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Home My WebLink AboutP100.0PLUMBING SPECIFICATIONS AND NOTES 7HE CON7RACTOR, AND HIS SUBCONIRACTORS AND SUPPLIERS, SHALL INCLUDE IN HIS BID ALL MIATERIALS, LABOR, AND EpUIPMENT INVOLOED, IN ACCORDANCE W11H ALL LOCAL CUSTOMS, CODES, RULES, REGULAlI0N5; AND SEWRE COMPLIANCE OF ALL PARTS OF 1HE SPEqfICATIONS AND DRAWINGS REGARDLESS OF SECTIONAL INCWSION IN 7HESE SPEqFICATI0N5. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE COMPLETE AND SATISFACTORY ACCOMPLISHMENT OF ALL WORK INCLUSIVE OF WfiAIEVER MISCELLANEOUS MATERIAL AND/IX2 APPURTENANCES ARE REQUIRED TO PERFECT THE INSTALLATION, AND DEAIONSTRATE THAT ALL ELEC7RICAL SYSIEMS W1LL OPERAIE SATISFACTORILY UNDER NORMAL OPERA7ING CONDITIONS. DO NOT SCALE DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW 1HE GENERAL LOCATION AN� ARRANGEMENT OF EpUIPMENT, PIPING AND RELATED ITEMS. THEY SHALL BE FOLLOWED AS CLOSELY AS ELEMENTS OF THE CONS7RUC710N W1LL PERMIT. THE CONIRACTOR SHALL PRONDE/INSTALL ALL PLUMBING SYS7EMS, AND ASSOCIATED E�UIPMENT, COMPLEIE AND INCLUDE ALL NECESSARY OFFSETS, FlT7INGS, AND OTHER COMPONENTS REQUIRED DUE TO INIERFERENCES, SPACE CONSIRAINTS, CODE REpUIREMENTS, ETC. AS REQUIRED TO PRONDE A COMPLEIE/FUNCTIONAL SYS7EM. WORK SHALL BE COORDINATED W1TH THE WORK OF OTHER TRADES. CON7RACTOR SHALL GUARANIEE THAT ALL LABIX2, MAIERIALS, AND EpUIPMENT ARE FREE FROM DEFECTS AND AGREES TO REPLACE OR REPAIR ANY PART OF 7HIS INSTALI.A710N WHICH BECOMES DEFECII�E WIIHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION FOLLOWING FlNAL ACCEPTANCE. ACCEPTANCE DATE OF SUBSTANTIAL COMPLETION SHALL BE AS ENGMEER. DETERMINED BY 1HE ARCHITECT AND/OR ENGINEER. • SIZES, INVERTS AND POINTS OF CONNEC110N OF EXISTING PWMBING PIPING AND U1ILITIES SHALL VERIFIED IN 7HE FIELD PRIOR TO BEGINNING WORK. PROVIDE COA1PLElE MAINIENANCE AND OPERA7ING INSIRUC110NAL MANUALS COVERING ALL PLUMBING EQUIPMENT AND INDIVIDUAL E�UIPMENT SPEqFICATION SECTIONS. • ALL SHOP DRAWINGS AND E�UIPMENT SUBMIITTALS SHALL BE SUBMITTED AS A COMPLETE PACKAGE, NOT PIECE MAIL. ALL SUBMITTALS SUBMITTED INDINDUALLY SHALL BE RENRNED UNCHECKED. EXCEP710NS TO hIIS ONLY SHALL INCLUDE LONG LEAD IIEMS. INSTALL EqUIPMENT IN STRICT ACCORDANCE INTH ALL DIRECTIONS AND RECOMMENDA➢ONS fURNISHED BY THE MIANUFACIDRER. WHERE SUCH DIRECTIONS ARE IN CONFLICT W1TH 1HE DRAHINGS AND SPECIFlCATIONS, REPORT SUCH CONFLICTS TO 7HE ARCHIIECT AND/OR ENGINEER FOR RESOLUTION. PRONDE AND INSTALL SCHEDULE 40 BLACK STEEL PIPE SLEEVES, WT TO LENG7H, NHERE�ER PIPES PASS THROUGH ABOVE GRADE WALLS AND ROORS. PROVI�E AND INSTALL GALVANIZED STEEL PIPE SLEEVES, CUT TO LENGTH, WHEREVER PIPES PASS THROUGH BELOW GRADE FOUNDATION WALLS AND SLAB ON GRADE FLOORS. SLEEVES SHALL lER1�INATE FLUSH W1TH WALLS IN FINISHED AREAS. ALL SLEE�ES 1HRWGH THE FLOOR ARE TO EXTEND TWO (2) INCHES ABOVE FlNISH ROOR. PRONDE ESCUTCHEONS AT EACH PENE1RAlI0N 7HROUGH WALLS, fL00RS, AND CEILINGS IN PRONDE ADEWATE CLEARANCE TO SEAL THE SPACE AROUND PIPES AND SLEEVES hiROUGH WALLS, ROORS AND CEILINGS. PATCH SLEEVES TO MIATCH BUILDING MAIERIALI EXPOSED AREAS. ALLOW FOR PROPER PIPE MOVEMENT AND SEALING. � PENEIRATIONS OF FlRE RAIED WALLS OR FLOORS BY PIPE SHALL BE SEALED BY A FIRESTOPPING SYSIEM UL LISIED FIX2 THE APPLICATION IN ACCORDANCE N1TH THE WALL RATING. PENE1RAlI0N SEAL MATERIALS SHALL BE INSTALLED IN ACCORDANCE W1TH PRINTED INSTRUCTIONS OF THE UL FlRE RESISTANCE �IRECTORY AND MANUFACNRERS INSTRUCTIONS. FIRESTOPPING SYSTEM SHALL BE EQUAL TO 3A1 FIRE BARRIER. FIRESTOPPING MATERIAL SHALL BE CAULK OR PUTTY TYPE. � PRONDE ALL EXCAVA710N, TRENCHIN6, IUNNELIN6 AND BACKFILLING REQUIRED FOR THE PLUI�BING WORK IN ACCORDANCE H1TH ADOPTED PLUMBING CODES. � MAKE CONNECTIONS TO EWIPAIENT, FlXTURES AND OTHER ITEA15 INCLUDED IN THE WORK IN ACCORDANCE WI7H THE APPROVED SHOP DRAWINGS AND ROUGH-IN MEASUREMENTS FURNISHED BY THE IAANUFACNRES OF 7HE PARTICULAR EQUIPMENT FURNISHED. � TEST DRAINAGE PIPING SYS7EMS IN ACCORDANCE W1TH THEIR RESPECIIVE AND APPLICABLE GOVERNING CODES. IEST DRAINAGE AND WASTE PIPING HIDRAULICALLY BY FlWNG THE SYSTEM TO ITS HIGHEST POINT OR AT A STATIC HEAD OF 10 FEET, WHICHEVER IS HIGHER. • PRESSURE IEST PLUMBING PIPING (DOMESTIC COLD WAIER, DOMESTIC HOT WATER, ETC.) IN ACCORDANCE W11H GOVERNING AND APPLICABLE CODES. AT MINIMUM, IEST N17H WAIER AT 225 PSIG - PERMISSIBLE PRESSURE DROP SHALL BE 0 PSIG OVER 2 HOUR PERIOD. DOMESIIC WATER PIPING SHALL BE INSULATED IN ACCORDANCE W1TH GOVERNING AND APPLICABLE CODES. INSULA710N SHALL HAVE A VAPOR BARRIER N1TH SELF-SEALING ADHESIVE JOINTS. INSULAIE� PIPING EXPOSED TO VIEW SHALL BE CO�ERED AND FINISHED Y�TH A 30 MIL, 1' 7HICK PVC JACKET. FlTIINGS, VALVES AND ACCESSORIES SHALL ALSO BE JACKETED. PIPING SHALL BE IDENIIFlED N11H PLAS7IC PIPE MARKERS IN CLEAR • VIEW AND ALIGNED W1TH AXIS OF PIPING. SERVICE AND ROW DIRECTION SHALL BE INDICATED. DISTANCE BETWEEN IDENIIFICA710N LOCATIONS SHALL NOT EXCEED 20 FEET. IDENIIFICA710N SHALL BE LOCAIED AT EACH VALVE, RUNOUT AND ON BO7H SIDES OF AN OBS7RUC710N. � PRONDE EX7EN�E� S1EMS ON VALVE TO KEEP HANDLES CLEAR OF INSULATION. PIPE HANGER SPACING: METAL PIPING: PIPE SIZE: 1/2 INCHES TO 1-1/4 INCHES: MIAKIMUM HANGER SPACING: 6.5 FT. HANGER ROD DIAMETER: 3/8 INCHES. PIPE SIZE: 1-1/2 INCHES TO 2 INCHES: MAXIMUM HANGER SPACING: 10 FT. HANGER ROD DIAMETER: J/8 INCH. PIPE SIZE: 2-1/2 INCHES TO 3 INCHES: MIAXIMUM HANGER SPACING: 10 FT. HANGER ROD DIAMETER: 1/2 INCH. PIPE $IZE: 4 INCHES TO 6 INCHES: MIARIMUM HANGER SPACING: 10 FT. HANGER ROD DIAMETER: 5/8 INCH. PLAS7IC PIPING: ALL SIZES: MAKIMUM HANGER SPACING: 4 FT. HANGER ROD DIAMETER: 3/8 INCH. • VENTS IERMINATED ABOVE ROOF SHALL BE 10' MINIMUM FROM OUTSIDE AIR INTAKES AND/OR OPERABLE NINDOWS. • FIXIDRE LOCATIONS AND MOUNTING HEIGHTS SHALL BE ACCORDING TO THE ARCMTECNRAL �RAWINGS. INSTALL WATER HAMAIER ARRESTORS COMPLETE W11H ACCESSIBLE ISOLAlION VALVE ON HOT AND COLD WAIER SUPPLY PIPING TO LAVATORIES, SINKS, WASHING MACHINE OUTLETS, WATER CLOSETS, URINALS, DISHWASHERS, BA1H1U6$/$HOWERS, AND OTHER APPLICABLE FIXIDRE LOCATIONS W11H WICK CLOSING VALVES. INSTALL ASSE 1070 US7ED "POINT OF USE" THERMOSTA7IC MIXING VALVES AT ALL ACCESSIBLE FlXNRES (LAVATORIES, SINKS, ETC.). PRONDE LAV-SHIELDS UNDER LAVATORIES TO CONCEAL MIRING VALVES. COORDINATE INSTALLATIINJ OF FLOOR DRAINS AND FLOOR SINKS N11H 7HE LOCAIE FLOOR DRAINS AND ROOR SINKS PER ARCHITECTURAL DRAWINGS. CAST ROOR DRAINS AND ROOR SINKS INTO THE WORK OF PLACING CONCRETE TO ASSURE PROPER DRAIN ELEVAl10N AND ROOR SLOPE. ROOR DRAINS IN ABO�E GROUND SLABS SHALL BE FLASHE� WITFi CONCREIE AT 7HE 71ME THE FLOORS ARE PLACED AND MAKE WAlER11GHT. SEPARATE FINISH VNTH SQUARE LEAD SHEET PANS. FLOOR �RAINS IN SLABS ON GRADE PRONDED W1TH MEMBRANE OR METAL PAN WATERPROOFING DO NOT REqUIRE LEA� FLASHING, BUT SHALL HAVE PNO ADDITIONAL LAYERS OF THE WAIERPR00fING AT THE ROOR DRAINS. fL00R DRAIN TRAP SIZE SHALL MATCH THE OUTLET SIZE OF THE DRAIN AND 1HE SIZE SHOWN FLASHING SHALL NOT OBS7RUCT 1HE l4EEPHOLES. ON THE PLANS. FLOOR DRAIN 1RAPS SUBJECT TO LOSS BY EVAPORA710N (I.E. STORAGE ROOMS, MECHANICAL ROOMS, BATHROOMS, ETC.) SHALL HAOE A DEEP SEAL 1RAP CONSISTING OF AT LEAST A 4 INCH SEAL, A 1RAP PRIMER CONNECTION, AND BE PROTECTE� BY A 7RAP PRIMER VALOE. 7RAP PRIMIER VALVES SHALL BE PROVIDE 7RAP PRIMER TAP OFF TOP OF DOMESTIC COLD WATER MAIN PIPE FEEDING NEARBY PLUMBING FlXTURE. INSTALLED IN CONCEALED BUT ACCESSIBLE LOCATIONS FOR MAINTENANCE. • LINE WHICH CHANGES DIRECTION CLEANOUTS SHALL BE INSTALLED IN ACCESSIBLE LOCAlI0N5 AND PROVIDED IN ANY HORIZONTAL DRAINAGE CLEANOUTS IN HORIZONTAL DRAINAGE MORE THAN 45 DEGREES, AT THE END$ OF MAIN AND BRANCH RUNS, BASE OF STAq(S, AND AT ALL TRAPS LINES LOCAIED INSIDE THE BUILDING SHALL BE PROVIDED AT MAXIMUM SPACING OF 50 FEET FOR DRAINS 4 INCHES AND SMIALLER. ALL HORIZONTAL DRAINAGE LINES INSIDE THE BUILDING LARGER THAN 4 INCHES SHALL HAVE CLEANWTS SPACED AT A MAXIMUM OF 80 FEET. PLUMBING MATERIAL SCHEDULE WAS7E PIPING (ABOVE GRADE�: ALL SIZES SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS SOLVENT NlELD JOINTS. WASTE PIPING (BELOW GRADE�: ALL SIZES SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS SOLVENT WELD JOINTS. VENT PIPING (ABOVE GRADE�: ALL SIZES SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS SOLVENT WELD JOINTS. DOMESTIC WATER (ABOVE GRADE�: SIZES 1/2" TO 2" SHALL BE TYPE L COPPER W1TH WROUGHT COPPER FITTINGS AND LEAD—FREE SOLDE JOINTS. ALL COPPER PIPING INSTALLED BELOW GRADE WITHIN THE BUILDING FOOTPRINT SHALL BE ROUTED IN PVC CONDUIT FOR PROTECTION. CONDENSATE DRAINS (ABOVE GRADE�: ALL SIZES SHALL BE TYPE M COPPER WI1H WROUGHT COPPER FITTINGS AND LEAD—FREE SOL�ER J INTS. DENTAL EQUIPMENT DRANl1NG SPECIFICATIONS SHALL TAKE PRECEDENCE. VACUUM PIPING: ALL SIZES OF PIPE AND FITTINGS SHALL BE PVC SCHEDULE 40 DWV. CONFORM TO ASTM 84-68, NA1H FLAME SPREAD OF 25 OR LESS. VACUUM PIPING SHALL BE SLOPED AT 1/4" PER 10� FROM FURTHEST OUTLET TO EQUIPMENT ROOM. WHERE IN CONFLICT, DENTAL EQUIPMENT DRAWING SPECIFICATIONS SHALL TAKE PRECEDENCE. : CAST IRON W1TH A CAP AND MESH 45 DEGREE BENDS. WHERE IN �1�P1:31� i �.. ►17�.ILK�7�7� JURISDIC110N: CARMEL, INDIANA PLUMBING CODE: 2012 INDIANA PLUMBING CODE FUEL GAS CODE: 2014 INDIANA FUEL GAS CODE ENERGY CODE: 2010 INDIANA ENERGY CONSERVAlION CODE SHEET N0. SHEET DESCRIPTION P0.1 PLUMBING COVER SHEET P0.2 PLUMBING SCHEDULES P1.1 PLUMBING FLOOR PLAN P1.2 COMPRESSED AIR AND VACUUM PLAN P2.1 PLUMBING DETAILS ISSUE z 0 F U � � � z 0 U � 0 � i C� C� PIPING ABBR DESCRIPlION FIX/E�UIP ABBR DESCRIP710N — — E%ISTING PIPING `"�� RD ROOF DRAINS (ROOft ABOVE) ��,�p DEMO PIPING TO BE REMOVED W WASTE (ABOVE GRADE) OO OO RD ROOF DRAINS (SAME FLOOR) --- W WAS7E (BELOW GRADE) � DSN DOWNSPOUT NOZZLE "'_""_" V VENT SD/OSD STORM DRAIN (ABOVE GRADE) � PUMP — SD/OSD STORM DRAIN (BELOW GRADE) + HB HOSE BIBB —��y— GW GREASE WASTE (ABOVE GRADE) _��y__ ��y GREASE WASTE (BELOW GRADE) ABBRE�lAl10N5 FIRE LINE PIPING R REMOVE OR RELOCATE —F— CW COLD WATER PIPING E EXISTING ---- HW HOT WATER PIPING (N) NEW ----- HWR HOT WATER RECIRC. PIPING (REF) REFERENCE DFU DRAINAGE FIXTURE UNIT —T— TW TEMPEftED WATER (IEMP. L151ED) �� WA�R SUPPLY FIXNRE UNIT —G— G GAS PIPING —MC— MG MEDIUM PRESSURE GAS PIPING AfF ABOVE FINISHED FLOOR —GV— GV GAS PRESSURE REGULATOR VENT AFG ABOVE FINISHED GRADE —D— D DRAIN PIPING BFF BELOW FINISHED FLOOR FITTINGS ABBR DESCRIPl10N BFG BELOW FINISHEO GRADE B7UH BRI7ISH THERMAL UNIT PER HOUR � I� U UNION CFH CUBIC FEET PER HOUR CO CLEANOUT � IHERMOMETER W/IHERMOWELL F DEGREE FAHRENHEIT FPM FEET PER MINUIE � AV AIR VENT � FLOOR SINK FD FLOOR DRAIN FT WC FEET WATER COWMN �� FC Fl.IXIBIE PIPE CONNECTOR IN WC INCHES WATER COWMN PRES9JRE GAU(i W/ GAUGE COq( IRR IRRIGATION PG GAL GALLON O GPH GALLONS PER HWR VIR VENT 7HRWGH ROOF GPM GALLONS PER MINUTE KW KILOWATTS o— ELBOW UP MAX MAXIMUM MIN MINIMUAI C ELBOW DONTI MBH 7HOUSAND BIUH � lEE UP MCA MINIMUAI CIRCUIT AMPS NOCP MAXIMUTA OVER CURRENT PROTECTON lEE DOVM NTS NOT TO SCALE OSD OVQ2FLOW STORM DRAIN v PIPE CAP OR PLUG �RD OVERROW ROOF DRAIN � PRE55 PRESSURE � FCO ROOR CLEANOUT P51 POUNDS PER SWARE INCH PW PUMPED WASTE �I y/�p WALL CLEANOUT SPECS SPEQFICATIONS SP STAl1C PRESUSURE � PIPE REDUCER SD STORM DRAIN TYP TYPICAL VAL�'ES ABBR DESCRIPl10N W/ W1TM w o vnn{our �� SOV SHUT—OFF VALVE SYMBOLS ABBR DESCRIP710N � �� CHEqC VALYE 1N7H INDICA710N Oi B ROW DIREC710N F-1 DESIGNATION � 1 — PRV PRESSURE REDUqNG VALbE � � SHEET KEY NOlES SV SOLENOID VALVE POINT OF CONN. �qRWIT SETIEH OR BALANqNG VAL4£ � P� EX�STING EW TO � CS,BV � P� DSICONNECTION � TpR lEA1PERANRE/ PRESSURE REIIEF VALYE �y S� S7RAINER W/ BLOW—OFF 8 CAPPED rr HOSE— END fANNECTON J' � GV GAS VALVE/COCK �GPR GAS PRE591RE REWLATqt zr C� JOE N U � C 0 � 0 � i � � � U � N^` >W > C� C� C� 2020-03-31 + + REVISIONS k Da�e Descrip�lon � DAiE: PROJECiNO: DkA W N BY: ISSUED FOR: � 0 N �� N O �P m � N O m o mc N V � _ � c� U � 31 MAR 2020 19082 3CE Consfvcfion � Plumbing CoverSheet � RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel ��n„� i�•va,2,a! DATE: 07�� 4�20 P0.1 iais aan n.e. w., oe��e�. co sozos p30335].1998 � 3consultlngenglnears-wm � � C�