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HomeMy WebLinkAboutP3.0 PLUMBING SCHEDULEPLUMBING FIXTURE AND EQUIPMENT SCHEDULE TAG FIXTURE TYPE CONNECTION SIZE MFR MODEL No. DESCRIPTION SAN VENT HW CW F32 MOP SINK 3" 1-1/2" 1/2" 1/2" FIAT MSB2424 24" X 24" X 10" HIGH, MOLDED STONE MOP SINK WITH VINYL BUMPER GUARDS E-77-AA ON ALL CURBS. PROVIDE MOP SINK WITH 832-AA HOSE AND HOSE BRACKET AND 889-CC MOP HANGER. FAUCET SHALL BE PART 830-AA WITH BACK SUPPLIES ON 8" CENTERS AND A POLISHED CHROME FINISH SK-1 DOUBLE BOWL SINK 1-1/2" 1-1/2" 1/2" 1/2" ELKAY LR3322 "LUSTERTONE" LR3322, 33" x 22" DOUBLE BOWL SINK WITH 4 FAUCET HOLES, 13-1/2" x 16" x 8-1/8" DEEP COMPARTMENTS WITH TWO 3-1/2" DRAIN OPENINGS. FURNISH WITH LK-35 STRAINER AND TAILPIECE ASSEMBLY. FAUCET SHALL BE MOEN MODEL 8722 WITH 12" SPOUT, SPRAY ATTACHMENT AND LEVER HANDLE. PROVIDE CHROME SUPPLIES, SERVICE STOPS AND 1-1/2" P-TRAP WITH CLEANOUT. PROVIDE WITH TMV-1 TMV-1 THERMOSTATIC MIXING VALVE - - 1/2" 1/2" CASH ACME 25686 LEAD FREE THERMOSTATIC MIXING VALVE WITH DZR BRASS BODY, INLET SCREENS, RAPID RESPONSE THERMOSTATIC ELEMENT. STAINLESS STEEL SPRING, LOCKED TEMPERATURE ADJUSTMENT KNOB (TAMPER RESISTANT). INTEGRAL CHECK VALVES ON INLETS. MPS CONNECTIONS, POLISHED CHROME FINISH, MOUNTING BRACKET, AND ASSE STANDARD 1070 LISTED. OUTLET WATER TEMPERATURE TO BE SET AT 110° F. F34 GAS-FIRED WATER HEATER - - 1" 1"BRADFORD WHITE EF-100T-199E-3N GLASS-LINED WATER HEATER WITH 100 GALLON STORAGE AND 1 YEAR/3 YEAR WARRANTY. INPUT SHALL BE 199 MBH. 235 GPH RECOVERY AT 100°F RISE. FURNISH HEATER WITH APPROPRIATE WATTS REGULATOR TEMP AND PRESSURE (T&P) RELIEF VALVE ALONG WITH A VACUUM BREAKER VALVE. PROVIDE INLET AND OUTLET HEAT TRAP FITTINGS FOR INSTALLATIONS WHERE RECIRCULATING HOT WATER SYSTEM IS NOT REQUIRED. INSTALL HEATER ONMECHANICAL PAD. SAFEWASTE FULLSIZE T&P RELIEF PIPE TO MOP SINK. ALL SAFEWASTE PIPING TO BE CONCEALED. EXPANSION TANK - AMTROL THERMAL EXPANSION ABSORBER MODEL ST-12C, 3.2 MAXIMUM ACCEPTED GALLONS, ASME RATED. TD-1 TRENCH DRAIN 4"SEE PLANS - - H&M COMPANY Z-1920-P-2 12"X12"X84" TROUGH WITH POLY COVER, 48" MAX, REMOVABLE COVER FLUSH TO FINISHED FLOOR, LINT FILTER. CAT# HM200 CUSTOM. ALSO PROVIDE WITH REMOVABLE COVER FOR LINT TRAP BUILDING GAS LOAD SUMMARY EQ 4C 190 MBH 659 MBH EQ 4C 190 MBH F34 199 MBH RTU-1 80 MBH GAS PIPING SIZING USING LONGEST LENGTH METHOD. TOTAL DEVELOPED LENGTH OF 125' INCLUDING FITTINGS.LOW PRESSURE DELIVERY TO FIXTURES, SIZED PER IPC TABLE 402.4(1) 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 (AIA) AND ANY OF THE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE (NY), 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 UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK 1. THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A 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 WORK 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 PLUMBING SYSTEM. 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 INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. 5. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF PLUMBING WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS, AND WALLS SHALL BE FIRESTOPPED 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. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED MECHANICAL DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL PLUMBING EQUIPMENT, PIPING, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE PLUMBING SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE OWNER'S GENERAL REQUIREMENTS. 7. 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 HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C. DOCUMENTS 1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER. 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 INCLUDED 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 WORK 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 PROVIDED 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 FOR ALL 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 GRADED 6" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6" ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING 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. BACKFILL SHALL BE ACCOMPLISHED IN 9" LIFTS WITH ALL LIFTS COMPACTED TO 95% 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. 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 AND/OR 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 CONSTRUCTION! 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 LIMITED 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 MANUFACTURER'S 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 OWENS-CORNING, KNAUF, OR MANVILLE. B. PLUMBING 1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF-SEALING LAP (ASJ/SSL). a. DOMESTIC HOT AND COLD WATER PIPING UNDER 1-1/2" DIAMETER- 1 INCH THICK. b. DOMSETIC HOT AND COLD WATER PIPING 1-1/2" TO 4" DIAMETER - 1-1/2 INCH THICK c. NON-VERTICAL (INCLUDING ELBOWS) RAINWATER LEADERS, OVERFLOW RAINWATER LEADERS, DRAIN AND BODIES - 1 INCH THICK 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE-MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE-FORMED PVC FITTING COVER. 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 DISABILITIES ACT GUIDELINES, ANSI A117.1 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 AND/OR INTENDED TO DELIVER POTABLE WATER FOR HUMAN CONSUMPTION SHALL BE THIRD-PARTY TESTED AND CERTIFIED FOR NOT EXCEEDING THE MAXIMUM ALLOWABLE LEAD CONTENT, PER THE NSF/ASNI 372 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 REQUIRED TO 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 UL APPROVED THROUGH-PENETRATION FIRE STOP SYSTEM NUMBER C-AJ-1175. FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A UL APPROVED THROUGH-PENETRATION FIRE STOP 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 SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP. ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM SPACING OF: a. 6' CENTERS FOR PIPING 3/4" AND SMALLER. b. 8' CENTERS FOR 1" PIPING. c. 10' CENTERS FOR PIPING LARGER THAN 1". 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 AND VENT 1. ALL PIPING SHALL PITCH TO IT'S APPROPRIATE MAIN AT NO LESS THAN 1/8" PER FOOT SLOPE. 2. UNDERGROUND SOIL, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS. 3. ABOVE GROUND SOIL AND 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. 4. ABOVE GROUND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON NO-HUB PIPE WITH STAINLESS STEEL BANDED JOINTS OR PVC AND BE HUNG PER C.I.S.P.I. REQUIREMENTS. 4. SANITARY AND STORM PIPING EXTERIOR TO THE BUILDING AREA SHALL BE SCHEDULE 80 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS. D. DOMESTIC WATER 1. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS. STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A. STANDARDS. 2. UNDERGROUND WATER PIPING, SHALL BE TYPE "K" SOFT COPPER TUBE OR HARD DRAWN PIPE WITH SILVER BRAZED JOINTS (SIL-FOS 15). 3. ABOVE GROUND WATER PIPING, SHALL BE TYPE "L" HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS. AS AN ALTERNATE THE CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS (PROPRESS SYSTEM) AS MANUFACTURED BY VIEGA. FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. O-RINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURER'S SPECIFICATIONS/REQUIREMENTS. WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 605.22. 4. DOMESTIC WATER VALVES SHALL BE AS FOLLOWS: a. 2" AND SMALLER SHALL BE MILWAUKEE VALVE #BA-100 OR #BA-150 BALL VALVE E. NATURAL GAS SYSTEMS 1. GENERAL a. CONTRACTOR SHALL COORDINATE WITH THE LOCAL GAS COMPANY TO PROVIDE A NEW SERVICE FOR THE BUILDING. THIS SHALL INCLUDE THE INSTALLATION OF A NEW REGULATOR AND METER (AS REQUIRED) WITH A NEW HOUSE LINE. THE ENTIRE INSTALLATION SHALL CONFORM TO THE GAS COMPANY REQUIREMENTS. ALL FEES AND/OR COSTS ASSOCIATED WITH THE GAS SERVICE AND METER SHALL BE PAID BY THE CONTRACTOR. 2. PIPING a. NATURAL GAS PIPING MATERIAL, JOINTS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCALLY ENFORCED INTERNATIONAL FUEL AND GAS CODE, THE UTILITY COMPANY REQUIREMENTS AND ANY OTHER AUTHORITIES HAVING JURISDICTION. b. ALL ELEVATION CHANGES AND CONNECTIONS TO EQUIPMENT SHALL HAVE A 6" DEEP DRIP LEG. c. PROVIDE A FULL SIZE GAS SHUT-OFF VALVE AND GROUND JOINT UNION AT ALL CONNECTIONS TO GAS FIRED EQUIPMENT. d. IN NO CASE MAY A VALVE BE INSTALLED IN A RETURN AIR PLENUM. e. UNDERGROUND NATURAL GAS PIPING SHALL BE ASTM D 2513, POLYETHYLENE (PE), SDR 11 OR 11.5 PLASTIC PIPE WITH FUSION WELDED JOINTS AS APPROVED BY THE GAS COMPANY. PIPING SHALL BE INSTALLED PER GAS COMPANY AND MANUFACTURER'S REQUIREMENTS. f.ABOVEGROUND NATURAL GAS PIPING SHALL BE: (1) 2" AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE WITH THREAD JOINTS AND MALLEABLE IRON FITTINGS. g. GAS SHUT-OFF VALVES SHALL BE: (1)1" AND SMALLER: 125 LB. IRON BODY WITH BRONZE PLUG WASHER. CRANE # 320 OR HOMESTEAD # 601. (2)1-1/4" AND LARGER: LUBRICATED PLUG COCK. NORDSTRUM # 142 OR HOMESTEAD # 602. (3)OR APPROVED EQUAL VALVES BY NIBCO, LUNKENHEIMER, STOCKHAM OR POWELL. h. EXTERIOR EXPOSED BARE STEEL PIPING SHALL BE PAINTED WITH TWO (2) COATS OF RUST INHIBITIVE PAINT. F. COMPRESSED AIR PIPING 1. COMPRESSED AIR PIPING SHALL BE GALVANIZED STEEL, SCHEDULE 40, PER ASTM A53. FITTINGS SHALL BE THREADED, CLASS 150 PER ASME A733 AND B1.20.1. 2. ALL CONNECTIONS TO MAIN SHALL BE ON THE TOP OF THE AIR MAIN. PROVIDE VALVE AND FLEXIBLE CONNECTIONS TO EACH TURRET CONNECTION. 3. COMPRESSED AIR CYLINDERS WITH APPROPRIATE REGULATOR SHALL BE INSTALLED PER ALL CODE AND MANUFACTURER'S REQUIREMENTS. IV. LABELING A. SUMMARY 1. SECTION INCLUDES NAMEPLATES, TAGS, AND PIPE MARKERS. B. REFERENCES 1. ASME A13.1 (AMERICAN SOCIETY OF MECHANICAL ENGINEERS) - SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS. C. NAMEPLATES 1. PRODUCT DESCRIPTION: LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED BLACK LETTERS ON LIGHT CONTRASTING BACKGROUND COLOR. D. TAGS 1. METAL TAGS: f.BRASS WITH STAMPED LETTERS; TAG SIZE MINIMUM 1-1/2 INCHES DIAMETER. 2. INFORMATION TAGS: a. CLEAR PLASTIC WITH PRINTED "DANGER," "CAUTION," OR "WARNING" AND MESSAGE; SIZE 3-1/4 X 5-5/8 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 A13.1. 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. G. PREPARATION 1. DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. H. INSTALLATION 1. INSTALL IDENTIFYING DEVICES AFTER COMPLETION 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 VALVES IN MAIN AND BRANCH PIPING WITH TAGS. 7. TAG AUTOMATIC CONTROLS, INSTRUMENTS, AND RELAYS. KEY TO CONTROL SCHEMATIC. 8. 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. PLUMBING SPECIFICATIONS 1 1 PLUMBING SCHEDULES MMD DLJ ISSUE DATE THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. COPYRIGHT 2020,CURRAN ARCHITECTURE PROJECT INFORMATION CERTIFICATION ISSUE DATES F :: 317 . 288 . 0753 O :: 317 . 288 . 0681 INDIANAPOLIS, IN 46216 5719 LAWTON LOOP E. DR. #212 T E S E N G I N E E R I N G Cleveland, OH 44145 25760 First Street P 440 871 2410 F 440 871 7954 tesengineering.com DRAWN BY: ________ CHECKED BY: ________ PROJECT NUMBER: 200079 TIDE CLEANERS 2801 E. 116TH STREET CARMEL, INDIANA 46033 DROP STORE OWNER CHANGE 09/11/2020 P3.0 06/04/2020 09/24/20