2020.0061.BP0006 PLUMBING PAGES - Grocery OutletPLUMBING FIXTURE LOAD CALCULATIONSPLUMBING FIXTURE SCHEDULEPLUMBING LEGENDUTILITY LOADNATURAL GAS PIPE SIZE CALCULATIONMATERIAL SPECIFICATIONSWATER HEATER SIZINGSHEET INDEXWATER HAMMER ARRESTER SCHEDULEHB-1ADDITIONALS-1MS-1SS-1122223333221.51.51.51.511121222211111482.55222121222.52.523186.5441DRF-1LV-1WC-1UC-1FD-1175 FT.1119 F.U.17 F.U.4"2"175 FT.400,00021/2" (E)P5.0PLUMBING RISER DIAGRAMSP4.0PLUMBING DETAILSP3.0PLUMBING ENLARGED PLANSP2.0PLUMBING FLOOR PLANP0.2GENERAL NOTES AND SPECIFICATIONSFIXTURE SCHEDULE AND CALCULATIONSP0.1604.10.4 2015 UPC.703.2 2015 UPC.1216.2(1) 2015 UPC.UH-1200,000200,0001-1/4"1MINIMUM CONDENSATE PIPE SIZEPIPING INSULATION SCHEDULEFS-1FLOOR SINKFD2370-PV2-DS-H-YPVC FLOOR SINK IN ACCORDANCE WITH ASME A112.6.7 WITH 1/2 GRATE,DOME STRAINER, AND SEDIMENT BUCKETP0.3COMPLIANCE FORMSHB-368PFREEZLESS UNDERCOVER WALL HYDRANT, AUTOMATIC DRAIN WITHBACKFLOW PROTECTION AND INTEGRAL LOCKING HEAD COVERDOAS-1200,000200,0001-1/4"14275 N Palm St, Suite 100
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SECTION 15400 - PLUMBINGTABLE 6-1PIPE SIZE (INCHES)1/2 - 1 1/41 1/2 - 22 1/2 - 68 - 10SEISMIC RESTRAINTS GUIDELINES FOR PIPINGSPECIFICATIONSGENERAL NOTES1.ALL SEISMIC RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCEWITH THE MANUFACTURER'S SEISMIC RESTRAINT GUIDELINES MANUAL ANDALL CERTIFIED SUBMITTAL DATA.2.TRANSVERSE BRACE SPACING SHALL NOT EXCEED 50 FEET UP TO 0.25g, 40FEET UP TO 1.0g, AND 20 FEET UP TO 2.0g FOR STEEL AND COPPER PIPEWITH WELDED OR BRAZED CONNECTIONS. LONGITUDINAL SPACING SHALLNOT EXCEED 80 FEET UP TO 1.0g, AND 40 FEET UP TO 2.0g FOR STEEL ANDCOPPER PIPE WITH WELDED OR BRAZED CONNECTIONS.3.STEEL AND COPPER PIPE WITH SCREWED CONNECTIONS BRACE SPACINGSHALL NOT EXCEED 1/2 THE SPACING LISTED IN NOTE 2 GUIDELINES. FORPVC, PVDF, FRP, AND OTHER SPECIALTY PIPING, BRACE SPACINGS SHALLNOT EXCEED 1/2 THE SPACINGS LISTED IN NOTE 2. ALL PIPE MUST BECONSIDERED FULL OF WATER WHEN DETERMINING SEISMIC BRACEREQUIREMENTS UNLESS SPECIFICALLY ENGINEERED OTHERWISE.4.TRANSVERSE RESTRAINT FOR ONE PIPE SECTION MAY ALSO ACT AS ALONGITUDINAL RESTRAINT FOR A PIPE SECTION OF THE SAME SIZECONNECTED PERPENDICULAR TO IT IF THE RESTRAINT IS INSTALLED WITHIN24-INCHES OF THE ELBOW OR TEE OR COMBINED STRESSES ARE WITHINALLOWABLE LIMITS AT LONGER DISTANCES.5.HOLD DOWN CLAMPS MUST BE USED TO ATTACH PIPE TO ALL TRAPEZEMEMBERS BEFORE APPLYING RESTRAINTS.6.BRANCH LINES MAY NOT BE USED TO RESTRAINT MAIN LINES.7.PROVIDE REINFORCED CLEVIS BOLTS WHEN REQUIRED.8.PIPING CROSSING BUILDING SEISMIC OR EXPANSION JOINTS, PASSING FROMBUILDING TO BUILDING, OR SUPPORTED FROM DIFFERENT PORTIONS OF THEBUILDING SHALL BE INSTALLED TO ALLOW DIFFERENTIAL SUPPORTDISPLACEMENTS WITHOUT DAMAGING THE PIPE, EQUIPMENT CONNECTIONS,OR SUPPORT CONNECTIONS. PIPE OFFSETS, LOOPS, ANCHORS, AND GUIDESSHALL BE INSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTIONCAPABILITY AND LIMIT MOTION OF ADJACENT PIPING.9.PROVIDE APPROPRIATELY SIZED OPENINGS IN WALLS, FLOORS, ANDCEILINGS FOR ANTICIPATED SEISMIC MOVEMENT. PROVIDE FIRE SEALSYSTEMS IN FIRE-RATED WALLS.10.GAS PIPING LESS THAN 1'' I.D. NEED NOT BE BRACED.11.WHERE RIGIDLY SUPPORTED PIPES ARE CONNECTED TO EQUIPMENT WITHVIBRATION ISOLATION, THOSE CONNECTIONS MUST BE CAPABLE OFACCOMMODATING SEISMIC DISPLACEMENTS. CONVERSELY, WHEN SMALLERUNSUPPORTED PIPES ARE CONNECTED TO RIGIDLY SUPPORTEDEQUIPMENT, (i.e., COILS, etc.); THOSE JOINTS MUST BE CAPABLE OFACCOMMODATING MOVEMENT OF THE PIPES.12.RIGID PIPING SYSTEMS MAY NOT BE BRACED TO DISSIMILAR PARTS OF THEBUILDING OR TO DISSIMILAR BUILDING SYSTEMS WHICH MAY RESPONDDIFFERENTLY DURING AN EARTHQUAKE. DO NOT BRACE A SYSTEM TO TWOINDEPENDENT STRUCTURES SUCH AS CEILING AND WALL.13.SEISMICALLY RESTRAIN ALL FUEL OIL PIPING, GAS PIPING, MEDICAL GASPIPING, AND COMPRESSED AIR PIPING FOR FUEL OIL AND ALL GAS PIPINGTHAT IS 1'' I.D. OR LARGER. TRANSVERSE RESTRAINTS MUST BE AT 20'MAXIMUM AND LONGITUDINAL RESTRAINTS AT 40' MAXIMUM SPACING.14.PIPING LOCATED IN BOILER ROOMS, MECHANICAL EQUIPMENT ROOMS, ANDREFRIGERATION EQUIPMENT ROOMS THAT IS 1-1/4'' I.D. AND LARGER MUSTBE SEISMICALLY RESTRAINED.15.ALL OTHER PIPING 2-1/2'' DIAMETER AND LARGER MUST BE SEISMICALLYRESTRAINED.16.SEISMIC RESTRAINTS MAY NOT BE USED FOR ALL PIPING SUSPENDED BYINDIVIDUAL HANGERS 12'' OR LESS AS MEASURED FROM THE TOP OF THEPIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IS ATTACHED.HOWEVER, IF THE 12'' LIMIT IS EXCEEDED BY ANY HANGER IN THE RUN,SEISMIC BRACING IS REQUIRED FOR THE RUN.17.THE 12'' EXEMPTION APPLIES FOR TRAPEZE SUPPORTED SYSTEMS IF THETOP OF EACH ITEM SUPPORTED BY THE TRAPEZE QUALIFIES.18.WHERE THERMAL EXPANSION IS A CONSIDERATION, GUIDES AND ANCHORSMAY BE USED AS TRANSVERSE AND LONGITUDINAL RESTRAINTS PROVIDEDTHEY HAVE A CAPACITY EQUAL TO OR GREATER THAN THE RESTRAINTLOADS IN ADDITION TO THE LOADS INDUCED BY EXPANSION ORCONTRACTION.19.STEEL STRUTS SHALL BE 1-5/8'' WIDE IN VARYING HEIGHTS AND MIG-WELDEDCOMBINATIONS AS REQUIRED TO MEET LOAD CAPACITIES AND DESIGNSINDICATED. A MATERIAL HEAT CODE, PART NUMBER, AND MANUFACTURER'SNAME SHALL BE STAMPED ON ALL STRUT AND FITTINGS TO MAINTAINTRACTABILITY TO MATERIAL TEST REPORTS.20.SEISMIC RESTRAINTS FOR PIPING SYSTEMS SHALL WITHSTAND A LATERALFORCE EQUAL TO 50% OF THE WEIGHT OF THE PIPING SYSTEM AND ITSCONTENTS. SEISMIC BRACING SHALL CONFORM TO THE CURRENT ADOPTEDEDITION OF THE WASHINGTON BUILDING CODE AND THE ADMINISTRATIVECODE, AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNAGUIDELINES FOR SEISMIC RESTRAINT, LATEST EDITION.21.SPECIAL PIPE HANGER AND SUPPORT PROVISIONS REQUIRED FOR CONTROLOF PIPE EXPANSION, VIBRATION, AND SOUND TRANSMISSION IN CERTAINPIPING SHALL BE DONE IN ACCORDANCE WITH GOOD SOUND ATTENUATIONPRACTICE.22.SUPPORT CHANNELS, FRAMES, BRACKETS, AND LEGS OF SPECIALSUPPORTS SHALL BE OF UNISTRUT, SUPERSTRUT, OR ACCEPTED EQUAL,WITH CHANNELS, ATTACHING CLIPS, PIPE CLAMPS, AND OTHER REQUIREDACCESSORIES.23.PLASTIC PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CODEREQUIREMENTS (REVIEW WITH JURISDICTION). SHIMS SHALL BE PROVIDEDTO PREVENT PIPE SAG BETWEEN FITTINGS.24.SPACING OF TRAPEZE HANGERS SHALL BE DETERMINED BY THE SMALLESTPIPE ON THE TRAPEZE. SIZES OF RODS FOR TRAPEZES SHALL BEGOVERNED BY THE LARGEST PIPE ON THE TRAPEZE.25.TRAPEZE HANGERS SHALL NOT BE LIGHTER THAN 16 GAUGE AND, WHENEXPOSED TO WEATHER, NOT LIGHTER THAN 12 GAUGE. PIPING THAT RUNS INPARTITIONS AND IS NOT SUPPORTED FROM CEILING OR FLOOR SHALL BESECURELY AND INDEPENDENTLY FASTENED TO THE PARTITION MEMBERSWITH CLAMPS OR BRACKETS.26.LATERAL MOTION OF PIPING WILL NOT CAUSE DAMAGING IMPACT WITHSURROUNDING SYSTEMS (e.g. OTHER PIPE, DUCT, EQUIPMENT, SPRINKLERHEADS, etc.) OR CAUSE LOSS OF SYSTEM VERTICAL SUPPORT.27.VERTICAL SUPPORT CONNECTIONS CANNOT DEVELOP MOMENTS (e.g.SWIVEL JOINTS, EYE BOLTS, VIBRATION ISOLATION HANGERS, etc.).28.VERTICAL CAST IRON RISERS ATTACHED WITH SHIELD AND CLAMPASSEMBLIES MUST BE STIFFENED AT THE CONNECTION POINTS OF ANYUNSUPPORTED SECTION OF PIPE.29.VERTICAL RISERS IN AN OPEN SHAFT MUST BE ATTACHED TO THESUPPORTS WITH CONNECTIONS SIZED TO ACCEPT THE HORIZONTALSEISMIC LOADS.30.WHERE EARTHQUAKE LOADS ARE APPLICABLE IN ACCORDANCE WITH THEBUILDING CODE, PLUMBING PIPING SUPPORTS SHALL BE DESIGNED ANDINSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE BUILDINGCODE.31.HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THECONTENTS OF THE PIPING. HANGERS AND STRAPPING MATERIAL SHALL BEOF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC ACTION.HANGERS AND ANCHORS SHALL BE ATTACHED TO THE BUILDINGCONSTRUCTION IN AN APPROVED MANNER.32.RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES INDIRECTION GREATER THAN 45 DEGREES FOR PIPE SIZES 4 INCHES ANDLARGER.33.ANCHORAGE SHALL BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROMAXIAL MOVEMENT.34.FOR PIPE SIZES GREATER THAN 4 INCHES, RESTRAINTS SHALL BE PROVIDEDFOR DRAIN PIPES AT ALL CHANGES IN DIRECTION AND AT ALL CHANGES INDIAMETER GREATER THAN 2 PIPE SIZES.SIZE OF LETTER (INCHES)1/23/41 1/42 1/21.00 - GENERAL1.01 DESCRIPTION OF WORKFURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND/ORREASONABLY INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK.A.SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDINGSEWER AS SHOWN.B.DOMESTIC HOT AND COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATEDACCESSORIES AND CONTROLS. CONNECTION TO BUILDING WATER AS SHOWN.C.PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT.D.FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATERTIGHTNESS.E.CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFTPENETRATIONS.F.BACKING FOR SECURING FIXTURES, TRIM AND PIPING.G.ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE.H.HANGERS, SUPPORTS, AND GUIDES.I.CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT.J.RECORD DRAWINGS AND OPERATING MANUALS.K.LICENSE, PERMITS AND ASSOCIATED FEES.L.CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBINGWORK.M.CONDENSATE DRAINS FROM HVAC EQUIPMENT, AND GAS PIPING1.02 RELATED WORK INCLUDED UNDER OTHER DRAWINGA.MECHANICAL AND ELECTRICAL WORK, FOR INFORMATION SEE RELATED DRAWINGS.B.FIRE PROTECTION WORK (IF APPLICABLE)1.03 EXAMINATION OF SITEA.VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONSWHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ONDRAWINGS AND COVER ALL COSTS. CONTRACTOR SHALL ASSUME REASONABLEVARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROPOSED WORK WITHOUTADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR ENTITLEADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL.B.VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TOTHE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, ASCERTAIN AND CHECKALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECTTHE WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSEOR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE SUCHEXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS ORSUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR ISRESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE ARCHITECTURAL ANDSTRUCTURAL CONDITIONS AND LIMITATIONS WHICH WILL EXIST IN THE BUILDING AND TOPROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A COMPLETELYCONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, ANDREQUIRED BY THE CODE.1.04 DRAWINGSTHE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS.WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THESPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED ORSHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE ANDMINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS FOUND SHALLBE MADE.1.05 RULES AND REGULATIONSA.ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES ANDREGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCALRULES AND REGULATIONS. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BECONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.B.FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHENREQUIRED TO COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OFWHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS.C.ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'SMECH/ELECT. DESIGN CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THELANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOMEFAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB.WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES THESTRICTEST INTERPRETATION SHALL APPLY.1.06 SUBMITTALSA.SUBMIT FOR REVIEW TO THE OWNER A COMPLETE AND ALL-INCLUSIVE LIST OFEQUIPMENT AND MATERIALS PROPOSED FOR USE (6 COPIES), ACCOMPANIED BYMANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGEWRITTEN 15 DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLACKLINE PRINTS AND ONEREPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION.INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATEINSTALLATION WITH OTHER TRADES.B.WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT 6 COPIES OF A LETTER STATINGANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FORAPPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OFMATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATIONTO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONSSHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL,EQUIPMENT OR METHOD SPECIFIED.1.07 AS-BUILT DRAWINGSA SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE SHALLINDICATE THE INSTALLATION "AS-BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OFTHE WORK, A SET OR REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER ATCOST, AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BEINCORPORATED THEREON. THIS SET OF REPRODUCIBLE, ALONG WITH ONE SET OFBLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINALACCEPTANCE OF THE PROJECT.1.08 GUARANTEETHE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDERFREE FROM ANY DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. HE SHALL GUARANTEE TOREPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP ORMATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OFCOMPLETION.1.09 OPERATION MANUALS AND OWNER INSTRUCTIONSA.PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBINGSYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. THREE (3) COPIES OF THEMANUAL SHALL BE BOUND IN HARDBACK BINDERS.B.PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT. INSTRUCTIONPERIOD TO COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED ATOWNER'S CONVENIENCE.1.10 CUTTING AND PATCHINGA.THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BEREQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THESPECIFICATIONS.B.PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALLMATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORYTO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUTWRITTEN APPROVAL OF THE OWNER.2.00 - MATERIALS - PIPINGBUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH THE LOCAL AUTHORITYHAVING JURISDICTION. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVEDLISTING AGENCY.A.INTERIOR UNDERGROUND STORM, SANITARY AND WASTE PIPING: SERVICE WEIGHT BELL ANDSPIGOT CAST IRON OR NO-HUB C.I. PIPE AND FITTINGS, COMPLYING WITH CISPI STANDARDS,OR ABS DWV SCH40 IF ALLOWED BY THE LOCAL AUTHORITY HAVING JURISDICTION.B.INTERIOR DOMESTIC WATER PIPING ABOVE GROUND: 3" AND SMALLER - TYPE L HARDTEMPERED COPPER WITH SOLDER END FITTINGS. 95-5 TIN AND ANTIMONY SOLDER JOINTING(LEAD-FREE).C.DOMESTIC WATER PIPING BELOW GROUND: TYPE K COPPER PIPE SHALL BE USED. WHEN PIPING ISINSTALLED WITHIN A BUILDING AND UNDER A CONCRETE SLAB, IT SHALL BE INSTALLED WITHOUTJOINTS. WHEN JOINTS ARE UNAVOIDABLE, THEY SHALL BE BRAZED.··PROTECTIVE PIPE COVERING SHALL BE FACTORY OR FIELD APPLIED ACCORDINGLY TOMANUFACTURERS WRITTEN INSTRUCTIONS.··2 ½'' OR LARGER: PRODUCTS SHALL BE POLYKEN NO. 1027 PRIMER AND POLYKEN NO. 910 TAPECOATING, 10 MIL, MINIMUM 1'' OVERLAP REQUIRED.··2'' AND SMALLER: PRODUCTS SHALL BE 10 MIL PLASTIC SLEEVE PROTECTOR.D.CONDENSATE DRAIN PIPING: COPPER WATER TUBE ASTM B88, TYPE "M", SOLDER WITH 95-5SOLDER, LEAD-FREE TYPE.E.GAS PIPING: GALVANIZED STEEL, SCH 40 AND FITTINGS FOR OUTDOOR. BLACK STEEL, SCH 40AND FITTINGS FOR INDOOR ABOVE GROUND. 3'' AND SMALLER STEEL PIPES SHALL BETHREADED, 4'' AND LARGER STEEL PIPES ARE TO BE WELDED. USE APPROVED POLYETHYLENEYELLOW PIPING (PE) FOR ALL OUTDOOR UNDERGROUND PIPING WITH 14 GAGE TRACER WIREAND SHALL NOT COME IN CONTACT WITH PE PIPING. PE PIPE MUST BE JOINED BY HEATFUSION METHOD OF CONNECTING PIPE AND FITTINGS OR APPROVED MECHANICAL FITTINGS.2.01 PIPE FLASHINGS4 LBS. LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVEDEQUAL.2.02 VALVESA.GATE VALVES: RED & WHITE 204 OR EQUAL, 3" AND SMALLER.B.CHECK VALVES: RED & WHITE 238 OR EQUAL, 3" AND SMALLER.C.BALL VALVES: NIBCO 580-70 OR EQUAL, 3'' AND SMALLER.2.03 PLUMBING FIXTURES AND TRIMPLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. SEE PLUMBINGFIXTURE SCHEDULE.2.04 PIPE HANGERS AND SUPPORTSA.SUPERSTRUT, GRINNELL, OR APPROVED EQUAL.B.INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.C.PIPE HANGERS SHALL HAVE NON-METALLIC FELT OR ELASTOMERIC LINER OR WRAP APPLIEDTO THE PIPE FOR ELECTROLYTIC PROTECTION WHERE HANGERS AND SUPPORTS ARE USEDTO SUPPORT COPPER TUBING OR PIPE. THE LINER OR WRAP SHALL BE DESIGNED TO ALLOWEXPANSION OR CONTRACTION OF THE PIPING.2.05 PIPE SLEEVESSHALL BE PROVIDED TO PROTECT ALL PIPING THROUGH CONCRETE AND MASONRY WALLS.ANNULAR SPACES BETWEEN SLEEVES AND PIPES SHALL BE FILLED OR CAULKED IN AN APPROVEDMANNER. ANNULAR SPACES BETWEEN SLEEVES AND PIPES IN FIRE-RESISTANCE-RATEDASSEMBLIES SHALL BE FILLED OR TIGHTLY CAULKED IN ACCORDANCE WITH THE BUILDING CODE.ALL UNDERSLAB CAST IRON PIPING SHALL BE COVERED WITH POLYETHYLENE SLEEVE(POLYWRAP) AND CONTRACTOR MUST FOLLOW MANUFACTURER'S MANUAL FOR PROPERINSTALLATION.2.06 TEMPERATURE AND PRESSURE RELIEF VALVETEMPERATURE & PRESSURE RELIEF VALVE SHALL DISCHARGE FULL LINE SIZE TO AN APPROVEDWASTE RECEPTOR THROUGH AN AIR GAP AS INDICATED ON PLANS OR 6'' MINIMUM, 24'' MAXIMUM.2.07 SCALD GUARD PROTECTIONPROVIDE AND INSTALL LAVATORY SCALD PROTECTION FOR WASTE PIPING AND HOT WATERPIPING.2.08 DOMESTIC PIPING INSULATIONA.PROVIDE AND INSTALL "INSULATION PROTECTION SHIELD" FOR PIPING WITH FOAM ORFIBERGLASS INSULATION.B.INSULATE ALL RAINWATER PIPING WITH 1'' THICK FIBERGLASS INSULATION BELOW THE DECKUP TO 25 FEET OF HORIZONTAL RUN.C.INSULATE ALL HORIZONTAL WASTE PIPING (HUNG) WITH 1-1/2'' THICK FIBERGLASS INSULATIONABOVE NOISE SENSITIVE AREAS ONLY. INSULATE ALL EXPOSED WATER PIPING AT THE TRASHENCLOSURE.D.INSULATE ALL DOMESTIC WATER PIPING OUTSIDE THE BUILDING OR ON ROOF WITH 1-1/2''THICK ARMSTRONG ARMAFLEX OR APPROVED EQUAL, AND SECTIONS BUTTED FIRMLYTOGETHER.E.INSULATE ALL CONDENSATE DRAIN PIPING WITH 1/2'' THICK ARMSTRONG ARMAFLEX OREQUAL, AND SECTIONS BUTTED FIRMLY TOGETHER.F.INSULATE ALL HOT WATER PIPING AND HOT WATER RETURN PIPING. THE INSULATION FOR HOTWATER AND RETURN PIPING SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN 1"FOR A PIPE UP TO 1" DIAMETER, 1.25" FOR 1-1/4" PIPE, 1.5" FOR 1-1/2" PIPE, 2" FOR 2" PIPE ORMORE IN DIAMETER.G.PROVIDE AND INSTALL SCALD GUARD PROTECTION/INSULATION UNDER SINKS WITH EXPOSEDP-TRAPS AND HOT WATER SUPPLIES.H.ALL OUTDOOR INSULATION SHALL BE PROTECTED WITH ALUMINUM JACKET.2.09 CLEANOUTA.ACCESSIBLE CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE STACK ANDRAINWATER LEADERS. ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOREACH HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. CLEANOUT MUST BEPROVIDED ON A HORIZONTAL DRAIN LINE EXCEEDING 5FT OR MORE IN LENGTH SERVINGSINKS OR URINALS. AN APPROVED TYPE OF 2-WAY CLEANOUT FITTING SHALL BE INSTALLEDOUTSIDE OF A BUILDING AT THE LOWER END OF A BUILDING DRAIN AND EXTENDED TO GRADE.2.10 WATER HEATERA.PROVIDE ANCHORS AND STRAPS TO RESIST HORIZONTAL DISPLACEMENT DUE TOEARTHQUAKE MOTION.B.STRAPPING SHALL BE LOCATED UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS.STRAPS SHALL BE A MINIMUM 2''X16 GAGE PROPERLY SECURED TO WALL STUDS. ELEVATEWATER HEATER AT LEAST 4'' MINIMUM ABOVE THE FINISHED FLOOR WITH AN APPROVED BASE.PROVIDE A 22 GAGE WATER TIGHT DRAIN PAN, CORROSION RESISTANT, AT THE BOTTOM OFTHE WATER HEATER. DRAIN PAN SHALL HAVE A 3/4'' DRAIN LINE TO BE DISCHARGED INTO ANAPPROVED RECEPTOR BY MEANS OF AN AIR GAP. A PROPERLY SIZED THERMAL EXPANSIONTANK SHALL BE PROVIDED AT THE WATER HEATER. HOT WATER SUPPLY FOR THE LAVATORIESAND HAND SINKS SHALL NOT EXCEED 110°F TEMPERATURE.2.11 TRENCHINGA.ALL TRENCHES DEEPER THAN THE FOOTING OF ANY BUILDING OR STRUCTURE ANDPARALLELING THE SAME SHALL BE AT LEAST 45 DEGREES THEREFROM.3.00 - INSTALLATION AND EXECUTION3.01 GENERALA.CAST-IRON HUBLESS WITH STAINLESS STEEL SHIELDED COUPLING SHALL BE SUPPORTEDHORIZONTALLY AT EVERY OTHER JOINT, UNLESS OVER 4 FEET, THEN SUPPORT EACH JOINTADJACENT TO JOINT, NOT TO EXCEED 18'', BRACE AT NOT MORE THAN 40FT INTERVALS,SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION. HANGERS SHALL NOT BE PLACED ONTHE COUPLING. SUPPORT VERTICAL PIPES AT THE BASE AND EACH FLOOR NOT TO EXCEED15FT. HANGERS AND SUPPORTS FOR ALL PIPING SHALL COMPLY WITH THE IFGC 2015.3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTINGA.INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORMWITH BUILDING REQUIREMENTS. PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOIDANY POSSIBLE GALVANIC ACTION BY ISOLATING DISSIMILAR METALS.B.TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMICCONDITIONS FOR DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PERMINUTE. TRANSMIT THIS INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THEWORK.C.PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED.PROVIDE ALL TEST EQUIPMENT, INCLUDING TEST PUMPS, GAUGES,INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE GAUGES USEDSHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PERSQUARE INCH.. NO PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALLBE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED.CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE,AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTIONS.D.APPLY A WATER TEST TO THE WASTE, AND VENT SYSTEMS WHETHER IN ITSENTIRETY OR IN SECTIONS; IF APPLIED TO THE ENTIRE SYSTEM, TIGHTLYCLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST OPENING, AND FILLTHE SYSTEM WITH WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM ISTESTED IN SECTIONS, TIGHTLY PLUG EACH OPENING EXCEPT FOR THEHIGHEST OPENING OF THE SECTION UNDER TEST, AND FILL EACH SECTIONWITH WATER, BUT TEST WITH NO LESS THAN A 10' HEAD OF WATER. IN TESTINGSUCCESSIVE SECTIONS, TEST AT LEAST THE UPPER 10' OF THE NEXTPRECEDING SECTION SO THAT NO JOINT OR PIPE IN THE BUILDING (EXCEPTTHE UPPERMOST 10' OF THE SYSTEM) SHALL HAVE BEEN SUBMITTED TO ATEST OF LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR INTHE PORTION UNDER TEST FOR AT LEAST 24 HOURS BEFORE INSPECTIONSTARTS, WITH THE SYSTEM TIGHT AT ALL POINTS.E.DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER APRESSURE OF NOT LESS THAN 120 PSI. PIPING MUST STAND THE TEST FOR APERIOD OF 24 HOURS WITHOUT LEAKING.F.CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS INACCORDANCE WITH STANDARD TESTING PROCEDURES AND LOCAL HEALTHDEPARTMENT REQUIREMENTS. TESTING BY A FIRM SUCH AS BENNET-MARINEOR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS.G.UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN WRITINGTHAT THE SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THEINSTALLATION COMPLIES WITH THE SPECIFIED REQUIREMENTS.H.GAS PIPING SYSTEM SHALL BE TESTED WITH 10 PSIG AIR FOR EIGHT HOURS.3.03 PIPING INSTALLATIONA.MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILLNOT BE PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS.B.INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPERPIPING AND FERROUS PIPING OR EQUIPMENT - EPCO, OR EQUAL.C.INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OREQUIPMENT WITH SPECIAL CARE. SHOW NO TOOL MARKS OR THREADS ATFITTINGS.D.CAP OPENINGS IN PIPING DURING CONSTRUCTION.E.PROVIDE 85% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSHVALVES, HOSE BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING. EXTENDBRASS PIPE FROM FIXTURE TO POINT WHERE PIPING CAN BE SECURELYFASTENED TO BUILDING CONSTRUCTION. ALL EXPOSED PIPING AND STOPVALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS.F.INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TOFACILITATE DISASSEMBLY OF PIPING.G.ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS ORCEILINGS WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OFESCUTCHEONS FROM STEEL AND PRIME COAT SAME. CUT IN ROUND,RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCEACCEPTABLE TO THE ARCHITECT.H.SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED.I.MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS: CLEANSURFACES TO BE JOINED FREE OF OIL, GREASE, RUST OR OXIDES AND APPLYFLUX TO EACH JOINT BEFORE HEATING ASSEMBLY.J.ROUGH-IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENTFURNISHED UNDER OTHER DIVISIONS, REQUIRING PLUMBING CONNECTIONS.K.ALL PIPING BE VIBRATION ISOLATED FROM THE STRUCTURE.3.04 SUBSTITUTIONSA.ONE OR MORE MAKES OF MATERIALS AND METHODS MAY HAVE BEENSPECIFIED TO ESTABLISH THE STANDARD OF QUALITY, WORKMANSHIP, FINISHAND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL ORBETTER IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEEDPERFORMANCE, MAY BE SUBMITTED FOR REVIEW AND APPROVAL ASSUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVALBY ARCHITECT, ENGINEER, AND OWNER.B.SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BEACCOMPANIED WITH A SIGNED STATEMENT THAT PROPOSED SUBSTITUTION ISEQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL DOCUMENTATION TOSUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER,ARCHITECT, AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED.C.CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITHA COMPLETED CSI SUBSTITUTION FORM INCLUDE THE COMPARISON FORFOLLOWING:1.PERFORMANCE DATA2. DIMENSIONS3.COST AND DELIVERY SCHEDULE4.LISTED AND APPROVEDD.A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALLACCOMPANY SUBSTITUTION REQUEST FORM ASSURING THAT:1. DIMENSIONS HAS BEEN VERIFIED WITH THE PROJECT CONDITIONS AND HASCOORDINATED WITH OTHER TRADES. SUBSTITUTION DOES NOT AFFECTDIMENSIONS SHOWN ON DRAWINGS.2. CONTRACTOR SHALL PAY AND BURDEN THE COST FOR CHANGES TO THEPROJECT INCLUDING REDESIGN, REENGINEERING AND REVIEW OFSUBSTITUTION. ONLY ONE ENGINEERING REVIEW TIME IS ALLOWED FOREACH PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FORADDITIONAL REVIEW TIME AND SHALL PAY ARCHITECT AND ENGINEER'STIME AT THEIR PROFESSIONAL RATE SCHEDULE.3. CONTRACTOR HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILLHAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTIONSCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS.4. CONTRACTOR HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTSWILL BE LOCALLY AVAILABLE FOR THE PROPOSED SUBSTITUTION.E.COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THECONTRACT OR THE OWNER IF THE SUBSTITUTION IS PERMITTED.F.NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALLPROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THEOWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERREDSUBSTITUTIONS.3.05 COORDINATIONA.COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TOPROVIDE CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENT FURNISHEDUNDER OTHER TRADES THAT REQUIRE PLUMBING CONNECTIONS. INFORMCONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO ANDCLEARANCES AROUND EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODECOMPLIANCE.B.VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONSSPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFOREFABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENTNEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONALCOMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION ANDAN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE.3.06 MARKING AND IDENTIFICATIONA.ALL DOMESTIC COLD WATER, HOT WATER, SANITARY SEWER, SANITARY VENT,CONDENSATE DRAIN, AND NATURAL GAS PIPING SHALL HAVE VISIBLEPERMANENT LABELS AT EVERY 20 FEET, THE DIRECTION OF NORMAL FLOWSHALL BE CLEARLY SHOWN, AT LEAST ONCE PER ROOM, AND SHALL BE VISIBLEFROM THE LOOR LEVEL. THE MINIMUM SIZE OF THE LETTERS SHOWN ONTABLE 6-1 BELOW. VALVES SHALL BE LABELED WITH STENCILED OR STAMPEDMETAL TAGS BEARING THE NAME OF THE SYSTEM THEY CARRY.1.PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK ANDGENERAL ARRANGEMENT OF THE EQUIPMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENTAND MATERIALS. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBINGWORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, SPRINKLER, HEATING/VENTILATING / AIRCONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO FAMILIARIZE HIMSELF WITH THAT WORK ANDTO VERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED.2.DUE TO THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS,FITTINGS, ELBOWS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONSOF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODESAND REGULATIONS, THEY SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER.THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK, AND SIMILAR. THEEXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB.3.ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL ORMECHANICAL INJURY OR THEFT. PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPERCOVERINGS AFTER INSTALLATION AND SHALL BE THOROUGHLY CLEANED AFTER COMPLETION OF THEPROJECT.4.ALL MATERIALS SUCH AS VALVES, FITTINGS, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLYPROTECTED, AND ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THEWORK UNDER HIS CHARGE, ON A DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENTOBSTRUCTION AND DAMAGE. THE ABOVE REQUIREMENTS ARE MANDATORY.5.THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED INACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THESTATE OF WASHINGTON, LOCAL CODES, AND CITY OF YELM LAWS OR ORDINANCES, INCLUDING STATE ORLOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATEENERGY CODES AND UTILITY REGULATORY AGENCIES.6.ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIREUNDERWRITERS, THE PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THEOCCUPATIONAL SAFETY AND HEALTH ACT, THE AMERICAN GAS ASSOCIATION, AND ALL SUCH OTHERSPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE SPECIFICATIONS.7.PIPE SIZE SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODEMINIMUM, EXCEPT WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN.8.THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITEAT ALL TIMES, ON WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBINGWORK. AS WORK PROGRESS, MARK CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS,ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS ISSUED BY THE ENGINEER.9.THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES,AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND INSTALLED.10.MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO, MARK LOCATIONS OF ALL VALVESAND VARIOUS EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLYDURING CONSTRUCTION.11.AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATANOTED ON MARKED-UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYONDLIMITS OF BUILDING, SHALL BE SUBMITTED TO THE TO THE ENGINEER FOR FINAL REVIEW AND COMMENT.THE PRINTS WILL BE RETURNED WITH APPROPRIATE COMMENTS AND RECOMMENDATIONS. THESECORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE REVISIONS, ADDITIONSAND DELETIONS OF WORK, SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS.12.WHERE PIPING AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS,OR FLOORS. INSTALL A FIRE-STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OFFIRE, SMOKE AND GASES. FIRE-STOP MATERIAL SHALL BE UL APPROVED, PACKED TIGHT ANDCOMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL, ANDROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE AUTHORITY.13.ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIT, PLUMB AND AS DIRECT ASPOSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TOWALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS ANDAVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACHOTHER; SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES.14.PIPING SHALL BE PITCHED TO POINTS OF DRAINAGE WITH CONSTANT UNIFORM SLOPE.15.INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS.16.GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT TOWARD THE POINT OFDISPOSAL. WHEN APPROVED BY ADMINISTRATIVE AUTHORITY, PIPE SIZE 4" AND LARGER MAY HAVE ASLOPE OF NOT LESS THAN 1/8" PER FOOT.17.WHERE CHANGE IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS.18.FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORTSWEEP 1/4 BENDS, OR COMBINATIONS WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FORHORIZONTAL BRANCHES DISCHARGING TO STACKS.19.INSTALL SECTIONALIZING VALVES AND ON EACH BRANCH LINE TO MULTI-FIXTURE GROUPS. LOCATEVALVES IN A READILY ACCESSIBLE LOCATION. DO NOT CONCEAL. DO NOT LOCATE VALVE SYSTEMSBELOW HORIZONTAL UNLESS INDICATED ON PLANS. LOCATE ANGLE STOP VALVES BELOW THE SINK ORWATER CLOSET.20.WATER SUPPLY TO ALL FIXTURES AND CONTAINERS SHALL BE SO INSTALLED AS TO PREVENT POSSIBLEBACK SIPHONAGE OF POLLUTED WATER. ALL SUPPLIES SHALL BE EITHER ABOVE THE FLOOD RIM OF THEFIXTURE OR SEPARATED FROM THE DRAINAGE END BY MEANS OF AN APPROVED VACUUM BREAKERS.21.PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED ORSPECIFIED AS REQUIRING SOIL, WASTE DRAIN AND VENT FACILITIES.22.LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILLHAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPELAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT, AND OTHER FOREIGN MATERIALS.DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPEAND DRAINS.23.PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCALPLUMBING CODE AND WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS.INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FORRODDING. CLEANOUTS SHALL BE THE SAME SIZE AS PIPE SERVED EXCEPT THAT NO CLEANOUT BE LARGETHAN FOUR INCHES.24.EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND 10' MINIMUM AWAY FROM ANY FRESH AIR INTAKES.25.SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BECONTINUOUSLY UPWARD AND SO THAT NO LOW POINTS WILL BE DRAINED.26.MAKE TIGHT CONNECTION BETWEEN WATER CLOSET FLANGES AND EARTHENWARE FIXTURE BY MEANSOF APPROVED MOLDED WAX RING OR SETTING COMPOUND AND BOLTING.27.VENTS: PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER-TIGHT AT ROOF WITH 4LB. SHEET LEAD; EXTEND INTO ROOFING FELTS AT LEAST 24" FROM PIPES. EXTEND LEAD COLLAR UPAROUND OUTSIDE AND TURN DOWN INSIDE VENTS AT THE TOP. LOCATE VENT THROUGH ROOF 10'MINIMUM AWAY FROM ANY FRESH AIR INTAKE.28.ALL PLUMBING FIXTURES AND PIPING IS TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCYAND PROPERLY LABELED.29.COORDINATE ALL LOCATIONS, SIZES, AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABSAND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGHFOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THEFOOTING. NO PIPE TO BE PLACED THROUGH FOOTING UNLESS APPROVED BY THE STRUCTURALENGINEER.30.ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITHAN EXPANSION FITTINGS OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER.31.PIPE MUST NOT BE IN SOLID CONTACT WITH THE BUILDING STRUCTURE. ISOLATORS CONSISTING OFRESILIENT PIPE SLEEVE ELEMENTS SHOULD BE USED IN CONJUNCTION WITH OR INTEGRAL TO PIPECLAMPS OR HANGER WHEN SECURING PIPES TO THE STRUCTURE.32.PLUMBING CONTRACTOR SHALL CONNECT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITHLISTED AND APPROVED GAS SHUT-OFF VALVE, SEDIMENT TRAP, AND UNION.33.FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS.34.PENETRATION OF FLOOR/CEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE-RESISTANCERATING SHALL BE PROTECTED IN ACCORDANCE WITH THE BUILDING CODE.35.WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI, ANN APPROVED WATER-PRESSUREREDUCING VALVE CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED TO REDUCE THEPRESSURE IN THE BUILDING WATER DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS.36.DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH THE LOCAL AND THE 2015 UNIFORMPLUMBING CODE.37.PROPER ACCESS MUST BE PROVIDED FOR THE TESTING AND MAINTENANCE OF THE BACKFLOWPREVENTER. IF THE BACKFLOW PREVENTER IS INSTALLED MORE THAN 5'-0" ABOVE THE FLOOR, SPECIALPROVISIONS MUST BE MADE.38.PLASTIC PIPES ARE NOT PERMITTED TO BE INSTALLED WITHIN THE AIR PLENUM SPACE.39.ALL PIPING SHALL MAINTAIN AT LEAST 5'-0" CLEARANCE IN THE FRONT OF THE HVAC SUPPLY AND RETURNOPENINGS.40.CONTRACTOR IS REQUIRED TO SCOPE THE EXISTING SANITARY SEWER LINE PRIOR OF WORK. IFREQUIRED, CONTRACTOR SHALL PERFORM RODDING TO GUARANTEE FREE FLOWING OF THE EXISTINGWASTE LINE AND NOTIFY THE ENGINEER IF THE EXISTING INVERT ELEVATION TIE-IN POINT IS NOTADEQUATE TO MEET THE INVERT ELEVATION INDICATED ON THE PLANS.41.PLUMBING CONTRACTOR TO PROVIDE AND INSTALL A PRESSURE REDUCING VALVE AT THE MAINDOMESTIC COLD WATER SERVICE LINE IF A PRESSURE REDUCING VALVE IS NOT ALREADY INSTALLED. APRESSURE REDUCING VALVE IS NOT REQUIRED IF THE INCOMING DOMESTIC WATER PRESSURE IS LESSTHAN 90 PSIG.4275 N Palm St, Suite 100
Fullerton, CA 92835
(714) 578-2300 office
www.coolsysenergydesign.com
4275 N Palm St, Suite 100
Fullerton, CA 92835
(714) 578-2300 office
www.coolsysenergydesign.com
2" G4" SSFOR CONTINUATIONSEE ENLARGED PLANSON SHEET P3.03/4" CW UP THRUROOF TO HB-2WITH BUILT INVACUUM BREAKER1" CW TOPRODUCECASES6FOR CONTINUATIONSEE ENLARGEDPLANS ON SHEETP3.0FS-11" CWGM(E) GAS METER1-1/2" VENTTHRU ROOF1-1/4" GUH-1200 MBH3/4" CW DN TO HB-3WITH INTEGRALLOCKING COVERFCO53/4" CW1" CW22" SSBALESTORAGE117SALESFLOOR101STOCKROOM111VESTIBULE100TRASHENCLOSURE116EXISTINGELECTRICALROOM114DAIRYCOOLER104BACKOFFICE103FRONTOFFICE102BREAKROOM110ALCOVE113WOMENS108MEN'S109EQUIPMENTROOM115BBCCDDFFGGAA112233445566EEG1-1/4" GG3/4" CW4" SSFC-1FC-244131-1/4" G UP TODOAS-1 200 MBH,PROVIDE LINESIZE GAS COCKNEAR THE UNIT1-1/4" G1-1/2" CW4" SS1-1/2" CWG4" OFL UPTO 4" OD-14" OFL UPTO 4" OD-174" OFL UPTO 4" OD-174" OFL TO DAYLIGHTAT 18' ABOVEFINISHED FLOOR888GENERAL NOTESSHEET NOTES1234GAS PIPING NOTESGENERAL REQUIREMENTS FOR PIPE STANDS:·SHOP-OR FIELD-FABRICATED ASSEMBLIES MADE OFMANUFACTURED CORROSION-RESISTANTCOMPONENTS TO SUPPORT ROOF-MOUNTEDPIPING.·REFER TO THE ARCHITECTS PLANS FOR ALL ROOFTOP PIPE SUPPORT.BLACK STEEL GAS PIPE SUPPORT INTERVALSPIPE SIZE - MAX. SPAN (FEET) -1/2"6'3/4"-1"8'1 1/4" OR LARGER10'ALSO PROVIDE PIPE SUPPORT AT EACH SIDE OF 90DEGREE TURN AND AT EACH ROOF TOP UNIT.THE PLUMBING CONTRACTOR SHALL COORDINATE THEEXACT GAS PRESSURE WITH THE LOCAL GAS COMPANYPRIOR TO INSTALLING ANY PIPING. FAILURE TO DO SOSHALL BE AT THE SOLE RISK AND EXPENSE OF THEPLUMBING CONTRACTOR.GAS DESIGN CRITERIAGAS SYSTEM DESIGN CRITERIABLACK STEEL GAS PIPING BASED ON THE 2015UNIFORM PLUMBING CODE TABLE 1216.2(1).GAS PRESSURE - LESS THAN 2 PSIPRESSURE DROP - .5"WC.SPECIFIC GRAVITY - .60TOTAL DEVELOP LENGTH - 175 FEETEQUIPMENTUNIT HEATER 1 200 MBHDOAS 1200 MBHTOTAL = 400 MBHALL IN-SLAB SEWER LINES SHALL BE NEW TO BUILDINGPOINT-OF-ENTRY. NO EXISTING SEWER LINES INSIDETHE BUILDING SHALL BE RE--USED.REMOVE ALL EXISTING FLOOR DRAINS AND FLOORSINKS. PROVIDE HARD-CAPS FLUSH TO FINISHEDFLOOR.REMOVE ALL DRAINS AND SEWER LINES THAT AREPOTENTIALLY IN CONFLICT WITH NEW SEWER LINES.PLUMBER TO FIELD VERIFY ALL EXISTING SEWER LINESARE UNUSED PRIOR TO DEMOLITION. AN OPERABLEWASTE LINE SHALL BE MAINTAINED FROM ADJACENTTENANT SPACE WHEN ONE EXISTS.EXISTING GREASE WASTE PIPES SHALL BE ABANDONED.CAP ALL ENDS. FIELD VERIFY CONDITIONS.CONNECT 1-1/2"CW TO EXISTING 2" COLD WATER MAIN.VERIFY IN FIELD EXACT LOCATION AND SIZE OFCONNECTING PIPING PRIOR TO CONSTRUCTION.CONNECT 2"G TO EXISTING 2"G MAIN. VERIFY IN FIELDEXACT LOCATION AND SIZE OF CONNECTING PIPINGPRIOR TO CONSTRUCTION.CONNECT 4" SS TO EXISTING SEWER MAIN. VERIFY INFIELD EXACT LOCATION, SIZE AND INVERT ELEVATION.POINT OF CONNECTION PRIOR TO CONSTRUCTION. IFTHE INVERT OF THE EXISTING SANITARY MAIN ISINADEQUATE TO SLOPE THE PIPE AT 1/4" PER FT, THENCONTRACTOR IS TO NOTIFY THE ENGINEER ORGROCERY OUTLET REPRESENTATIVE IMMEDIATELY.NEW FAN COIL UNIT WITH CONDENSING PUMP BYOTHERS. DRAINS TO EVAC SYSTEMS BUFFER BOX, SEESHEET PV1.0 FOR CONTINUATION.1-1/2" VENT UP FROM BELOW THE FINISHED BEHIND THEREFRIGERATED CASE UP THRU THE ROOF. P.C. TOPROVIDE CONDENSATE PIPING FROM REFRIGERATEDCASES TO FLOOR SINK.3/4" COLD WATER DROP IN WALL BEHIND CASE LINEUP.PROVIDE S.O.V. PRV-1, BFP-2 AND ACCESSIBLE WHA. SEEALSO REFRIGERATION SHEET R-1 FOR CONTINUATION.4" OFL DOWN, ROUTE PIPING ADJACENT TO EXTERIOR,PIPING TO TERMINATE AT 6" MINIMUM ABOVE FINISHEDFLOOR. PAINT PIPING TO MATCH EXISTING WALL.OVERFLOW DRAIN, OD-1, TO BE ZURN Z100-89, 15"DIAMETER ROOF DRAIN WITH 2" HIGH EXTERNAL WATERDAM, DURA-COATED CAST IRON BODY WITH CAST IRONDOME, NO HUB OUTLET1.2.3.4.5.56ALL MATERIAL EXTERIOR PIPING AND FITTINGS SHALL BECOATED WITH A CORROSION RESISTANT MATERIAL ARUST PROHIBITIVE PAINT IS AN ACCEPTABLE MEANS,THE PAINT SHALL BE YELLOW IN COLOR.GAS PIPING PROTECTIVE COATING784275 N Palm St, Suite 100
Fullerton, CA 92835
(714) 578-2300 office
www.coolsysenergydesign.com1SCALE: 1/8" = 1'-0"PLUMBING FLOOR PLAN
MS-1SS-11-1/2" VWALL COTYPICAL2" VS-1LV-1WC-1DRF-12-1/2" VTRFC-34" SS2" V2" V4" SS3" SSBREAKROOM110ALCOVE113WOMENS108MEN'S109WC-1WC-1UC-1LV-12" V4" SSFD-1FD-11-1/2" V RISE2" SS DNCD FROM FC-3 TORECEPTOR INWALL WITHACCESS PANEL4" OFL UPTO 4" OD-14" OFL TO DAYLIGHTAT 18' ABOVEFINISHED FLOOROFLOFLMS-1WH-1HB-1SS-1ET-1BFP-1S-1LV-1WC-1DRF-13/4" CW1-1/4" CWWHARCP-11" HW3/4" HWR1" CW3/4" HW3/4" HWR1-1/2" CWBREAKROOM110ALCOVE113WOMENS108MEN'S109WC-1WC-1UC-1LV-11" CW3/4" HW3/4" HWR1/2" CW1/2" HWFD-1FD-11/2" CW1/2" CW161514109SEE SHEET P2.0 FOR CONTINUATION.INSTALL WATER HEATER 6 KW INPUT, EXPANSION TANK, MIXINGVALVE AND RECIRCULATING PUMP ON PLATFORM ABOVE MOPSINK. PROVIDE 3/4"CW AND HW LINES TO WH-1. FOR MOREINFORMATION SEE DETAILS 4 & 9 / P4.0.TERMINATE 3/4" DRAIN FROM BFP-1 ONTO SERVICE SINK WITH 2"AIR GAP.1/2"CW TO WATER CLOSET.1/2"CW AND 1/2"HW DOWN TO LAVATORY/SINK. INSTALLTHERMOSTATIC MIXING VALVE IN ACCESSIBLE LOCATION BELOWLAVATORY/SINK.3/4"CW DOWN, TO BE CONNECTED TO EVAC SYSTEM. PROVIDE 3GPM FLOW CONTROL VALVE, FURNISHED AND INSTALL BY P.C.VENT THRU ROOF. EXTEND VENT PIPES 12" ABOVE ROOF AND10'-0" MINIMUM AWAY FROM ANY FRESH AIR INTAKES. MAINTAINAT LEAST 24" AWAY FROM THE PARAPET WALLS.3/4"CW DOWN, TO BE CONNECTED TO EVAC SYSTEM.2" SANITARY DROP AND 2" VENT RISE.1"CW AND 1"HW DOWN IN WALL TO PLUMBING FIXTURES. INSTALLSHUT-OFF VALVES ON DROPS.3" SANITARY DROP AND 2" VENT RISE.3/4"CW DOWN THRU WALL TO HOSE BIBB.WATER HEATER ON PLATFORM ABOVE MOP SINK. RUN FULL LINESIZE T&P RELIEF LINE TO TERMINATE ONTO MOP SINK THRU 2"AIR GAP. FOR MORE INFORMATION REFER TO DETAIL #4 & #9 ONP4.0 SHEET.EVAC SYSTEM TO BE DISCHARGE INTO SS-1 THRU 2" AIR GAP.3/4"CW AND 3/4"HW DOWN IN WALL TO MOP SINK. INSTALLSHUT-OFF VALVES ON DROPS.1/2"CW TO DRINKING FOUNTAIN.NEW FAN COIL UNIT WITH CONDENSING PUMP BY OTHERS.DRAINS TO EVAC SYSTEMS BUFFER BOX, SEE SHEET PV1.0 FORCONTINUATION.1-1/2"CW CONNECT TO 2" COLD WATER MAIN. VERIFY IN FILEDEXACT LOCATION AND SIZE OF CONNECTING PIPING PRIOR TOCONSTRUCTION.OVERFLOW DRAIN, OD-1, TO BE ZURN Z100-89, 15" DIAMETERROOF DRAIN WITH 2" HIGH EXTERNAL WATER DAM,DURA-COATED CAST IRON BODY WITH CAST IRON DOME, NO HUBOUTLET87654321SERVICE HOT WATER SYSTEM WITH CIRCULATING PUMP SHALLBE CAPABLE OF AUTOMATICALLY TURNING OFF THE SYSTEM.1.GENERAL NOTESPLUMBING SHEET NOTES1112131718161514987654321111213111115549101114419194275 N Palm St, Suite 100
Fullerton, CA 92835
(714) 578-2300 office
www.coolsysenergydesign.com1SCALE: 1/4" = 1'-0"ENLARGED PLAN - SANITARY SEWER AND VENT2SCALE: 1/4" = 1'-0"ENLARGED PLAN - DOMESTIC WATER SUPPLY
HOT WATER RECIRCULATING PUMP9CLEANOUT DETAILSN.T.S.5PIPE HANGER DETAIL1VENT THRU ROOF12GAS PIPING CONNECTION10FLOOR DRAIN DETAILN.T.S.6PIPE SUPPORT DETAILN.T.S.2FLOOR SINK13CONDENSATE DRAIN CONNECTIONTO SINK TAILPIECE DETAILN.T.S.7PIPE PENETRATION THRU WALL DETAILN.T.S.3HOSE BIBB ON ROOF11TRAP PRIMERN.T.S.8ELECTRIC WATER HEATERN.T.S.4N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.N.T.S.4275 N Palm St, Suite 100
Fullerton, CA 92835
(714) 578-2300 office
www.coolsysenergydesign.comWATERPROOFING AROUNDFLOOR SINKHUB OUTLETSLABBODY - SMOOTH INTERIORWALL SURFACEHUB OUTLETBOTTOM DOMESTRAINERGRATEFINISHED FLOORDRAIN LINETHE FLOOR SINK SHALL NOTBE INSTALLED FLUSH WITHTHE THE FLOOR
1PLUMBING DRAINAGE RISER DIAGRAMNTS3PLUMBING GAS RISER DIAGRAMNTS2PLUMBING WATER RISER DIAGRAMNTSGAS DESIGN CRITERIANTSGAS SYSTEM DESIGN CRITERIABLACK STEEL GAS PIPING SIZES BASED ON THE 2015 UNIFORM PLUMBING CODETABLE 1216.2(1)GAS PRESSURE - LESS THAN 2 PSIPRESSURE DROP - .5" WC.SPECIFIC GRAVITY - .60TOTAL DEVELOPED LENGTH - 175 FEETEQUIPMENTUNIT HEATER 1200 MBHDOAS 1200 MBHTOTAL = 400 MBHGAS PIPING NOTESNTSGENERAL REQUIREMENTS FOR PIPE STANDS:·SHOP- OR FIELD-FABRICATED ASSEMBLIES MADE OF MANUFACTURED CORROSION-RESISTANTCOMPONENTS TO SUPPORT ROOF-MOUNTED PIPING.·REFER TO THE ARCHITECTS PLANS FOR ALL ROOF TOP PIPE SUPPORT.BLACK STEEL GAS PIPE SUPPORT INTERVALSPIPE SIZE - MAX. SPAN (FEET) -1/2" 6'3/4" -1" 8'1 1/4" OR LARGER10'ALSO PROVIDE PIPE SUPPORT AT EACH SIDE OF 90 DEGREE TURN AND AT EACH ROOF TOPUNIT.THE PLUMBING CONTRACTOR SHALL COORDINATE THE EXACT GAS PRESSURE WITH THELOCAL GAS COMPANY PRIOR TO INSTALLING ANY PIPING. FAILURE TO DO SO SHALL BE ATTHE SOLE RISK AND EXPENSE OF THE PLUMBING CONTRACTOR.4275 N Palm St, Suite 100
Fullerton, CA 92835
(714) 578-2300 office
www.coolsysenergydesign.com