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DIVISION 15 - PLUMBING SPECIFICATIONSRESPONSIBILITYDRAWINGS AND SPECIFICATIONSSHOP DRAWINGSSUBSTITUTION OF MATERIALSCOOPERATIONCHANGES IN THE WORKPROTECTION OF WORK AND PROPERTYCODES AND REGULATIONSMATERIALS AND WORKMANSHIPPERMITSCODE REQUIREMENTSINSPECTION OF SITEGENERALSCOPEMATERIALS AND PERFORMANCEGENERAL PROVISIONSP5DATEFOR PERMIT & BID01-25-22SEAL:PROJECT LOCATION:SHEET NUMBER:REVISION:DATE:CHECKED BY:ISSUE:DRAWN BY:PROJECT NO.:DATE:PROJECT INFORMATION:CLIENT:CONSULTANT:THESE DRAWINGS, IDEAS, SPECIFICATIONS ANDDESIGNS ARE EXCLUSIVE PROPERTY OF WINGSTOPRESTAURANTS, INC. NO PART OF THESE DRAWINGSMAY BE COPIED, REPRODUCED, OR OTHERSTRUCTURES BUILT FROM SUCH WITHOUT THEWRITTEN CONSENT OF WINGSTOP RESTAURANTS, INC.COPYRIGHT R 2022WINGSTOP RESTAURANTS, INC.ALL RIGHTS RESERVED15505 WRIGHT BROTHERS DRIVEADDISON, TX 75001TELEPHONE: (972) 686-6500FAX: (972) 686-6502DISCLAIMER:STOCKTON, CA2021-0486STORE NUMBER: GL#Z060
<br />GILL GROVE
<br />1687 N CALIFORNIA STREET SUITE #TBD
<br />STOCKTON, CA 95204JJVDRC2/3/22796 Merus Court
<br />St. Louis, MO 63026
<br />T 636.349.1600
<br />F 636.349.1730PLUMBING FIXTURE SCHEDULEFIXTURE DATACONNECTION DATADESCRIPTIONPLANTAGFIXTUREMFG.MODEL NO.SOILSIZEVENTSIZETRAPINDIRECTWASTEWATERCOLDHOTT.W.FILTERHANDICAPPED WATERCLOSET ADAWC-1CADET215CA.104.0204"2"--12"---HANDICAPPED VITREOUS CHINA TANK TYPE WATER CLOSET WITH ELONGATED SIPHON JET BOWL PRESSUREASSISTED 1.28 GPF WITH SEAT MIN 17" AND MAX 19" AFF. FURNISH COMPLETE WITH CHURCH #295C OPEN FRONTTOILET SEAT AND LOOSE KEY ANGLE STOPSHANDICAPPED LAVATORYADAL-1LUCERNE0355.0122"112"114"-12"-12"-VITREOUS CHINA WALL HUNG LAVATORY WITH CONCEALED ARM SUPPORT. FURNISH COMPLETE WITH AMERICANSTANDARD 1340.225 SELF-CLOSING METERING LAVATORY FAUCET, OFFSET TAILPIECE MCGUIRE CHROME SUPPLIESAND LOOSE KEY ANGLE STOPS, 114"x12" C.P. 17 GAUGE ADJUSTABLE P-TRAP WITH CLEANOUT AND CHROME SETSCREW ESCUTCHEONS THROUGH WALL. INSULATE ALL EXPOSED PIPING WITH "TRUBRO LAV-GAURD" INSULATION KITNO. 101. INSTALLATION SHALL COMPLY WITH ALL ADA REQUIREMENTS FOR MOUNTING HEIGHTS AND CLEARANCES.1-COMPT. MOP SINKFIATMSB-24243"2"3"-12"12"--PRECAST MOLDED STONE MOP SERVICE BASIN, 24"x24"x12" HIGH STAINLESS STEEL THRESHOLD AND #830-AA FAUCETWITH VACUUM BREAKER AND HOSE END, #832-AA HOSE AND HOSE BRACKET, #1453-BB STAINLESS STEEL STRAINERAND #889-CC MOP HANGER.REST ROOM FLOOR DRAINFD-18422"2"2"-----ABS, 2-PIECE BODY WITH DOUBLE DRAINAGE FLANGE, FLASHING COLLAR WEEP HOLES, ADJUSTABLE 7" ROUND SATINNICKALOY STAINER, BOTTOM OUTLET. FLOOR DRAINFD-1SIOUX CHIEF842-UM2"2"2"-----ABS, 2-PIECE BODY WITH DOUBLE DRAINAGE FLANGE, FLASHING COLLAR WEEP HOLES WITH SEDIMENT BUCKET,12"TRAP PRIMER CONNECTION, BOTTOM OUTLET AND INSIDE CAULK CONNECTION.FLOOR SINK FS-1861-23-N23"2"2"-----CAST IRON FLOOR SINK WITH 12" SQUARE TOP AND ALUMINUM DOME STRAINER WITH 12"GRATE TOP.THERMOSTATIC MIXINGVALVE - MVACORNST-70--------THERMOSTATIC MIXING VALVE FOR SMALL APPLICATIONS.EXPANSION TANKAMTROLST-12-------MAXIMUM WORKING PRESSURE 150 PSI, TOTAL: VOLUME 6.7 GALLONS TO BE INSTALLED ON WATER HEATER PERWATER HEATER MANUFACTURES GUIDE LINES.WATER HEATER (GWH)---TO FLOORSINK----TRAP PRIMER(ALTERNATE)PRECISIONPLUMBINGPRODUCTSPRO1-500----12"---ALL BRONZE TRAP PRIMER WITH VACUUM BREAKER, CONTAINS NO SPRINGS, DIAPHRAGMS, OR PLASTIC. PROVIDEPRIMERS IN RESTROOMS AND LOW USE FLOOR DRAINS..BACKFLOW PREVENTERWATTS--------EXIST. BUILDING BACKFLOW PREVENTERBACKFLOW PREVENTERWATTSREFER TOSCHED. ON P2----38"---STAINLESS STEEL BACKFLOW PREVENTER FOR CARBONATED BEVERAGE DISPENSER, WATER FILTERS, ICE TEABREWERS AND ICE MACHINES.ACCESS PANELELMDORPW SERIES--------10"x10" SQUARE STAINLESS STEEL ACCESS PANEL.WALL CLEANOUTJOSAM58600-COT2"2"------CAST IRON CAULKING FERRULE WITH BRASS RAISED HEAD PLUS POLISHED NIKALOY OR STAINLESS STEEL COVERPLATE. SECURE WITH SCREW SPIGOT CONNECTION.FLOOR CLEANOUTJOSAM570004"-------LEVELEZE COATED CAST IRON BODY WITH ADJUSTABLE HOUSING, SATIN NIKALOY TOP AND INSIDE CAULKCONNECTION.SHOCK ABSORBERJOSAM75000--------STAINLESS STEEL HYDRO-PNEUMATIC SHOCK ABSORBER WITH ELASTOMER BELLOWS.3-COMPARTMENT SINK-----SEE P134"34"--OWNER SUPPLIED AND CONTRACTOR TO INSTALL.2-COMPARTMENT SINK-----TO F.S.34"34"--OWNER SUPPLIED AND CONTRACTOR TO INSTALL.ICE MACHINE W/STORAGEBIN-----TO F.S.12"---OWNER SUPPLIED AND GENERAL CONTRACTOR TO INSTALL. PROVIDE TYPE 'A' HAMMER ARRESTOR.SODA SYSTEM-----TO F.S.14"---OWNER SUPPLIED AND INSTALLED.TEA BREWER------14"---OWNER SUPPLIED AND INSTALLED.HAND SINK--2"112"112"-12"-12"-OWNER SUPPLIED AND CONTRACTOR TO INSTALL.HOSE BIBB (140°F. HW)-------34"--T & S BRASS B-0737- 001802-45T-HANDLE, CONTRACTOR SUPPLIED AND INSTALLED.CARBONATOR-----TO F.S.14"---OWNER SUPPLIED AND INSTALLED. PC TO PROVIDE & INSTALL CODE COMPLIANT BACKFLOW PROTECTION.-----TO F.S.----GREASE INTERCEPTOR--4"2"------SUPPLIED AND INSTALLED BY CONTRACTOR. REFER TO GREASE INTERCEPTOR DETAIL ON SHEET P4 FOR MOREINFORMATION.EXTERIOR GRADECLEANOUTJOSAM57000-Z-LT4"-------CAST IRON BODY WITH FLANGE, WITH STRAIGHT BODY FOR CAULKING INTO SOIL PIPE. HUB WITH COUNTERSUNKTAPERED THREADED BRONZE PLUG. PROVIDE "T" HANDLE WRENCH. (ALTERNATE JOSAM NO. 58190-22)251720222119181614232426152713243161085111297HANDICAPPED URINALADAAMERICANSTANDARDWASH BROOK6501.0102"2"-----HANDICAPPED WALL HUNG, FLUSHING RIM, WASHOUT ACTION, 3/4" TOP SPUD, 0.5 GALLONS PER FLUSH. VALVE: SLOANROYAL-186-0.5 YBYC CARRIER: J.R.SMITH-0637 FLOOR MTD. WITH BEARING PLATE. MOUNTING HEIGHT: 17" FROM RIMTO FLOOR.2834"TO FLOORSINKNORITZSEE WATERHEATER DETAILP2PROVIDE WITH INSTALLATION KIT, DIRECT VENT CONVERSION KIT WITH REMOTE, WITH CONDENSATE DRAIN WITHBACKFLOW PREVENTER.RE-CIRCULATING PUMPBELL ANDGOSSETTNRF-22-------PROVIDE WITH AQUASTAT AND TIMER291/2"KITCHEN TRENCH DRAINJOSAM100C3"2"2"-----MEA - JOSAM 100C SERIES CHANNELS SHALL BE 39.4" (1000) LONG WITH 4" (102) INTERNAL WIDTH AND RADIUSEDBOTTOM. MATERIAL AND AVAILABLE WITH AND WITHOUT SLOPE. CHANNEL SUPPORT BRACKETS CAPABLE OFACCEPTING RE-BAR, END OUTLETS, BOTTOM OUTLETS, ENDCAPS, AND CORNER/T CONNECTORS SHALL BE AVAILABLE.ORDER WITH STAINLESS STEEL GRATE AND BOTTOM OUTLET STRAINER30TD-1(ALTERNATE BY OWNERSDIRECTION)REFER TOSCHED. ON P2A.THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, ALONGWITH ALL APPLICABLE INSTRUCTIONS TO BIDDERS SHALL FORM A PART OFTHIS SECTION OF THE SPECIFICATIONS.B.REFERENCE IS MADE TO REQUISITES FOR BIDDERS AND CONTRACTORSUNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BECONSIDERED BINDING, UNLESS OTHERWISE NOTED UNDER THISEACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THECONSTRUCTION DETAILS, BOTH AS ON TENANT CONSTRUCTION DRAWINGS ANDLANDLORD'S AS REFERRED TO, BEFORE SUBMITTING HIS BID AS NOALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITYWITH THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL BE ASREQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION.ALL PROPOSALS SHALL PRECLUDE THAT CONTRACTOR IS FAMILIAR WITH JOB SITECONDITIONS AND UTILITY LOCATIONS AND THE LACK OF SPECIFIC INFORMATIONON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANYRESPONSIBILITY.ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THEWORK SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR INVOLVED.ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THESPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE OWNER, AND SHALLSATISFY ALL APPLICABLE CODES, ORDINANCES, OR REGULATIONS OF THEGOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND ALL MODIFICATIONSREQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTORWITHOUT ANY ADDITIONAL COST TO THE OWNER.A.MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED ASRECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHERWISE SPECIFIEDSHALL BE NEW, AND FREE FROM ANY DEFECTS. ALL LIKE MATERIALS USEDSHALL BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISESPECIFIED.B.WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENTWORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORKSHALL BE PROPERLY PROTECTED DURING CONSTRUCTION, AND ONCOMPLETION, THE INSTALLATION SHALL BE THOROUGHLY CLEANED AND ALLDEBRIS PRESENT AS A RESULT OF THIS CONTRACT SHALL BE REMOVED FROMTHE PREMISES, DO NOT JUST ABANDON.EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULESAND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN ORSPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS ANDSPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE GENERALCONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR PERFORMSANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, RULES ANDREGULATIONS AND WITHOUT GIVING SUCH NOTICE, THE SUBCONTRACTOR SHALLBEAR ALL COSTS ARISING THEREFROM.A.EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATEPROJECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THEOWNER'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS WORK. HESHALL MAKE GOOD ANY SUCH DAMAGE, INJURY, OR LOSS, EXCEPT SUCH ASMAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HISFAULT OR NEGLIGENCE. HE SHALL ADEQUATELY PROTECT ADJACENTPROPERTY AS WELL.B.EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FORTHE SAFETY OF THEIR EMPLOYEES ON THE WORK AND SHALL COMPLY WITHALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING CODES ANDSAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON ORADJACENT TO THE PREMISES WHERE THE WORK IS BEING PERFORMED.EACH SUBCONTRACTOR SHALL MAINTAIN ALL INSURANCE REQUIRED TOPROTECT HIMSELF, OWNER AND TENANT FOR THE DURATION OF THE WORKAGAINST PROPERTY DAMAGE AND PUBLIC LIABILITY.THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORKOR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK,THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY.ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CON-JUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT IN AMANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE ADEQUATE TIME ATTHE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. REFERENCESHALL BE MADE TO THE OWNER FOR INSTRUCTIONS SHOULD ANY QUESTIONSARISE BETWEEN TRADES AS TO THE PLACING OF LINES, DUCTS, CONDUITS,FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO REMOVE ANYGENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE ORSTRENGTH OF THE STRUCTURE.MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THEPRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THEOPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF A QUALITY AS GOODOR BETTER THAN THE MATERIAL SPECIFIED, AND WILL SERVE WITH EQUALEFFICIENCY AND DEPENDABILITY, THE PURPOSE FOR WHICH THE ITEMSSPECIFIED WERE INTENDED.A.THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THEVARIOUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND THEMETHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT INTENDEDTO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIREDFOR A COMPLETE SYSTEM.B.ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR IN ITEMSSHOWN ON CONTRACT DRAWINGS, THE SHOP DRAWINGS, DESCRIPTIONS,AND THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTEDTO THE OWNER FOR APPROVAL.A.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY ANDCOMPLETE EXECUTION OF ALL WORK INCLUDED IN THE CONTRACT AND SHALLPRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PROVIDE ALLINCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, REGARDLESS OFWHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED.B.CONTRACTOR SHALL SUPPLY TO LANDLORD AND TENANT A CERTIFIEDBALANCE REPORT AT COMPLETION OF PROJECT. THIS IS REQUIRED FOR BOTHREMODELED AND NEW STORES.1.PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT IN ACCORDANCE WITH THESESPECIFICATIONS AND THE ACCOMPANYING DRAWINGS TO PROVIDE A COMPLETE ANDPROPERLY OPERATING PLUMBING SYSTEM FOR THE BUILDING.2.OBTAIN WATER, SEWER, GAS TAPS, AND ANY OTHER REQUIRED UTILITIES AND EXTENDSERVICE FROM SAME TO BUILDING AS SHOWN ON DRAWINGS. VISIT THE SITE FORUNDERSTANDING OF THE WORK TO BE DONE BEFORE SUBMITTING BID.3.COORDINATE THIS WORK WITH THE WORK OF THE OTHER TRADES ON THE PROJECT.ALL PLUMBING IS TO BE ROUGHED IN WHILE THE BUILDING IS BEING CONSTRUCTED ATSUCH TIMES AS NOT TO DELAY THE GENERAL CONTRACTOR ON THE BUILDING.4.GENERAL REQUIREMENTS: COMPLY WITH ALL FEDERAL, STATE, AND LOCALREQUIREMENTS, CODES, RULES, AND ORDINANCES GOVERNING WORK OF THISCHARACTER. PAY FOR AND OBTAIN NECESSARY CONSTRUCTION PERMITS ANDCERTIFICATES OF INSPECTION.5.THE LOCATION OF THE PIPING RUNS ARE APPROXIMATE AND THE CONTRACTOR MUSTMAKE ANY NECESSARY CHANGES IN THE PIPING RUNS, ETC., AT NO ADDITIONAL COSTTO THE OWNER. OUTLET LOCATIONS ARE CRITICAL AND MUST BE LOCATED EXACTLYACCORDING TO THE PLUMBING PLAN. COORDINATE THIS WORK WITH THE INSTALLERSOF EQUIPMENT FURNISHED AND INSTALLED BY OTHERS. REFER TO THE OTHERDRAWINGS FOR DETAILS OF THE BUILDING CONSTRUCTION AND THE OTHERMECHANICAL, ELECTRICAL, AND EQUIPMENT FEATURES.6.COORDINATION AND WORKMANSHIP: SCHEDULE THIS WORK SO THAT IT WILL BEPROPERLY COORDINATED WITH ALL OTHER TRADES. WORKMANSHIP SHALL BE INACCORDANCE WITH THE BEST PRACTICE FOR THE CLASS OF WORK INVOLVED.WORKMANSHIP SHALL ALLOW THE APPLIANCE TO OPERATE AS INTENDED AND BEINSTALLED TO BEST PROTECT THE PUBLIC AND OPERATORS FROM INJURY ORDAMAGE, AND TO PRESENT A NEAT, PLEASING, AND ORDERLY APPEARANCE.1.MATERIALS: ALL MATERIALS SHALL BE NEW AND OF THE QUALITY INDICATED BY THESPECIFIED BRAND NAMES. SUBSTITUTIONS OF MATERIAL OF EQUAL QUALITY BY OTHERFIRST-LINE MANUFACTURERS MAY BE ACCEPTABLE PROVIDED A LIST OF SUCHSUBSTITUTIONS IS APPROVED IN WRITING. A SUBSTITUTIONS LIST SHALL BE SUBMITTED INTRIPLICATE WITHIN FIVE (5) DAYS AFTER THE CONTRACT IS LET.2.BACKFILLING: PERFORM ALL NECESSARY EXCAVATING AND BACKFILLING REQUIRED FOR THISINSTALLATION. PREPARE A PROPER BED OF SAND OR GRAVEL OR EQUIVALENT IN ROCKSCREENINGS SO AS TO ELIMINATE SHIMMING AND VOID SPACES UNDER ANY OF THE UTILITYSERVICE PIPES. BENDING OF ANY HARD PIPE WILL NOT BE PERMITTED. WHERE A CHANGE INDIRECTION IS NECESSARY ON PRESSURE PIPES, "COMPATIBLE" COUPLINGS OR EQUAL SHALLBE USED AND BENDS MAY NOT EXCEED 9O DEGREES. ALL EXCAVATION BELOW THE BOTTOMOF FOOTINGS SHALL BE BACKFILLED WITH 2000 PSI CONCRETE. OTHER BACKFILL SHALLCONSIST OF 2-3" OF SAND OR ROCK SCREENINGS AND EARTH TO A FINAL LEVEL EQUAL TO ITSORIGINAL CONDITION. IN THE EVENT THE BACKFILL SHOULD SETTLE BEFORE THE FINAL TOPSURFACE IS APPLIED, APPLY ADDITIONAL BACKFILL TO SUSTAIN THE ORIGINAL LEVEL. CARESHOULD BE TAKEN TO MINIMIZE THE DUST LEVEL WHEN EXCAVATING AND BACKFILLING SO ASTO COMPLY WITH FEDERAL AND STATE E.P.A. REGULATIONS RELATING TO THIS TYPE OFWORK (FUGITIVE DUST).3.PIPING INSTALLATION: CLEANOUTS MUST BE INSTALLED ON MINIMUM DROP LINES EVENTHOUGH NOT SHOWN ON THE BLUEPRINTS. USE REDUCING FITTINGS IN MAKINGREDUCTIONS IN SIZE OF PIPE. REAM ALL PIPE AFTER CUTTING, THEN TURN PIPES ON ENDAND KNOCK OUT ALL LOOSE DIRT AND SCALE BEFORE INSTALLING. MAKE CHANGES INHORIZONTAL DIRECTION OF SOIL AND WASTE PIPES WITH LONG RADIUS FITTINGS OR WITH "Y"BRANCHES AND 1/8 OR 1/16 BENDS. CONNECT SOIL STACKS AT BASE TO HORIZONTAL RUNSWITH "Y" CONNECTIONS.A.WATER SUPPLY PIPES TO FIXTURES AND WASTE PIPES FROM FIXTURES SHALL BECENTERED IN THE PROPER PLACE RELATIVE TO THE CENTER LINE OF THE FIXTURE. NOOFFSETS WILL BE ALLOWED. ALL PIPES SHALL BE RUN MECHANICALLY STRAIGHT ANDSQUARE WITH BUILDING LINES, EXCEPT FOR REQUIRED PITCH ON HORIZONTAL LINES,AND ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS. WATER PIPING TO BEROUTED IN WALLS, UNDER THE FLOOR SLAB, AND ABOVE SUSPENDED CEILINGS ASNOTED. WHERE WATER LINES ARE ROUTED UNDER THE FLOOR SLAB, NO MECHANICALJOINTS SHALL BE MADE UNDER THE SLAB EXCEPT AS LISTED BELOW. WATER PIPINGSHALL BE INSTALLED NOT TO EXERT VERTICAL NOR HORIZONTAL STRESSES ON THESEATING OF UNIONS. UNIONS SHALL BE COPPER TYPE NIBCO #733 OR EQUAL.B.NO WAX, PUTTY, OR VARNISH WILL BE PERMITTED. CRACKED FITTINGS SHALL BEREMOVED AND REPLACED WITH NEW FITTINGS. MAKE THREADED JOINTS IN BRASS PIPEAND FITTINGS WITH PIPE THREADING TO THE SHOULDER OF THE FITTINGS. NO SLIPJOINTS OR COUPLING JOINTS IN BRASS PIPE WILL BE PERMITTED, EXCEPT ON THEFIXTURE SIDE OF THE TRAP.C.GAS PIPING FOR ABOVE GROUND INSTALLATIONS: ALL FITTINGS TO BE OIL, THREADCUTTINGS AND RESIDUALS TO ACCEPT ENAMEL PAINT. ROUGH OR SHARP JOINED WITHTEFLON TAPE SEAL OR OTHER SUITABLE SEAL AND MADE IN CONFORMANCE EXPOSEDTHREAD SURFACES SHALL BE FILED SMOOTH. TESTING SHALL BE AS OUTLINED WITH THEBEST PRACTICES OF AGA AND NFPA 54. UNIONS SHALL BE CAST BLACK IRON ANDINSTALLED IN A MANNER SUCH THAT NO STRESS WILL BE PLACED ON THE MALE-FEMALESEALING SURFACES. PROPER ALIGNMENT WILL BE MADE AT TIME OF INSTALLATION. ALLJOINTS AND CONNECTIONS SHALL BE THOROUGHLY CLEANED OFJOINTS SHALL BE CLEANED AND DEBURRED AS RECOMMENDED BY THE MANUFACTURER ANDFEDERAL, STATE, AND LOCAL CODES AND SOLDERED AS LISTED BELOW. FLUX SHALL BENON-CORROSIVE.ABOVE GRADE - WHERE FITTINGS ARE SOLDERED BOTH FITTINGS AND TUBING SHALL BECLEANED AS DESCRIBED ABOVE. UNDER NO CIRCUMSTANCES SHALL DISSIMILAR METALS COMEINTO DIRECT CONTACT WITH COPPER TUBING; E.G., GALVANIZED STRAPPING, HANGERS, ORCLAMPS TO SECURE THE TUBING.BELOW GRADE, OR FLOOR SLAB ON EARTH OR STONE FILL-UPONOR PEX, NO JOINTS PERMITTEDUNDER GRADE.NOTE: WATER PIPE TO BE PROPERLY SECURED AND ALIGNED SO AS NOT TO EXERTVERTICAL OR HORIZONTAL STRESSES ON THE SEATING OF THE MATING (MALE AND FEMALE)SURFACES OF THE UNIONS.A.MATERIALS - UNDERGROUND: TYPE "K" COPPER TUBE, SOFT TEMPERB.MATERIALS - ABOVEGROUND: TYPE "L" COPPER TUBE, HARD DRAWN.C.MATERIALS - PEX PIPING, IF APPROVED BY LOCAL CODE.(NOTE: WHEN PEX IS USED, CONTRACTOR SHALL BE RESPONSIBLE FOR INSURINGPROPER INSTALLATION AND BALANCING FOR HOT WATER RECIRCULATION WHENAPPLICABLE).D.INSULATION: INSULATION FOR COLD WATER PIPING SHALL BE 1/2". HOT WATER & HOTWATER RETURN MUST BE AT LEAST THE THICKNESS OF THE PIPE DIAMETER.ACCEPTABLE MATERIALS: ARMAFLEX UL LABELED OR FIBERGLASS. INSULATE ALL PIPINGAND FITTINGS.WATER PIPEA.GAS PIPING ABOVE GROUND: ASTM A53, SCHEDULE 40 BLACK STEEL WITH 125 POUNDBLACK MALLEABLE IRON SCREWED FITTINGS. INSTALL MOISTURE TRAPS ON HVACUNITS AND KITCHEN EQUIPMENT.B.GAS PIPING COMPOUND AT JOINTS; IN COMPLIANCE WITH NFPA BULLETIN #54 ANDLOCAL APPLICABLE CODES AND SUITABLE FOR NATURAL GAS SERVICE.C.PRIME AND PAINT EXPOSED PIPING: ONLY WHEN REQUIRED BY LOCAL CODES.GAS PIPEWASTE PIPEA.INSTALL HORIZONTAL DRAIN AND WASTE PIPES WITH MIN. 1/8"/FT. SLOPE FOR 3" OR GREATER1/4"/FT FOR 2" AND LESS. (NOTE: CERTAIN JURISDICTIONS MANDATE 1/4" REGARDLESS OF PIPESIZE, VERY IF WITH LOCAL PLUMBING AUTHORITY IF NOT SURE.)B.MATERIALS: PVC SCH. 40, WITH CHEMICALLY FUSED JOINTS OR CAST IRON - (HUB TYPE WITHNEOPRENE JOINTS -WITH STAINLESS STEEL CONNECTORS WHEN PVC IS NOT ALLOWED PERLOCAL CODE.C.FOR CAST IRON BELOW GRADE OPTION :1.COMPRESSION GASKET JOINTS - SANITARY PIPE & STORM PIPE: 1. JOINT SHALL BE ONEPIECE DOUBLE SEAL COMPRESSION TYPE GASKET MADE SPECIFICALLY FOR JOINING CASTIRON SOIL PIPE. GASKET SHALL BE NEOPRENE, PERMITTING JOINT TO FLEX AS MUCH AS 5DEGREES WITHOUT LOSS OF SEAL. GASKET SHALL BE EXTRA HEAVY WEIGHT CLASS,CONFORMING TO ASTM C-564. .2.LEAD AND OAKUM JOINTS - SANITARY PIPE AND STORM PIPE: 1. PACK JOINT WITH OAKUMMADE OF VEGETABLE FIBER, COTTON, OR HEMP. POUR JOINT WITH MOLTEN LEAD UP TOTOP OF HUB. ENSURE LEAK-FREE JOINTS BY WORKING JOINT WITH INSIDE AND OUTSIDECAULKING IRONS.TESTS & CLOSEOUT PROCEDURESA.DRAINAGE AND VENT PIPING - DRAINAGE AND VENT PIPING SHALL BE TESTED BEFORE THE PLUMBINGFIXTURES ARE INSTALLED BY CAPPING THE OPENINGS AND FILLING THE ENTIRE SYSTEM WITH WATER ANDALLOWING IT TO STAND THUS FILLED NOT LESS THAN ONE (1) HOUR. INSPECT WATER LEVEL TO DETERMINEIF PIPING IS TIGHT.B.PIPING - THE WATER SUPPLY PIPING LINES SHALL BE TESTED BEFORE THE PLUMBING FIXTURES ARECONNECTED BY FILLING THE ENTIRE SYSTEM WITH POTABLE WATER AND APPLYING HYDROSTATICPRESSURE OF 100 PSI AND ALLOWING TO STAND FOR NOT LESS THAN FOUR (4) HOURS AT THIS PRESSURETO PROVE PLUMBING INTEGRITY.C.GAS PIPING - IN LIEU OF LOCAL REQUIREMENTS, GAS PIPING SHALL BE FILLED WITH COMPRESSED AIR TO 150PSI AND HELD FOR A PERIOD OF FOUR (4) HOURS. EACH JOINT SHALL BE CHECKED BY LIQUID SOAP ORSPECIAL LIQUID CHEMICAL FOR LEAKS. NOTE: REMOVE ALL GAS VALVES AND PROTECT FROM DAMAGEBEFORE TESTING SYSTEM.D.DISINFECTION OF POTABLE WATER SYSTEM: UPON COMPLETION OF INSTALLATION DISINFECT THE WATERSYSTEM BY FILLING IT WITH SOLUTION CONTAINING 50 PARTS PER MILLION OF CHLORINE AND ALLOW IT TOSTAND FOR NOT LESS THAN SIX (6) HOURS BEFORE FLUSHING THOROUGHLY AND RETURNING TO SERVICE.FURNISH CLEAN WATER SAMPLES TO THE LOCAL AUTHORITY FOR TESTING AFTER THE LINES HAVE BEENDISINFECTED.THIS PROCEDURE TO BE IN ACCORDANCE WITH STATE PLUMBING CODE.E.CLEANUP: CLEAN ALL PLUMBING FIXTURES AND EQUIPMENT THOROUGHLY BEFORE FINAL INSPECTION,LEAVING ALL READY FOR USE.F.GUARANTEE: MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE (1) YEAR FROM DATE OFFINAL ACCEPTANCE. DEFECTIVE WORK AND ALL DAMAGES CAUSED THEREBY WHICH MAY OCCUR DURINGTHE TERM OF THE AFOREMENTIONED GUARANTEE WILL BE REPAIRED AND/OR REPLACED AT NO EXPENSE TOTHE OWNER.G.OWNER'S MANUAL: PROVIDE THE OWNER, AT THE COMPLETION OF THIS CONTRACT, WITH AN "OWNER'SMANUAL" SO LABELED. THE MANUAL SHALL CONSIST OF A THREE-RING LOOSE-LEAF BINDER CONTAINING ALLPRINTED MATTER SUCH AS: GUARANTEE CARDS, CLEANING INSTRUCTIONS, NOTICES TO OWNER, OPERATINGMANUALS, AND MAINTENANCE INSTRUCTIONS THAT MAY BE CONTAINED IN THE SHIPPING CARTONS OREQUIPMENT HOUSINGS.SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENTAND SYSTEMS, AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BECONSIDERED NECESSARY BY THE TENANT, SHALL BE SUBMITTED BY THISCONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURINGCONSTRUCTION.TYPICAL OF 2SIOUX CHIEFSIOUX CHIEFOWNER SUPPLIED AND INSTALLED. PC TO PROVIDE & INSTALL CODE COMPLIANT BACKFLOW PROTECTION.SPACEWHEN APPLICABLE: ALL NON-COMPLIANT FIXTURES TO BE REPLACED WITH WATER CONSERVING PLUMBING FIXTURES. (CIVIL CODE SECTION 1101.5) RESIDENTIAL (CIVIL CODE SECTION 1101.4)
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