIREMENTS, AND PROVIDE SPACE FOR OTHER WORK.E. PIPING SHALL BE CONCEALED IN ALL LOCATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS.F. INSTALL PIPING PROMPTLY, CAPPING AND PLUGGING OPEN ENDS.2. JOINTING:A. THREADED JOINTS SHALL HAVE TAPERED EVENLY CUT AND SHALL BE MADE WITH UNDERWRITERS' LABORATORIES APPROVED COMPOUND FOR GAS SERVICE CONSISTING OFGRAPHITE COMPOUND OR POLYTETRAFLOURETHYLENE TAPE APPLIED TO THE MALE THREADSONLY. AFTER CUTTING AND BEFORE THREADING, PIPE SHALL BE REAMED AND SHALL HAVE BURRS REMOVED CAULKING OF THREADED JOINTS TO STOP OR PREVENT LEAKS WILL NOT BEPERMITTED.B. WELDED JOINTS: CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH WELDED FITTINGS OF FORGED-BRANCH-CONNECTION FITTINGS. METERING OR NOTCHING PIPE TO FORM ELBOWSAND TEES, OR OTHER SIMILAR FITTINGS, WILL NOT BE PERMITTED.C. SOLDER JOINTS IN COPPER TUBING FOR ALL INSTALLATIONS (HEATING, REFRIGERATING, ANDPLUMBING) SHALL BE MADE WITH SIL-FOS SILVER BRAZING ALLOY. SURFACES TO BE JOINTEDSHALL BE FREE OF OIL, GREASE, RUST AND OXIDES. AFTER CLEANING AND BEFORE ASSEMBLY OR HEATING, SUPPLY HANDY-FLUX TO EACH JOINT SURFACE AND SPREAD EVENLY. HEAT SHALL BE APPLIED CAREFULLY WITH AN OXY-ACETYLENE TORCH TO AVOID OVERHEATING FITTINGS, VALVES, ETC. THE 95.5% ANITMONY SOLDER MAY BE PERMITTED ON PLUMBING LINES ABOVE SLAB OR GROUND ONLY WITH PRIOR APPROVAL FOR PIPING 2" AND SMALLER, ONLY.D. STEEL PIPE AND CONNECTIONS:1. SHALL HAVE ENDS REAMED TO FULL INSIDE DIAMETER AND BEVELED BEFORE BEING MADE UP INTO FITTINGS.2. ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS.3. ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT.4. JOINTS BETWEEN PIPE AND FITTINGS TO BE MADE WITH THREADS FULLY COATED WITHKEY'S THREAD PASTE IS TO BE APPLIED TO MALE THREAD.5. UNIONS TO BE PLACED ADJACENT TO ALL SCREWED VALVES, CHECK VALVES, OR EQUIPMENT WHICH HAS NO UNION CONNECTIONS. UNIONS ON WATER PIPES ON FIXTURES SIDE OFTRAPS MAY BE SLIP FLANGE JOINTS WITH SOFT RUBBER OR LEADGASKETS.E. CAST IRON PIPE JOINTS AND CONNECTIONS:1. JOINTS SHALL BE MADE WITH STAINLESS STEEL COUPLING NO-HUB TYPE.2. ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS.3. ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT.4. CLEANOUTS TO BE LOCATED NOT LESS THAN 18" FROM BUILDINGCONSTRUCTION FOR EASE OF RODDING.5. USE GRAPHITE ON ALL CLEANOUT THREADS.3.PIPE CUTTING:PIPE CUTTING SHALL BE DONE WITHOUT DAMAGE TO THE PIPE. UNLESS OTHERWISE AUTHORIZED BYTHE ARCHITECT, CUTTING SHALL BE DONE BY MEANS OF AN APPROVED TYPE OF MECHANICAL CUTTER. WHEEL CUTTERS SHALL BE USED WHERE PRACTICABLE. ON PIPE 6" (SIX INCHES) AND LARGER, AN APPROVED GAS-CUTTING-BEVELLING MACHINE MAY BE USED.3.4 CARE AND CLEANINGALL BROKEN, DAMAGED, OR OTHERWISE DEFECTIVE PARTS OF THIS WORK SHALL BE REPAIRED OR REPLACED BY THIS CONTRACTOR, AT HIS EXPENSE, AND THE ENTIRE WORK LEFT IN A CONDITION SATISFACTORY TO THE ARCHITECT. AT COMPLETION THIS CONTRACTOR SHALL CAREFULLY CLEAN AND ADJUST ALL EQUIPMENT, FIXTURES, AND TRIM WHICH ARE INSTALLED AS PART OF HIS WORK ANDTHE SYSTEMS AND EQUIPMENT LEFT IN SATISFACTORY OPERATING CONDITION.3.5 WATER SYSTEM STERILIZATIONAFTER FLUSHING, ENTIRE WATER SYSTEM FROM NEW POINTS OF CONNECTON SHALL BE STERILIZEDBEFORE BEING TURNED OVER TO THE OWNER FOR USE SLOWLY FILL SYSTEM WITH WATER AND ADDCHLORINE CHEMICAL AGENT TO PRODUCE A MINIMUM OF 50 PPM OF CHLORINE IN ENTERING WATER TREATED WATER SHALL BE RETAINED IN PIPE OVERNIGHT. CHLORINE RESIDUAL AT PIPE EXTREMITIESSHALL BE AT LEAST 5 PPM AT END OF THIS TIME. SHOULD CHLORINE RESIDUAL BE LESS THAN THIS AMOUNT, PIPE SHALL BE RE-CHLORINATED.3.6 TEST OF PIPINGALL PIPING SHALL BE TESTED AT COMPLETION OF ROUGHING IN, IN ACCORDANCE WITH THE UNIFORMPLUMBING CODE.3.7 CLOSING IN OF UNINSPECTED WORK1. THIS CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK INSTALLED BY HIM TO BE COVERED UP OR ENCLOSED BEFORE IT HAS BEEN INSPECTED, TESTED AND APPROVED.2. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED UP BEFORE IT HAS BEEN APPROVED, HE SHALL, AT HIS EXPENSE, UNCOVER THE WORK AFTER IT HAS BEEN TESTED, INSPECTED, AND APPROVED, HE SHALL MAKE ALL REPAIRS NECESSARY TO RESTORE THE WORK OF OTHER CONTRACTORS TO THE CONDITION IN WHICH IT WAS FOUND AT THE TIME OF CUTTING.PART 2 - PRODUCTS2.1 PIPE1. SANITARY SEWER PIPING INSIDE BUILDING DROPS SHALL BE SERVICE WEIGHT CAST IRON NO-HUBWITH NO-HUB FASTENERS. FIXTURE BRANCHES AND VENTS 2-1/2" AND SMALLER FROM 6" ABOVE GRADE MAY BE SCHEDULE 40 GALVANIZED STEEL. FITTINGS SHALL BE CAST SERVICE WEIGHT. CONTRACTOR MAY USE APACHE SCHEDULE 40 DWV ABS PIPE AND FITTINGS (ALL ASALLOWED BY LOCAL CODE).2. WATER PIPING BELOW GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL WITH HIGH DENSITY POLYETHYLENE WRAP, X-TRU-COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE MANUFACTURER'S INSTRUCTIONS, OR TYPE K COPPER. WATER PIPING ABOVE GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL OR CONNECTIONS. WATER PIPING OUTSIDE THE BUILDING MAY BE MANVILLE BLUE BRUT TYPE TRX-27 +- INSTALLED PER MANUFACTURER'S INSTRUCTIONS.3. NATURAL GAS AND FUEL OIL PIPING SHALL BE SEAMLESS OR LAP WELDED BLACK STEEL, 125 PSIG WORKING PRESSURE. FITTINGS SHALL BE 125 PSIG TO SUIT PIPING MATERIAL. THREAD PASTE SHALL BE INSOLUBLE IN WATER. ALL VALVES SHALL BE RATED FOR NATURAL GAS FUEL. STEEL PIPE BURIED BELOW GRADE SHALL HAVE AN APPLIED HIGH DENSITY POLYETHYLENE WRAP, X-TRU-COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE MANUFACTURER'S INSTRUCTIONS4. GAS PIPING SHALL BE GRADED TOWARD THE REGULATOR WHEREVER POSSIBLE. PIPING TRAPPED BYCHANGE OF GRADE SHALL BE SUPPLIED WITH A DRIP LINE AT THE LOW POINT BROUGHT OUT TO AN ACCESSIBLE LOCATION. PROVIDE DIRTPOCKETS AT BOTTOMS OF VERTICAL PIPE RISERS, CONSISTINGOF TEE FITTINGS PLUGGED WITH CAPPED NIPPLES. HIGH PRESSURE PIPE SHALL BE WELDED (SEEJOINTING).5. CONDENSATE LINES SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH GALVANIZED MALLEABLEIRON FITTINGS OR TYPE 'M' COPPER. CONDENSATE LINES BELOW THE ROOF AND CONCEALED AREASSHALL BE COVERED WITH INSULATION.6. ROOF DRAINS, DOWNSPOUTS, AND RAINWATER LEADERS: ALL DOWNSPOUTS WHICH ARE INCLUDED INTHIS WORK SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH BLACK CAST IRON DRAINAGE FITTINGS, EXCEPT PIPING BELOW GRADE OR SLAB TO 5'-0" OUTSIDE BUILDING SHALL BE MANVILLE NON-PRESSURE TRANSITE PIPE, CLASS 1500, OR APACHE SCHEDULE 40 DWV ABX PIPE AND FITTINGS(ALL AS SHOWN ON THE DRAWINGS).7. ALL PIPE DOWNSPOUTS SHALL BE FURNISHED AND INSTALLED IN THE PLUMBING WORK ALL PIPE DOWNSPOUTS SHALL BE COMPLETE WITH ALL NECESSARY OFFSETS AND FITTINGS AS REQUIRED AND APPROVED. CONNECT TO ROOF DRAINS AS REQUIRED. NO FITTINGS SHALL BE EXPOSED TO VIEWIN FINISHED AREAS.2.2 PIPE INSULATIONALL CONDENSATE LINES ON THE INTERIOR OF THE BUILDING AND THE HOT WATER SUPPLY AND RETURN PIPING ABOVE THE SLAB OR GROUND EXCEPT EXPOSED RUN-OUTS TO FIXTURES AND UNIONSAND VALVES SHALL BE COVERED WITH 1" R-4.2 THICK INSULATION FOR PIPE ½" TO 1" IN DIAMETER AND 1" THICK FOR LARGER PIPE. THE INSULATION SHALL BE MANVILLE FLAME SAFE+- ONE PIECE CONSTRUCTION PREFORMED FIBERGLASS PIPE INSULATION, OR APPROVED EQUAL, WITH A "K" FACTOR OF .22 MAXIMUM AT 75 DEGREES MEAN TEMPERATURE. 1-1/4" OR LARGER REQUIRES 1-1/2" THICK R-6.2.3 VALVES1. GATES: CRANE #438, 2-1/2" AND OVER.2. SOLDER - JOINTS VALVES IN COPPER LINES. CRANE 1324 OR 438 WITH ADAPTERS.2.4 VALVE BOXESFURNISH AND INSTALL FOR EACH VALVE IN GROUND A BROOKS, CHRISTY,OR EQUAL TO BROOKS PRODUCTS COMPANY #9 OPEN BOTTOM CONCRETE VALVE BOX WITH COVER MARKED FOR SERVICE.2.5 FIXTURES1. FIXTURES SHALL BE AMERICAN STANDARD, KOHLER, CRANE, OR EQUAL. SUBMIT FIVE (5) PORTFOLIOSWITH FULL DESCRIPTION AND CUTS OF FIXTURES AND TRIM PROPOSED FOR USE TO ARCHITECT FOR WRITTEN APPROVAL.2. FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS.3. PLATE NUMBERS INDICATED ARE AMERICAN STANDARD, COMPLETE AS ILLUSTRATED AND DESCRIBEDUNLESS OTHERWISE NOTED. PROVIDE STOPS AS HEREIN BEFORE SPECIFIED FOR ALL CONCEALED SUPPLIES.PLUMBING SPECIFICATIONSPLUMBING SYMBOL LEGENDCOLD WATER LINEHOT WATER LINESANITARY SEWER WASTE LINEGREASE WASTE LINEHORIZONTAL VENTSTORM DRAINCONDENSATE DRAINNATURAL GAS LINEHOSE BIBBGATE VALVESHUT-OFF VAVLEBALANCING VALVEGAS COCKGLOBE VALVEDIRECTION OF FLOWCLEANOUTPOINT OF CONNECTIONFLOOR DRAINFLOOR SINKGAS METERGREASE TRAPGREASE INTERCEPTORAPACCES PANELBFPBACKFLOW PREVENTION DEVICECICAST IRONCLCENTER LINECOCLEANOUTDNDOWNFCOFLOOR CLEANOUTFDFLOOR DRAINFSFLOOR SINKHBHOSE BIBBHDRHEADERMBHTHOUSANDS OF BTU PER HOURNIOPCNOT IN PLUMBING CONTRACTPUNDER PLUMBING CONTRACTVVENTVCVITRIFIED CLAYVRVENT RISERVTRVENT THROUGH ROOFWCOWALL CLEANOUTWMWATER METERYCOYARD CLEANOUTSOVGTHVSDCGASSSGWHWCWPLUMBING PIPINGPLUMBING SYMBOLSPLUMBING ABBREVIATIONSOFSHEETSTAF9/15/202020-162DRAWNAS SHOWNSCALEDATECHECKEDJOB NO.SHEETREVISIONSBYSLWPROJECT :
<br />CLIENT :
<br />LOCATION :
<br />CRUMBL COOKIES
<br />2624 W. KETTLEMAN LANE, #150
<br />LODI, CA 95242
<br />THEODORE J. BRANDVOLD, ARCHITECT
<br />616 14th STREET, MODESTO, CA 95354
<br />PH (209) 571-8158 FAX (209) 571-8160
<br />JUST DOUGH IT RENEWAL DATEC-25449JATEO
<br />DEONCE
<br />SERLI
<br />D
<br />THEST
<br />OFORNVTARCHITEC.BRANDLI ODACALIF6-30-21INTERIOR TENANT IMPROVEMENT
<br />A.P.N.: 058-03-022
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