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HomeMy WebLinkAboutPlumbing P3.0RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City d Camel �VTI� 1DwAdBDA� DATE: 10/31/19 PLUMBING SPECIFICATIONS I. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES & STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS Mil AND ANY OF THE OWNERS GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTEDOTHERNSE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AN FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION &COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING DAMAGE TO OTHER WOW, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED,FEDERAL, STATE ON), AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE OWNER REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 4. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTIUTY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORT( 1. THIS CONTRACT SHALL INCLUDE THE FURNISHING INSTALUNG, CONNECTING AND OPERATION OF ALL EQUIPMENT WHICH IS PART OF THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORT( AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE OWNER A COMPLETE, CODE APPROVED AND OPERATIONAL PLUMBINGSYSTEM. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES'WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED. 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND PLUMBING SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSFALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. 5. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF PLUMBING WORK. ALLCOWDRILLINGORCU71NG OF FIRE RATED FLOORS, SHAFTS, AND WALLS SHALL BE FIRES POPPED PRIOR TO FINISH PATCHING. ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS, AND WALLS PENETRATED. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL WALL AND FLOOR OPENINGS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL PIPE OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. 6. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND OWNER. WHERE AN EQUIPMENT MANUFACTURER HASA WARRANTY THAT EXCEEDS ONE YEAR THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C. DOCUMENTS 1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WOW SHALL BE PERFORMEDAS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THEOWNER. 2. ANY INCIDENTAL ITEMS OR LABOR,ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WOW WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL AND MUST BE SUBMITTED AS SPECIFIED IN THE ARCHITECTURAL DOCUMENTS. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDE) THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION 1. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. 2. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FORALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL ALL PATCHING, REPAIRING REPLACEMENT AND PAINTING ETC. SHALL BE DONE AS DIRECTED BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E. METHODS 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING SHALL BE LAID ON AN APPROPRIATELY GRAM 6" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALE USED TO MORRILL TO 6' ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTNZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR THE OWNER. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILLSHALL BE ACCOMPLISHED IN 9"LIFTS WITHAL LIFTS COMPACTEDT095%PROCTOR. PATCH FLOOR TO MATCH EXISTING. 2. EQUIPMENT,PIPING,ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS, FLASHINGS AND COUNTER FLASHINGS SHALL BE PERFORMED BY THE OWNERS ROOFING CONTRACTOR AT THE REQUESTING CONTRACTORS COST. F. SUBMITTALS 1. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT OF ALL EQUIPMENT AND ACCESSORIES PROVIDED FOR THE PROJECT WHETHER SPECIFIED HERE -IN OR ON THE DRAWINGS. REVIEW OF THE SHOP DRAWINGS SHALL BE FOR GENERAL DESIGN CONCEPT AND ADHERENCE WITH THE SPECIFICATIONS. QUANTITY OF SHOP DRAWINGS SUBMITTED SHALL BE AS SPECIFIED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR SHOWING LOCATIONS AND MEASUREMENTS FROM COLUMNS OF ALL CONCEALED AND EXPOSED PIPING DUCTWORK, CONDUIT, EQUIPMENT, ACCESSORIES, ETC., AND SUBMITTED PRIOR TO INSTALLATION. THE OWNER MAY MAKE REPRODUCIBLE COPIES OF THEIR DRAWINGS AVAILABLE FOR USE IN PREPARATION OF SHOP DRAWINGS, HOWEVER THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR NOT CONFIRMING ALL INFORMATION ON THE DRAWINGS PRIOR TO FABRICATION ANDOR INSTALLATION. 2. PROJECT RECORD DOCUMENTS- MAINTAIN AT THE JOBSITE ONE COPY OF ALL CONTRACT DOCUMENTS CLEARLY MARKED AS 'PROJECT RECORD COPY". THESE DRAWINGS ARE TO BE MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND AVAILABLE AT ALL TIMES FOR INSPECTION BY THE OWNER. DO NOT USE FOR FIELD CONSTRUCTIONI PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT DIMENSIONS OF ALL WORK EQUIPMENT, PIPING, VALVES, DUCTWORK ETC. MARK ALL INFORMATION IN RED LINES AND NOTES SO AS TO BE EASILY IDENTIFIED FROM THE BASE DRAWING. UPON COMPLETION OF THE WORK, ONE SET OF THESE DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT. 3. AFTER THE BALANCING AND ACCEPTANCE TESTS ARE COMPLETED AND ACCEPTED BY THE OWNER, THREE COMPLETE SETS OF AS BUILT DOCUMENTATION SHALL BE PROVIDED. IT SHALL INCLUDE, BUT NOT BE UNITED TO ACCURATE PLAN DRAWINGS, SYSTEM AND CONTROL SCHEMATICS, SEQUENCE OF OPERATION, WIRING DIAGRAMS AND OPERATION AND MAINTENANCE MANUALS. II. INSULATION A.GENERAL 1. INSTALLATION SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING. 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS,FLOORS, HANGERS AND SIMILAR PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE DAMAGED. 6. MAINTAIN ACCESS TO VALVES. 7. PROVIDE REMOVABLE INSULATION SECTIONS TO COVER PORTIONS OF EQUIPMENT THAT MUST BE OPENED FOR MAINTENANCE INCLUDE SUCH ITEMS AS FLANGES, PUMPS AND ACCESSORIES. 8. INSULATION SHALL BE BY OWENSCORNING, KNAUF, OR MANVILLE. 1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP IASJISSL). a. DOMESTIC HOT, HOT WATER RETURN, AND COLD WATER PIPING -I INCH THICK. B. NON-VERTICAL(INCLUDINGELBOWS) RAINWATER LEADERS, OVERFLOW RAINWATER LEADERS,DRAIN AND BODIES - I INCH THICK 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE -FORMED PVCFITTINGCOVER. 3. SEE FIXTURE SPECIFICATIONS FOR BARRIER FREE REQUIREMENTS. III. PLUMBING A. GENERAL 1. THE ENTIRE PLUMBING INSTALLATION ,MATERIALS ,EQUIPMENT ,ETC. SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE, THE INTERNATIONAL PLUMBING CODE, AND THE AMERICAN OISABNTIES ACT GUIDELINES, ANSI Al 17.1 REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS). CONTRACTOR TO VERIFY ALL PLUMBING ROUGH IN DIMENSIONS MEET THE ABOVE NOTED REQUIREMENTS. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO BACKFILLING OR WALL INSTALLATION. 2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 3. FURNISH ACCESS DOORS FOR WALL CLEAN OUTS AND VALVES IN WALLS. 4. FIXTURE FITTINGS THAT ARE DESIGNED ANDIOR INTENDED TO DELIVER POTABLE WATER FOR HUMAN CONSUMPTION SHALL BE THIROPARTY TESTED AND CERTIFIED FOR NOT EXCEEDING THE MAXIMUM ALLOWABLE LEAD CONTENT, PER THE NSFIASNI R2 STANDARD. 5. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE -IN ARE BEING PROVIDED BY OTHERS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGHING IN ALL SERVICES FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS CONTRACTOR OR OTHERS. CONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DESIGN AS REQUIREDTO MATCH THE EQUIPMENT BEING SUPPLIED. THIS CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO; ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE STOP OR VALVE, ALL DIRECT SANITARY CONNECTIONS, ALL INDIRECT WASTE CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT, WALK-IN COOLER AND FREEZER COIL CONDENSATE DRAIN PIPING, ETC. 6. FIRE STOPPING REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL CONSTRUCTION DESIGN NUMBER FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES, PROVIDE A ILL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER C-AY1175. FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A ILL APPROVED THROUGH -PENETRATION FIRES POP SYSTEM NUMBER W-L-1003. 7. ACCESS DOORS SHALL BE BY MILCOR, ACUDOR, NYSTROM, LARSEN'S OR KARP. B. PIPING 1. PIPE HANGERS FOR THE PLUMBING SYSTEM SHALE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP. ALLPIPING SHALL BE SUPPORTED ON A MAXIMUM SPACING OF: a. N CENTERS FOR PIPING 3A"AND SMALLER. B. 9 CENTERS FOR I' PIPING c 10' CENTERS FOR PIPING LARGER THAN I". d. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FOR THE GROSS OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE INSULATION SPECIFICATIONS FOR INSULATION REQUIREMENTS. C. SANITARY ANDVENT 1. ALL PIPING SHALL PITCH TO IT'S APPROPRIATE MAIN AT NO LESS THAN 118"PER FOOT SLOPE. 2. UNDERGROUND, SOIL WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS OR SCHEDULE 40 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS. 3. ABOVEGROUND, SOIL WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON N O-HUB PIPE WITH STAINLESS STEEL BANDED JOINTS AND BE HUNG PER GI.S.P.I. REQUIREMENTS OR SCHEDULE 40 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDEDJOINTS. a. PVC PIPING SHALL NOTE INSTALLED INA RETURN AIR PLENUM. 4. PVC PIPING SHALL NOT BE INSTALLED UNLESS PERMITTED BY CODE AND SHALL NOT BE INSTALLED INA RETURN AIR CEILING PLENUMS. 5. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH CODE. 6. ALL GREASY WASTE PIPING SHALL BE SERVICE WEIGHT CAST IRON NO -HUB PIPE WITH STAINLESS STEEL BANDED JOINTS AND BE HUNG PER C.I.S.P.I. REQUIREMENTS. ALL PIPING SHALL PITCH TO THE GREASE TRAP AT NO LESS THAN 114" PER FOOT SLOPE. D. DOMESTIC WATER 1. CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER AND THE LOCAL WATER COMPANY FOR THE INSTALLATION OF A NEW WATER SERVICE. THIS SHALL INCLUDE THE FEESICOSTS AND INSTALLATION OF NEW WATER METER AS SHOWN ON THE PLANS AND THE ASSOCIATED REMOTE READER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL WATER COMPANY. LOCATE REMOTE READER AT BUILDING OWNERS AND WATER COMPANY'S DIRECTION. 2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS. STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.WA. STANDARDS. 3. UNDERGROUND WATER PIPING 2-11T AND LARGER, SHALL BE DUCTILE -IRON PIPE AND FITTINGS CONFORMING TO ANSI A21.51 ANDAVMAC111 RUBBER GASKET JOINTS. 4. UNDERGROUND WATER PIPING 2" AND SMALLER SHALL BE TYPE SOFT COPPER TUBE OR HARD DRAWN PIPE WITH SILVER BRAZED JOINTS (SIREFOS 1% 5. ABOVE GROUNDWATER PIPING, RAND SMALLER, SHALL BE TYPE"L" HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 955 SOLDERED JOINTS. AS AN ALTERNATE THE CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS (PROPRESS SYSTEM) AS MANUFACTURED BY All FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF ASME B1618 OR ASME B16.22. ORINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURER'S SPECIFICATION SIREQUIREMENTS. WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 605.22. 6. WATER PIPING BELOW CONCRETE FLOORS SHALL BE TYPE'K"SOFT COPPER TUBE, CONTINUOUS WITHOUT SPLICES OR FITTINGS AND SHALL BE COVERED WITH SAND SO THAT PIPING WILL NOT BE EMBEDDED IN THE CONCRETE. 7. DOMESTIC WATER VALVES SHALL BE AS FOLLOWS: a. T AND SMALLER SHALL BE MILWAUKEE VALVE M30-1 DO OR MBA150 BALL VALVE D. 2-112" AND LARGER SHALL BE MILWAUKEE VALVE MF28B5 GATE VALVE. E. NATUPALG4S SYSTEMS 1. GENERAL &.CONTPACTORSHALL000RDINATEWITH THE LOCAGASCOMPANY TO PROVIDE ANEW SERVICE FOR THEBUILDING, THISSHALL INCLUDE THE INSTALLATION OFANEW REGUUIDRANDMETERMB REQUREO) WITH ANEW HOUSE LINE. THE ENTIRE INSTALUTIoN SHLLLMNFORM TO TIE GAS COMPANY REQUIREMENTS. ALL FEES ANNORCOSTSASSOCWTED WITH THE GAS SERVICE AND METER SHALL BE PAID BY TIE CONTRACTOR 2. PIPING &NATURAL GAS DENG MATERIAL. JONTSAND INSTALLATION Si MEET THE REQUIREMENTS OF THE LOCALYENFORCED INTERNATIONAL FUEL AND GVS CODE, THE UTILITY COMPANY REQUIREMENTS ANDANY OTHER AUTHORITIES HAVING JURSLYGTON. 6AL ELEVATION CHANGES AND CONNECTIONS TO EQUIPMENT SHALL HAVE AV DEEP DRIP LEG. aP WNIDE A FULL SUE GAS SHUT-0FF VALVE AND GROUND JOINT UNION AT ALL CONNECTIONS TO GAS FIRED EQUIPMENT WN NO ME MAYAVALVE BE INSTALLED INA RETURN AIR PLENUM. eUNDEFUWOUND NATURPLGA9 PIPING SHLLLRE ASTM DE13, PDLYETHYIENE EE),SDR 11 OR Ile CUSTOMER WITH FUSION WELDEDJOINTSAS APPROVED BY THE GAS COMPANY. PIPING SHA LBE INSTALLED FORGES COMPANYANO MANUFACTURERS REQUIREMENTS. I. ABOVEGROUND NATURAL GAS PIPING SHAUL BE: (1) YAND SNMILER SCHEDULE 40 BLACK STEEL PIPE WITH THREAD JOINTS AND IM LEABLE IRON FITTINGS. Q)2-12'AND UARGER SCHEDULE 40 BLACK STEELPIPE WITH WROUGHT STEEL B11nWELOS FIRINGS. g.GAS SHUT VALVES SHALL BE (1)1"ANDSMALLER It5 IS. IRON BODY WITH BR1N2E RW WASHER. CRANE IN 320 OR HOMESTEAD IN 601. R)119'AND LARGER: LUBRICATED RUG COCK. NORDSTRUM M 142 OR HOMESTEAD p 601 RD OR APPROVED ED ILAL VALVES BY NIECO. LUNKENHEMER. STOCKHAM OR FOWELL. h.TI1E TRANSITION WSER FROM UNDERGROUND PLASTIC GAS PIPING TO THE ABOVE GROUND STEEL GAS PIPING SHALL BE AS MANUFACTURED BY PERFECTION COHRP.OF MANSJN, OHO. INSTALLATION SHALL WNFOHRM TO GAS MMPAW AND MANUFACTURERS REQUIREMENTS. I. EXTERIOR EXPOSED ONE SMELPIPING SHALLBE PANTED Nil R) COATSOF RUST INHIBFNE PAINT. A. LABELING A. SUMMARY 1. SECTION INCLUDES NAMEPLATES, TAGS, AND PIPE MARKERS. B. REFERENCES 1. ASME Al 3.1(AMERICAN SOCIETY OF MECHANICAL ENGINEERS) -SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS. C. NAMEPLATES 1. PRODUCTDESCRIPTION: LAMINATEDTHREE4AYER BACKGROUND COLOR. D. TAGS LETTERS ON UGIT CONTRASTING 1. METALTAGS: a. BRASS WITH STAMPED LETTERS; TAG SIZE MINIMUM I-112 INCHES DIAMETER. 2. INFORMATION TAGS: a. CLEAR PLASTIC WITH PRINTED "DANGER""CAUTIj OR "WARNING AND MESSAGE; SIZE 3-19 X 598 INCHES WITH GROMMET AND SELF LOCKING NYLON TIES. 3. TAG CHART: TYPEWRITTEN LETTER SIZE LIST OF APPLIED TAGS AND LOCATION IN ANODIZED ALUMINUM FRAME. E. PIPE MARKERS 1. COLOR AND LETTERING: CONFORM TO ASME Al 3.1. 2. PLASTIC PIPE MARKERS: a. FACTORY FABRICATED, FLEXIBLE, SEMI -RIGID PLASTIC PREFORMED TO FIT AROUND PIPE OR PIPE COVERING. LARGER SIZES MAY HAVE MAXIMUM SHEET SIZE WITH SPRING FASTENER. F. LABELS 1. DESCRIPTION: POLYESTER OR LAMINATED MYLAR SIZE 1.9 X 0.75 INCHES, ADHESIVE BACKED WITH PRINTED IDENTIFICATION. 2. CONTRACTOR TO PROVIDE LABELS AT EACH ENTRANCE DOOR TO CHILLER ROOM -'DO NOT ENTER ROOM WHEN BEACON IS FLASHING" G. PREPARATION 1. DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. H. INSTALLATION 1. INSTALL IDENTIFYING DEVICES AFTER COMPLEION OF COVERINGS AND PAINTING. 2. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE -RESISTANT MECHANICAL FASTENERS, OR ADHESIVE. 3. INSTALL LABELS WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENT ADHESION AND SEAL WITH CLEAR LACQUER. FOR UNFINISHED CANVAS COVERING APPLY PAINT PRIMER BEFORE APPLYING LABELS. 4. INSTALL TAGS USING CORROSION RESISTANT CHAIN. NUMBER TAGS CONSECUTIVELY BY LOCATION. 5. IDENTIFY EQUIPMENT WITH PLASTIC NAMEPLATES. 6. IDENTIFY CONTROL PANELS AND MAJOR CONTROL COMPONENTS OUTSIDE PANELS WITH PLASTIC NAMEPLATES. 7. IDENTIFY VALVES IN MAIN AND BRANCH PIPING WITH TAGS. 8. TAGAUTOMATIC CONTROLS,INSTRUMENTS, AND RELAYS. KEYTOCONTROLSCHEMATIC. 9. IDENTIFY PIPING CONCEALED OR EXPOSED, WITH PLASTIC PIPE MARKERS, PLASTIC TAPE PIPE MARKERS OR STENCILED PAINTING. IDENTIFY SERVICE, FLOW DIRECTION, AND PRESSURE. INSTALL IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. CURRAN ARCHITECTURE 5719 LAWTON LOOP E. DR. #212 INDIANAPOLIS, IN 46216 O :: 317.288. 0681 F :: 317.288.0753 DRANN By: MMD CHECKED BY: DLJ *T/E/S ENGINEERING 25760 First Street Cleveland, OH 44145 P 440 8712410 F 440 8717954 tesengineedng.com N/1/19 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED Oft REPRODUCED, WHOM OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCH TECTURE. © COPrwo1T20I9.C.*vvNaawnECTcRE :i7I_IVIIIII714y2114il 11 10460 N MICHIGAN RD CARMEL, IN 46032 PLUMBING SPECIFICATIONS PROJECT NUMBER: 190197 P3.0