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HomeMy WebLinkAboutP100.0(D) (E) (E)C1C1N.I.C. N.I.C.T1T1 T ST SD DRAWING TITLE ##" = 1'-0" 1 MECHANICAL SYSTEM INDICATION HEAVY LINE- WEIGHT INDICATES NEW WORK LIGHT LINE WEIGHT- INDICATES EXISTING EQUIPMENT OR REFERENCED INFORMATION HATCH MARKS - EQUIPMENT OR MATERIALS TO BE DISCONNECTED AND REMOVED DRAWING/ DETAIL TITLE NOTE: DRAWING TITLE MAY NOT APPEAR ON LARGE SCALE DETAIL DRAWINGS DETAIL NUMBER REFER TO THIS DRAWING FOR DETAIL SECTION CUT SYMBOL NORTH ARROW ENLARGED PLAN DETAIL REFER TO THIS SHEET FOR ENLARGED PLAN CONSTRUCTION NOTEDRAWING REVISION SYMBOL DRAWING REVISION NUMBER DRAWING NOTATIONS ADDITIONAL DRAWING WHERE DETAIL IS REFERENCED ENLARGED PLAN NUMBER N 1 M101 1 M101 SECTION NUMBER SHEET WHERE SECTION IS DRAWN PROJECT NORTH TRUE NORTH DASHED LINES- PIPING ROUTED BELOW SLAB OR GRADE A10 P100 P200 NEW / EXISTING CONNECTIONS EXISTING SYSTEM COMPONENT TO REMAIN POINT OF NEW CONNECTION NEW SYSTEM COMPONENT EXISTING POINT OF DISCONNECT EXISTING SYSTEM COMPONENT TO REMAIN POINT OF DISCONNECT EXISTING SYSTEM COMPONENT TO BE REMOVED TEXT LEADER INFORMATION TEXT EXISTING CONNECTIONS EXISTING SYSTEM COMPONENT TO REMAIN CAP OFF EXISTING CONSTRUCTION NOTE NUMBER XX P01 P02 100 RECEPTION 101 STORAGE 102 KITCHEN 103 FOCUS 104 WORK/COPY 105 OPEN OFFICE 106 HUDDLE ROOM 107 FOCUS COMMON WORK RESULTS FOR PLUMBING 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE DRAWINGS AND THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE EQUIPMENT AND PIPING. THE CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY CONDITIONS FOR INSTALLATION PRIOR TO BID SUBMISSION. IF A DISCREPANCY EXISTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERATIONAL SYSTEM BASED ON THE DESIGN INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3. PROVIDE SUBMITTALS ON ALL MATERIALS AND EQUIPMENT TO BE INSTALLED FOR REVIEW BY THE ARCHITECT AND ENGINEER. ALL MATERIALS AND EQUIPMENT SHALL BE PER THE SPECIFICATIONS AND DRAWINGS AND SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. A. SHOP DRAWINGS B. PRODUCT DATA SHEETS C. SAMPLES D. MANUFACTURER’S INSTRUCTIONS E. MAINTENANCE DATA F. WARRANTY SUBMITTAL DATA SHALL BE SUBMITTED AFTER CONTRACTS HAVE BEEN AWARDED AND PRIOR TO FABRICATION. INSTALLATION OF MATERIAL REQUIRING REVIEW AND APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO SUBMITTALS SHALL BE AT CONTRACTOR’S RISK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES AND CONFIGURATIONS OF DEVICES AND EQUIPMENT FOR A COMPLETE AND OPERATIONAL EQUIPMENT REGARDLESS OF INCOMPLETE OR INACCURATE SUBMITTALS. 4. PROVIDE AND SUBMIT AS-BUILT DOCUMENTS THAT INCLUDE ACCURATE ROUTINGS OF ALL UNDERGROUND WORK AND ALL ABOVE GROUND PIPING. 5. PROVIDE BOUND OPERATIONAL AND MAINTENANCE MANUALS CONTAINING THE EQUIPMENT DATA, MANUFACTURER’S INSTALLATION, OPERATING, MAINTENANCE, REPAIR PARTS MANUAL FOR EACH SYSTEM COMPONENT, TEST REPORTS, AND AS-BUILT TEMPERATURE CONTROL DIAGRAMS. 6. VOLUNTARY ALTERNATES MAY BE SUBMITTED FOR CONSIDERATION ON THE PROPOSAL, WITH LISTED ADDITION OR DEDUCTIONS TO THE BASE BID, BUT WILL NOT AFFECT THE AWARDING OF THE CONTRACT. THE BASE BID MUST BE IN ACCORDANCE WITH THE MATERIALS AND PRODUCTS SPECIFIED. 7. OBTAIN AND PAY FOR ALL PERMITS (TEMPORARY AND PERMANENT), FEES, AND INSPECTIONS AS REQUIRED BY ANY APPLICABLE LAWS AND ORDINANCES. POST SUCH PERMITS AND INSPECTION CERTIFICATES IN A PROMINENT PLACE ADJACENT TO THE WORK. DELIVER ALL CERTIFICATES OF FINAL INSPECTION OR APPROVAL TO THE ARCHITECT/ENGINEER. DO NOT COVER ANY CONCEALED WORK UNTIL FINAL INSPECTION HAS BEEN MADE AND APPROVAL CERTIFICATES OBTAINED. 8. DELIVER PIPES AND TUBES WITH FACTORY-APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND HANDLING TO PREVENT DUCTWORK AND PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. STORE PLASTIC PIPES PROTECTED FROM DIRECT SUNLIGHT. SUPPORT PIPING AND DUCTWORK TO PREVENT SAGGING AND BENDING. 9. PROVIDE ALL CONDENSATE OR INDIRECT DRAIN PIPING FROM EQUIPMENT. 10. PROVIDE CHLORINATION, TESTING, ADJUSTMENT, AND CLEANING OF ALL SYSTEMS AND EQUIPMENT. 11. PROVIDE ALL CUTTING, PATCHING, AND RESTORATION OF WALLS, FLOORS, AND PARTITIONS AS REQUIRED TO COMPLETE THE MECHANICAL SCOPE OF WORK. ALL ROOF WORK SHALL BE COORDINATED AND PAID FOR BY THE CONTRACTOR TO MAINTAIN EXISTING WARRANTIES. 12. PROVIDE EXCAVATION AND BACKFILL AS REQUIRED FOR THE INSTALLATION OF THE PLUMBING SYSTEMS. 13. PROVIDE A UL CLASSIFIED FIRE STOPPING SYSTEM FOR MECHANICAL PENETRATIONS THROUGH RATED WALL AND FLOORS TO MAINTAIN THE FIRE RATING. 14. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO STUDY THE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS, CONFERRING WITH THE VARIOUS TRADES INVOLVED AND CHECKING WITH THE SUPPLIER OF EQUIPMENT IN ORDER TO PROPERLY ROUGH-IN ALL EQUIPMENT. 15. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE BEST QUALITY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE. THE MATERIAL AND EQUIPMENT MUST MEET THE APPROVAL OF STATE AND LOCAL CODES IN THE AREA IT IS BEING USED. 16. ROOF DECKS SHALL NOT BE USED TO SUPPORT PIPING, CONDUIT, EQUIPMENT, DEVICES, ETC. 17. NO MATERIALS CONTAINING ASBESTOS IN ANY FORM SHALL BE ALLOWED. NO SOLDER OR FLUX CONTAINING LEAD SHALL BE USED. ALL VALVES AND FIXTURES SHALL COMPLY WITH NSF LEAD-FREE REQUIREMENTS. 18. CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED BY THEM OR THEIR SUBCONTRACTORS TO BE FREE FROM DEFECT IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE WORK, UNLESS A LONGER PERIOD IS STIPULATED UNDER A SPECIFIC SECTION. CONTRACTOR SHALL REPAIR OR REPLACE AT NO ADDITIONAL COST TO THE OWNER, ANY MATERIAL OR EQUIPMENT DEVELOPING DEFECTS AND SHALL ALSO MAKE GOOD ANY DAMAGE CAUSED BY SUCH DEFECTS OR THE CORRECTION OF DEFECTS. REPAIRS OR REPLACEMENTS SHALL BEAR ADDITIONAL GUARANTEE, AS ORIGINALLY CALLED FOR, AND DATED FROM THE FINAL ACCEPTANCE OF THE REPAIR OR REPLACEMENT. THIS REQUIREMENT SHALL BE BINDING EVEN THOUGH IT WILL EXCEED PRODUCT GUARANTEES NORMALLY FURNISHED BY SOME MANUFACTURERS. CONTRACTOR SHALL SUBMIT HIS OWN AND EACH EQUIPMENT MANUFACTURERS WRITTEN CERTIFICATES, WARRANTING THAT EACH ITEM OF THE EQUIPMENT FURNISHED COMPLIES WITH ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. NOTE THAT GUARANTEE SHALL RUN FROM DATE OF FINAL ACCEPTANCE OF THE WORK, NOT FROM THE DATE OF INSTALLATION OF A DEVICE OR PIECE OF EQUIPMENT. 19. PROVIDE ONE YEAR WARRANTY ON ALL LABOR AND MATERIALS UNLESS NOTED OTHERWISE. 20. PLUMBING CONTRACTOR SHALL NOT KNOWINGLY INSTALL WORK THAT IS IN ERROR. 21. CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING PROPOSAL AND EXAMINE AND VERIFY EXISTING CONDITIONS. ADDITIONAL CHARGES WILL NOT BE ALLOWED DUE TO FAILURE TO COMPLETE SITE VISIT OR TO INCLUDE NECESSARY MATERIALS AND LABOR TO COMPLETE THE WORK. PROPOSAL BEING SUBMITTED IMPLIES SITE VISIT HAS OCCURRED AND CONTRACTOR UNDERSTANDS THE CONDITIONS WHICH THE WORK WILL BE CONDUCTED. 22. ANY CONFLICT WITHIN THE DOCUMENTS SHALL BE INCLUDED WITH THE HIGHEST COST. 23. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT SYSTEMS CAN BE INSTALLED AS DESIGNED WITHOUT TRAPPING OR INTERFERING WITH COLUMNS, BEAMS, PIPING, FIXTURES, ETC. NOTIFY THE ENGINEER OF ANY NECESSARY MAJOR DEVIATION FOR ADJUSTMENT, AT NO INCREASE IN CONTRACT PRICE. UPON DETERMINATION OF EQUIPMENT TO BE PROVIDED FOR THE JOB, THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS WITH ALL OTHER TRADES. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CHANGE AS NECESSARY (THROUGH THE ENGINEER) ALL REQUIRED OPENINGS SUCH THAT CURBS, ELECTRICAL SUPPORT STEEL, ETC. WILL FIR THE EQUIPMENT. ANY ADDITIONAL COSTS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF ADDITIONAL WIRING, PIPING CONTROLS, ETC. ARE REQUIRED FOR EQUIPMENT, THIS CONTRACTOR SHALL INCLUDE THE COST IN THEIR PRICE. DIMENSIONS, ELEVATIONS, AND RELATIVE LOCATIONS OF EXISTING EQUIPMENT, PIPES, DUCTS, FIXTURES, ETC. AS SHOWN ON DRAWINGS ARE TAKEN FROM AS-BUILT AND RECORD DRAWINGS AND ARE DEEMED RELIABLE AS GENERAL LAYOUT IS CONCERNED. THESE DIMENSIONS SHALL NOT BE USED FOR LAYOUT DRAWINGS FOR DETAILING OF COMPONENTS. THE CONTRACTOR SHALL PROVIDE ALL MEASUREMENTS, DETERMINATION OF EXACT ELEVATION OF LOCATIONS, ASCERTAINING ACCURACY OF ALL GIVEN ELEVATIONS AND DIMENSIONS TO INSURE PROPER COORDINATION OF ALL EQUIPMENT, DUCTWORK, PIPING, ETC. 24. CONTRACTOR SHALL PROVIDE FIELD TESTING, CHECK-OUT AND SYSTEM DEMONSTRATION TO OWNER TO ASSURE PROPER PERFORMANCE AND ADJUSTMENT OF ITEMS PROVIDED UNDER THE CONTRACT. REMOVE ALL DEBRIS CREATED BY THE CONSTRUCTION WORK AND CLEAN ALL EQUIPMENT, AIR DEVICES, ETC. INSIDE AND OUTSIDE. PROVIDE HARDBOUND BINDER WHICH INCLUDES COPIES OF EACH SHOP DRAWING, PREVENTATIVE MAINTENANCE PROCEDURES, OPERATION AND INSTRUCTION MANUALS, LITERATURE SUPPLIED WITH EQUIPMENT, AND A LIST OF ALL CONTRACTOR’S PURCHASE ORDER WITH SUPPLIERS, NAMES, ADDRESSES AND PHONE NUMBERS, FOR ALL MATERIALS. PROVIDE AT LEAST 2 HOURS OF INSTRUCTION TO PERSONNEL SELECTED BY THE OWNER, TO FAMILIARIZE THEM WITH THE LOCATION OF SIGNIFICANT EQUIPMENT, TRAIN THEM ON EQUIPMENT FUNCTIONS, REVIEW MAINTENANCE PROCEDURES AND COORDINATE INFORMATION AVAILABLE IN THE CLOSE-OUT BINDER. FIRE PROOFING 1. PLUMBING CONTRACTOR SHALL SEAL ALL PIPE PENETRATIONS THROUGH ALL FIRE RATED WALLS TO PREVENT SPREAD OF FIRE AND SMOKE. 2. FIRE STOP SHALL BE INSTALLED AND DESIGNED TO PROVIDE A MINIMUM 1 HOUR RATING. PROPERLY CLOSE ALL FIRE PENETRATION SEALS USING OL LISTED PRODUCTS TO MATCH THE PENETRATION FIRESTOP SYSTEM DESIGNATION. OPENINGS AROUND PIPING OR SLEEVES FOR PIPING IN FIRE RATED WALLS, CEILINGS, ETC. SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. INSULATION SHALL NOT EXTEND THROUGH SLEEVES. PACK OPENINGS WITH CALCIUM SILICATE BLOCK, DOW CORNING 3-6548 RTV SILICON FOAM, 3M CP25 CAULK OR 303 PUTTY FIRE BARRIER SYSTEM OR MATERIAL HAVING THE SAME FIRE RATING AS THE FLOOR/WALL/ETC PENETRATED. FIBERGLASS IS NOT ACCEPTABLE. ALL FIRE STOP MATERIALS SHALL BE FREE OF DANGEROUS SOLVENTS, ASBESTOS, NON-HALOGENATED AND NOT PRODUCE TOXIC SMOKE OR FUMES DURING A FIRE. HANGERS AND SUPPORTS 1. HANGER AND SUPPORT INSTALLATION SHALL COMPLY WITH MSS SP-69 AND MSS SP-89 (MANUFACTURERS STANDARDIZATION SOCIETY FOR THE VALVE AND FITTINGS INDUSTRY INC). 2. THE USE OF “C” CLAMPS AND BEAM CLAMPS OF A “C” PATTERN AND ANY MODIFICATION THEREOF IS PROHIBITED FOR 2-1/2 INCHES AND LARGER. 3. STEEL PIPE HANGERS AND SUPPORTS: COMPLY WITH MSS SP-58, TYPES 1 THROUGH 58, FACTORY FABRICATED COMPONENTS. STEEL PIPE HANGERS AND SUPPORTS SHALL BE SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SHALL BE ONE OF THE FOLLOWING MANUFACTURERS: B-LINE SYSTEMS, GRINNELL CORP., ERICO/MICHIGAN HANGER COMPANY, PHD MANUFACTURING, OR PHS INDUSTRIES. 4. TRAPEZE PIPE HANGERS: COMPLY WITH MSS SP-69, TYPE 59, SHOP- OR FIELD-FABRICATED PIPE-SUPPORT ASSEMBLY MADE FROM STRUCTURAL-STEEL SHAPES WITH MSS SP-58 HANGER RODS, NUTS, SADDLES, AND U-BOLTS. 5. METAL FRAMING SYSTEMS: COMPLY WITH MFMA-3 SHOP- OR FIELD-FABRICATED PIPE- SUPPORT ASSEMBLY MADE OF STEEL CHANNELS AND OTHER COMPONENTS WITH FACTORY STANDARD FINISH OR COPPER PLATED WHEN SUPPORT ELEMENTS WILL BE IN CONTACT WITH COPPER PIPING. METAL FRAMING SYSTEMS SHALL BE SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SHALL BE ONE OF THE FOLLOWING MANUFACTURERS: B-LINE SYSTEMS, ERICO/MICHIGAN HANGER COMPANY, OR UNISTRUT CORPORATION. 6. THERMAL-HANGER SHIELD INSERTS: 100-PSIG-MINIMUM, COMPRESSIVE-STRENGTH INSULATION INSERT ENCASED IN SHEET METAL SHIELD. INSULATION INSERT MATERIAL FOR COLD WATER PIPING SHALL BE WATER-REPELLENT TREATED, ASTM C 533, TYPE 1 CALCIUM SILICATE OR ASTM C522, TYPE II CELLULAR GLASS WITH VAPOR BARRIER. INSULATION INSERT MATERIAL FOR HOT WATER PIPING SHALL BE WATER-REPELLENT TREATED, ASTM C 533, TYPE 1 CALCIUM SILICATE OR ASTM C522, TYPE II CELLULAR GLASS. TRAPEZE AND CLAMPED SYSTEMS SHALL HAVE INSERT AND SHIELD COVER ENTIRE CIRCUMFERENCE OF THE PIPE. CLEVIS AND BAND HANGERS SYSTEMS SHALL HAVE INSERT AND SHIELD COVER 180 DEGREES OF THE PIPE. THE INSERT LENGTH SHALL EXTEND TWO INCHES BEYOND THE SHEET METAL SHIELD. 7. MECHANICAL-EXPANSION ANCHORS SHALL BE INSERT-WEDGE-TYPE STAINLESS STEEL, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE WITH PULL-OUT, TENSION, AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. FASTENER SYSTEMS SHALL BE SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SHALL BE ONE OF THE FOLLOWING MANUFACTURERS: B-LINE SYSTEMS, HILTI, MKT FASTENING, OR POWERS FASTENERS. IDENTIFICATION FOR PLUMBING 1. IDENTIFICATION SHALL BE SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SHALL BE ONE OF THE FOLLOWING MANUFACTURERS: BRADY CO, BRAMER, CRAFTMARK, EMED, MARKING SERVICES, OR SETON NAME PLATE CORP. 2. NEW OR RENOVATED PIPING SYSTEMS AND EQUIPMENT SHALL HAVE IDENTIFICATION MARKERS. 3. PIPING SYSTEMS SHALL HAVE PRE-TENSIONED, SEMI-RIGID PLASTIC PIPE LABELS FORMED TO COVER FULL CIRCUMFERENCE OF PIPE, PREPRINTED AND COLOR-CODED WITH LETTERING INDICATING SERVICE, AND SHOWING FLOW DIRECTION. ALL PIPING SHALL BE LABELED AND COLOR-CODED ACCORDING TO ANSI Z535.1-1991 SAFETY COLOR CODE AND ANSI A13.1-1981 SCHEME FOR IDENTIFICATION OF PIPING SYSTEM. FLOW DIRECTION ARROWS SHALL BE INTEGRAL WITH PIPING SYSTEM SERVICE LETTERING TO ACCOMMODATE BOTH DIRECTIONS, OR AS SEPARATE UNIT ON EACH PIPE LABEL TO INDICATE FLOW DIRECTION. LETTERING SHALL BE AT LEAST 1-1/2 INCHES HIGH. 4. VALVE TAGS SHALL BE 1/32 IN THICK MINIMUM, BRASS TAGS WITH 1/4 LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2 INCH NUMBERS. PROVIDE BRASS WIRE-LINK, BEADED CHAIN, OR S-HOOK FASTENER. 5. EQUIPMENT LABELS SHALL HAVE 1/32 INCH MINIMUM THICK BRASS OR 1/16 INCH THICK MULTILAYER, MULTICOLOR PLASTIC FOR MECHANICAL ENGRAVING WITH PREDRILLED HOLES FOR ATTACHMENT WITH STAINLESS STEEL SELF-TAPPING SCREWS. LABELS SHALL BE CAPABLE OF TEMPERATURES UP TO 160 DEG F. THE MINIMUM LETTER SIZE IS 1/4 INCH FOR LABELS IF VIEWING DISTANCE IS LESS THAN 24 INCHES, 1/2 INCH FOR VIEWING DISTANCES UP TO 72 INCHES, AND PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES. INCLUDE SECONDARY LETTERING TWO-THIRD TO THREE-FOURTHS THE SIZE OF PRINCIPAL LETTERING. 6. WARNING TAGS SHALL BE PREPRINTED OR PARTIALLY PREPRINTED, ACCIDENT-PREVENTION TAGS, OF PLASTICIZED CARD STOCK WITH MATTE FINISH SUITABLE FOR WRITING. THE TAGS SHALL BE 3 BY 5-1/4 INCHES MINIMUM AND SECURED BY BRASS GROMMET AND WIRE. PROVIDE WITH BLACK LETTERING AND A YELLOW BLACK BACKGROUND. MECHANICAL INSULATION 1. ALL INSULATION SHALL COMPLY WITH NFPA 90A AND B. INSULATION INSTALLED INDOORS SHALL HAVE A FLAME-SPREAD INDEX OF 25 OR LESS AND A SMOKE-DEVELOPED INDEX OR 50 OR LESS. INSULATION INSTALLED OUTDOORS SHALL HAVE A FLAME-SPREAD INDEX OF 75 OR LESS AND A SMOKE-DEVELOPED INDEX OR 150 OR LESS. 2. INSULATION THICKNESS SHALL COMPLY WITH ASHRAE/IES STANDARD 90.1 CURRENT CODE ENFORCED EDITION. 3. ALL INSULATED SYSTEMS SHALL BE INSULATED COMPLETELY INCLUDING THROUGH PENETRATIONS, VALVE BODIES, AND AREAS OF EQUIPMENT NOT PROVIDED WITH FACTORY INSTALLED INSULATION. 4. PIPING INSULATION: A. PIPING INSULATION: MINERAL-FIBER, PREFORMED PIPE INSULATION SHALL BE MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLYING WITH ASTM C547, TYPE I, GRADE A, WITH A FACTORY-APPLIED ASJ-SSL JACKET. THERMAL CONDUCTIVITY RANGE OF 0.22-0.28 (BTU*IN)/(H*FT^2°F). INSULATION SHALL BE SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SHALL BE ONE OF THE FOLLOWING MANUFACTURERS UNLESS OTHERWISE NOTED: FIBREX INSULATIONS (COREPLUS 1200), JOHNS MANVILLE (MICRO-LOK), KNAUF INSULATION (1000-DEGREE PIPE INSULATION, MANSON INSULATION (ALLEY-K), OR OWENS CORNING (FIBERGLAS PIPE INSULATION). B. PIPING INSULATION: FLEXIBLE ELASTOMERIC INSULATION SHALL BE CLOSED-CELL, SPONGE- OR EXPANDED-RUBBER MATERIALS COMPLYING WITH ASTM C534, TYPE I FOR TUBULAR MATERIALS AND TYPE II FOR SHEET MATERIALS. INSULATION SHALL BE SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SHALL BE ONE OF THE FOLLOWING MANUFACTURERS UNLESS OTHERWISE NOTED: AEROFLEX USA (AEROCEL), AMARCELL (AP ARMAFLEX), OR K-FLEX USA (INSUL-LOCK, INSUL-TUBE, AND K-FLEX LS). 5. EQUIPMENT INSULATION A. EQUIPMENT INSULATION SHALL BE AN ELASTOMERIC FOAM SHEET INSULATION SHALL BE OF A FLEXIBLE CLOSED CELL STRUCTURE WITH A THERMAL CONDUCTIVITY OF NOT MORE THAN 0.27 BTU-IN/HR-SQFT-DEGREE F AT 75 DEGREE F MEAN TEMPERATURE, AND A WATER VAPOR PERMEABILITY OF 0.1 PERM-IN. OR LESS. ELASTOMERIC FOAM INSULATION SHALL BE ARMACELL “AP ARMAFLEX”. 6. INSULATION JACKETS A. PIPING LOCATED WITHIN MECHANICAL ROOMS OR EXPOSED IN FINISH SPACES SHALL HAVE PVC JACKETS MANUFACTURED FROM HIGH-IMPACT, GLOSS WHITE, UV- RESISTANT POLYVINYL. MINIMUM JACKETING THICKNESS SHALL BE 20 MIL FOR INDOOR APPLICATIONS. PVC JACKETS SHALL BE JOHNS MANVILLE "ZESTON 2000 PVC", OR APPROVED EQUAL. B. PIPING LOCATED EXTERIOR SHALL BE INSTALLED PER MECHANICAL DETAILS. EXTERIOR PIPING SHALL HAVE ALUMINUM JACKETS FIELD OR FACTORY APPLIED, SEALED, AND MADE OF 0.016 INCH THICK SHEET, SMOOTH FINISH, WITH LONGITUDINAL SLIP JOINTS AND 2" LAPS, DIE SHAPED FITTING COVERS WITH FACTORY ATTACHED PROTECTIVE LINER. PLUMBING PIPING 1. ALL PIPING AND JOINING METHODS SHALL BE PROVIDED AS SPECIFIED. ALL PIPING SHALL BE TESTED IN ACCORDANCE TO APPLICABLE CODES. ALL PIPING SHALL NOT BE CONCEALED OR INSULATED UNTIL APPROPRIATE INSPECTIONS BY AUTHORITIES HAVING JURISDICTION HAVE BEEN COMPLETED. 2. SANITARY, VENT, STORM, AND STORM OVERFLOW PIPING: A. SANITARY, VENT, STORM, AND STORM OVERFLOW PIPING SHALL COMPLY WITH ASTM A 888 OR CISPI 301. PIPE SHALL BE CAST VERTICALLY OR BY CENTRIFUGAL PROCESS AND THE INSIDE AND OUTSIDE DIAMETERS SHALL BE CONCENTRIC, SMOOTH, AND FREE FROM CRACKS, SAND HOLES, AND OTHER DEFECTS. SHIELD COUPLINGS SHALL BE A ASTM C 1277 ASSEMBLY OF 304 STAINLESS-STEEL SHIELD, STAINLESS- STEEL BANDS AND TIGHTENING DEVICES, AND ASTM C 564, RUBBER SLEEVE. COUPLINGS 4 INCHES IN SIZE AND SMALLER SHALL CONSIST OF A 3 INCH WIDE SHIELD WITH 4 CLAMPS. FLEXIBLE, NONPRESSURE PIPE COUPLINGS SHALL COMPLY WITH ASTM C 1173, ELASTOMERIC, SLEEVE-TYPE, REDUCING OR TRANSITION PATTERN. INCLUDE SHEAR RING, ENDS OF SAME SIZES AS PIPING TO BE JOINED, AND CORROSION-RESISTANT-METAL TENSION BAND AND TIGHTENING MECHANISM ON EACH END. B. INSTALL PIPING WITH 1 PERCENT SLOPES IN THE DIRECTION OF FLOW UNLESS OTHERWISE NOTED UTILIZING APPROPRIATE BRANCH AND BENDS PROVIDING CLEAN OUTS AS REQUIRED. C. PROVIDE SLEEVE AND MECHANICAL SLEEVE SEALS AT ALL EXTERIOR AND SLAB ON GRADE PENETRATIONS. FIELD QUALITY CONTROL 1. PERFORM THE FOLLOWING TESTS AND INSPECTIONS: A. PIPING INSPECTIONS: a. DO NOT ENCLOSE, COVER, OR PUT PIPING INTO OPERATION UNTIL IT HAS BEEN INSPECTED AND APPROVED BY AUTHORITIES HAVING JURISDICTION. b. DURING INSTALLATION, NOTIFY AUTHORITIES HAVING JURISDICTION AT LEAST ONE DAY BEFORE INSPECTION MUST BE MADE. PERFORM TESTS SPECIFIED BELOW IN PRESENCE OF AUTHORITIES HAVING JURISDICTION. 1) ROUGHING-IN INSPECTION: ARRANGE FOR INSPECTION OF PIPING BEFORE CONCEALING OR CLOSING IN AFTER ROUGHING IN AND BEFORE SETTING FIXTURES. 2) FINAL INSPECTION: ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO OBSERVE TESTS SPECIFIED IN PIPING TESTS SUBPARAGRAPH BELOW AND TO ENSURE COMPLIANCE WITH REQUIREMENTS. c. REINSPECTION: IF AUTHORITIES HAVING JURISDICTION FIND THAT PIPING WILL NOT PASS TESTS OR INSPECTIONS, MAKE REQUIRED CORRECTIONS AND ARRANGE FOR REINSPECTION. d. REPORTS: PREPARE INSPECTION REPORTS AND HAVE THEM SIGNED BY AUTHORITIES HAVING JURISDICTION. B. PIPING TESTS: a. TEST FOR LEAKS AND DEFECTS IN NEW PIPING AND PARTS OF EXISTING PIPING THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED. IF TESTING IS PERFORMED IN SEGMENTS, SUBMIT A SEPARATE REPORT FOR EACH TEST, COMPLETE WITH DIAGRAM OF PORTION OF PIPING TESTED. b. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS, AND RETEST PIPING OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. c. PREPARE REPORTS FOR TESTS AND FOR CORRECTIVE ACTION REQUIRED. 2. PREPARE TEST AND INSPECTION REPORTS. CLEANING 1. CLEAN AND DISINFECT POTABLE DOMESTIC WATER PIPING AS FOLLOWS: A. PURGE NEW PIPING AND PARTS OF EXISTING PIPING THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED BEFORE USING. PLUMBING SPECIFICATIONS PLUMBING SPECIFICATIONS 224 S. Michigan Ave.STE 1400Chicago, IL 60604Tel: 312.554.1400 •www.stantec.comDATE:PRINT TIME STAMP:REVIEWED:DRAWN BY:COPYRIGHT © 2020 WALGREEN CO.WALGREENSAREA OFFICE - TWO PENN MARK - SUITE 140REVISIONSNO. DATE BY DESCRIPTIONLOC# 1397-1DESIGN PROJECT NO:Store Planning and Design Development106 Wilmot RoadDeerfield, IL 60015-5105Permit/Seal KEY PLAN:100 % CONSTRUCTION DOCUMENT REVIEW2021.06.18ORIGINAL SHEET -ARCH E1The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing -any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved11555 N. Meridian St.Carmel, IN 46032222702245ISSUE FOR BIDDING AND PERMIT2021.07.02P101PLUMBING PLANS, DETAILS AND SCHEDULESPLUMBING SHEET LIST NO. DRAWING NAME 2021.07.02 BIDSP101 PLUMBING PLANS, DETAILS AND SCHEDULES  1/8" = 1'-0"P101 A5 FIRST LEVEL PLUMBING PLAN PLUMBING KEYNOTES P01 EXISTING SINK, FAUCET AND ASSOCIATED EQUIPMENT TO REMAIN. P02 REMOVE EXISTING AND PROVIDE NEW SANITARY DRAIN PUMP, EXISTING SANITARY AND VENT PIPING TO REMAIN. PROVIDE ALL PIPING AND FITTINGS FOR A COMPLETE AND OPERABLE SYSTEM. VERIFY EXISTING SANITARY AND DRAIN PIPING MATCH PUMP MANUFACTURER RECOMMENDED SIZES. IF SIZES DIFFER NOTIFY ENGINEER. REFER TO SCHEDULE FOR PUMP INFORMATION. COORDINATE WITH ELECTRICAL DRAWINGS AND EXISTING CONDITIONS. PLUMBING GENERAL NOTES 1. THESE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK BUT ARE NOT FABRICATION DRAWINGS. COORDINATE PLUMBING SYSTEMS WITH WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, TRANSITIONS, ETC. AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL NEW PLUMBING FIXTURES. 3. ALL PLUMBING RELATED CORING THROUGH FLOORS SHALL BE BY PLUMBING CONTRACTOR. 4. COORDINATE ALL NEW LOCATIONS, SIZES AND ELEVATIONS OF SLEEVES THROUGH WALLS, SLABS AND FOUNDATIONS WITH STRUCTURAL DRAWINGS AND FIELD CONDITIONS. 5. COORDINATE ALL PIPE ROUTING WITH SITE CONDITIONS, EQUIPMENT MANUFACTURER’S RECOMMENDATIONS, AND ALL OTHER TRADES TO AVOID INTERFERENCES. 6. PROVIDE ACCESS AROUND ALL NEW EQUIPMENT PER MANUFACTURER’S RECOMMENDATIONS. 7. ALL PIPING SHALL BE CONCEALED IN WALLS, CEILING SPACES OR ARCHITECTURAL SOFFITS. 8. SEAL ALL PENETRATIONS THROUGH WALLS AND FLOORS AIR AND WATER TIGHT. 9. CONTRACTOR SHALL MAINTAIN ADEQUATE CLEARANCES (PER THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE) ABOVE AND AROUND ANY NEW ELECTRICAL PANELS, EQUIPMENT, AND TRANSFORMERS WHEN ROUTING OVERHEAD PIPING. 10. RUN ALL SANITARY, VENT, AND STORM PIPING AT SLOPES COMPLYING WITH THE MICHIGAN PLUMBING CODE LATEST EDITION. 11. PROVIDE WALL CLEANOUT AT THE BASE OF ALL VERTICAL STORM AND SANITARY CONDUCTORS. PLUMBING GENERAL DEMOLITION NOTES 1. ANY INTERRUPTIONS OF EXISTING SERVICES OR EQUIPMENT SHALL BE PERFORMED AT A TIME APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE SO AS NOT TO INTERFERE WITH THE BUILDING OPERATION. 2. THESE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE EXTENT OF DEMOLITION SHALL BE AS REQUIRED BY THE NEW WORK AND REMOVAL OF MATERIALS/COMPONENTS NOT REQUIRED FOR THE NEW AND RENOVATED SYSTEMS. 3. ALL MECHANICAL SYSTEMS TO BE REMOVED SHALL BE REMOVED COMPLETE WITH ALL RELATED ITEMS INCLUDING HANGERS, SUPPORTS, CONTROLS, ETC. CAP ALL OPEN PIPES AND DUCTS. PATCH AND SEAL ALL OPENINGS AS A RESULT OF DEMOLITION IN RATED WALLS TO MAINTAIN EXISTING WALL'S FIRE OR SMOKE RATING AND TO MATCH EXISTING ADJACENT SURFACES. 4. ALL ITEMS AND EQUIPMENT REMOVED SHALL REMAIN PROPERTY OF THE OWNER UNLESS POSSESSION RIGHTS ARE WAIVED. CONTRACTOR SHALL MEET WITH OWNER PRIOR TO START OF DEMOLITION TO DETERMINE WHICH ITEMS ARE TO BE SALVAGED. CONTRACTOR SHALL REMOVE REMAINING ITEMS FROM SITE. 5. FIELD VERIFY EXACT SIZE AND LOCATION OF ALL EXISTING SERVICES PRIOR TO DEMOLITION. NOTES: 1. CLOSE OPENING IN PIPING SYSTEM AND FILL TO POINT OF OVERFLOW BUT NOT LESS THAN 10 FOOT HEAD OF WATER. SANITARY & VENT SAN / V TOILET ROOMS / SINKS / MISC FLOOR DRAINS ABOVEGROUND ALL SIZES X X X X 30 - 140 0.5 NOTE 1 12 ZERO LOSS/LEAKSCAST IRON, HUBLESSPVC, SOLID WALLMECHANICALSOLVENT CEMENTOPERATING TEMPERATURE (°F)MINIMUM WORKING PRESSURE (PSI)TEST PRESSURE (PSI)TEST DURATION (HRS)ACCEPTANCE LEVELSYSTEM ABBREVIATION AREA OR SYSTEM SERVED PIPE LOCATION PIPE SIZE (IN) PIPING MATERIAL JOINING METHOD CONSTRUCTION PLUMBING PIPING SYSTEM APPLICATION SCHEDULE NOTES: SP 1 KITCHEN SINK 1 17 25 1 PRESSURE SWITCH 120 1 SANIFLO SANICOM 1 MARK NUMBER LOCATION SYSTEM SERVED QUANTITY FLOW (GPM) HEAD (FT)HP VOLTS PHASE UNIT IDENTIFICATION CONTROL ELECTRICAL MANUFACTURER MODEL NUMBER NOTES SANITARY PUMP SCHEDULE COPYRIGHT © 2021 WALGREEN CO.09/29/21