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HomeMy WebLinkAbout30-P13(E)CO (E)CO (E)FD (E)FS FS-1 HD-1 (E)FD (E)CO P5 P5 (E)FS (E)FS (E)FD (E)VNT (E)SAN (E)GW P5 (E)FS (E)CO EXIST GW TO EXIST RR SANITARY EXIST GW (E)CO (E)FS CO-1 AAV-1 FS-1 FD-1 HD-1 (E)SAN (E)GW (E)SAN GW P12 3" 3" 2" 3" 3" 2" 3" 1-1/2" 1-1/2" 2" 1-1/2" 1-1/2" 2" 3" 3" 2" (E)SAN (E)SAN (E)GW (E)GW (E)FS CO-1 FS-1 VNT 2" GW (E)GW INT. PROJ. #: 17-SCH-01 DRAWING ISSUE: DATE # DESCRIPTION 02/05/18 PERMIT SET PIES & PINTS - CARMEL, IN 14550 CLAY TERRACE BLVD, STE 100 CARMEL, IN 46032 3982 POWELL RD, STE #425 POWELL, OHIO 43065 WWW.CATALYSTENG.COM (440) 785-2043 P DIVISION 22 SPECIFICATIONS SECTION 220000 - GENERAL REQUIREMENTS PART 1 - GENERAL A. ALL APPLICABLE CODES, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK (INCLUDING ANY LOCAL AMENDMENTS AND INTERIM AGREEMENTS IN EFFECT) ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING HIS PROPOSAL, OF ANY WORK AND/OR MATERIAL WHICH VIOLATES ANY OF THE ABOVE. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE. B. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM THE MANUFACTURER IN SECTIONS OF A SIZE SUITABLE FOR MOVING THROUGH THE AVAILABLE RESTRICTIVE SPACES. COORDINATE & SCHEDULE THE TIME(S) AT WHICH EQUIPMENT MAY BE MOVED THROUGH ALL AREAS WITH THE BUILDING OWNER AND TENANT(S). C. DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF SYSTEMS AND WORK AND ARE NOT TO BE SCALED FOR FINAL DIMENSIONS. PIPE ROUTING AS SHOWN IS DIAGRAMMATIC AND DOES NOT SHOW ALL OFFSETS, DROPS OR RISES OF RUNS. COORDINATION WITH ALL EXISTING SERVICES, INCLUDING THE WORK OF ALL OTHER TRADES, IS REQUIRED. THE CONTRACTOR SHALL MAKE AN ALLOWANCE IN HIS PROPOSAL FOR ROUTING OF PIPE AND LOCATING EQUIPMENT TO AVOID OBSTRUCTIONS. MAINTAIN HEADROOM AND SPACE CONDITIONS. D. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION AND SERVICING. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT PRIOR APPROVAL BY THE ENGINEER. E. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK MAY BE NECESSARY FOR THE PERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY THE SITE OF CONDITIONS AS THEY MAY EXIST AND INCLUDE ALL CHANGES IN HIS PROPOSAL. F. CONNECTIONS TO EXISTING WORK: INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM INTERFERENCE TO EXISTING FACILITIES. TEMPORARY SHUTDOWNS OF EXISTING SERVICES SHALL BE PERFORMED AT NO ADDITIONAL CHARGE, AT TIMES NOT TO INTERFERE WITH NORMAL OPERATION OF EXISTING FACILITIES AND ONLY WITH THE WRITTEN CONSENT OF THE OWNER. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS REQUIRED WITH NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. CONNECT NEW WORK TO EXISTING WORK IN A NEAT AND ACCEPTABLE MANNER. RESTORE EXISTING DISTURBED WORK TO ORIGINAL CONDITION. G. DISCONNECT, REMOVE AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT AND OTHER WORK AS NOTED OR REQUIRED FOR THE PROPER INSTALLATION OF NEW WORK. H. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, ALL INTERIOR AND EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. ALL INTERIOR SPACES SHALL BE SWEPT BROOM CLEAN OF THE CONTRACTOR'S WORK AT THE END OF EACH WORK DAY. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR OF THE FACILITY. I. THE LOCATIONS OF THE EXISTING SERVICES ARE BELIEVED TO BE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THESE SERVICES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING ANY WORK. J. SEAL OPENINGS THROUGH PARTITIONS, WALLS AND FLOORS WITH A UL-LISTED FIRESTOPPING ASSEMBLY MATCHED TO THE RATING OF THE PENETRATED ELEMENT. K. PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPING AND EQUIPMENT. PROVIDE EQUIPMENT CURBS AS REQUIRED. L. THE OWNER SHALL HAVE FIRST RIGHT-OF-REFUSAL OF ALL EQUIPMENT AND MATERIAL DESIGNATED FOR REMOVAL UNDER THIS CONTRACT. ALL EQUIPMENT AND MATERIAL REFUSED BY THE OWNER AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF RESPONSIBLY. M. ALL MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS AND THE BEST PRACTICES OF THE TRADE. N. UNLESS OTHERWISE SPECIFICALLY SPECIFIED, INCLUDE ALL CUTTING AND PATCHING OF EXISTING FLOORS, WALLS, PARTITIONS, CEILINGS AND OTHER MATERIALS IN THE EXISTING BUILDING. THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL CONDITION. O. ALL MATERIAL AND EQUIPMENT TO BE NEW (UNLESS NOTED OTHERWISE), OF THE LATEST DESIGN AND SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. ALL MATERIAL AND EQUIPMENT ON SITE SHALL BE RESPONSIBLY STORED SUCH THAT IT IS PROTECTED FROM DAMAGE, EXPOSURE TO THE OUTSIDE ELEMENTS AND THEFT/VANDALISM. P. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL EXAMINATION OF THE PORTIONS OF THE EXISTING BUILDING, EQUIPMENT, ETC, WHICH AFFECT THIS WORK, AND THE ACCESS TO SUCH SPACES, HAS BEEN MADE AND THAT THE CONTRACTOR IS FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INDICATING ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO THE SUBMITTAL OF HIS BID. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. NO CONSIDERATION WILL BE MADE FOR LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. THE ON-SITE INSPECTION SHALL VERIFY EXISTING PIPE SIZES, CLEARANCES AND CONDITIONS AS THEY MAY EXIST. Q. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS EQUIPMENT, TESTED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND HAS FURNISHED ALL THE REQUIRED TESTING REPORTS, CERTIFICATES OF INSPECTION AND APPROVALS.COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE AND THE LOCAL AUTHORITY HAVING JURISDICTION. 1.1 SCOPE OF WORK A. SCOPE OF WORK SHALL CONSIST OF PROVIDING LABOR, MATERIALS, EQUIPMENT, SERVICES AND FEES NECESSARY FOR COMPLETE AND SAFE INSTALLATION IN CONFORMANCE WITH THE ALL APPLICABLE CODES, RULES AND REGULATIONS AND AUTHORITIES HAVING JURISDICTION, AS INDICATED ON DRAWINGS AND HEREIN SPECIFIED. 1. OFFSET, RAISE, LOWER OR RE-ROUTE ANY EXISTING PLUMBING PIPING IN CONFLICT WITH OTHER TRADES. REMOVE EXISTING ABANDONED PIPING BACK TO ACTIVE MAINS AND CAP/PLUG AS REQUIRED. 2. PROVIDE FIXTURES, EQUIPMENT, ETC. INSTALL PIPING CONNECTING TO EXISTING SANITARY DRAINAGE AND VENT AND DOMESTIC WATER PIPING SYSTEMS COMPLETE WITH ALL FITTINGS AND TRIM REQUIRED. 3. THE BASE BUILDING DRAWINGS, PLANS, DETAILS, SPECIFICATIONS AND SPECIFICATION ADDENDA ARE MADE PART OF THIS CONTRACT AND SHALL APPLY TO ALL WORK UNDER THE CONTRACT UNLESS OTHERWISE AMENDED, MODIFIED, SUPPLEMENTED OR SPECIFIED HEREIN. B. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL USE OF EQUIPMENT OR BENEFICIAL OCCUPANCY OF SPACES BY OWNER INCLUDED UNDER THE VARIOUS PARTS OF THE WORK, WHICHEVER DATE IS EARLIER. THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF OTHER TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL GIVE NECESSARY NOTICE, FILE DRAWINGS AND SPECIFICATIONS WITH THE AUTHORITY HAVING JURISDICTION, OBTAIN PERMITS OR LICENSES NECESSARY TO EXECUTE THIS WORK AND PAY ALL FEES THEREFORE. THE CONTRACTOR SHALL ARRANGE FOR ANY AND ALL INSPECTIONS AND TESTS (INCLUDING RE-INSPECTIONS AND RE-TESTS) OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND PAY ALL CHARGES FOR SAME. THE CONTRACTOR SHALL PAY ALL COSTS FOR, AND FURNISH TO THE OWNER BEFORE FINAL BILLING, ALL CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL REGULATIONS WHERE THEY APPLY TO THIS WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND REQUIRED SIGN-OFFS AND APPROVALS FOR THE WORK INSTALLED. 1.3 GENERAL PROVISIONS FOR PLUMBING WORK A. DEFINITIONS: 1. "THE AUTHORITY HAVING JURISDICTION" SHALL REFER TO ANY DULY AUTHORIZED GOVERNMENTAL BODY OR UTILITY PURVEYOR AND/OR THEIR AGENTS HAVING JURISDICTION OVER THE WORK AS PROVIDED UNDER THIS CONTRACT. 2. "CONCEALED": EMBEDDED IN MASONRY OR OTHER CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN DOUBLE PARTITIONS OR ABOVE CEILINGS, IN TRENCHES, IN CRAWL SPACES OR IN ENCLOSURES. 3. "CONTRACT DOCUMENTS" SHALL REFER THE DRAWINGS AND/OR SPECIFICATIONS, EITHER WHOLE OR IN PART. 4. "THE CONTRACTOR" AND "THIS CONTRACTOR" SHALL REFER TO THE PLUMBING CONTRACTOR, HIS SUBCONTRACTOR(S) AND/OR THEIR TRADESMEN. 5. "EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED" AS DEFINED ABOVE. 6. "FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE AND DELIVER COMPLETE WITH RELATED ACCESSORIES. 7. "INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES. 8. "OR EQUAL" AND "OR APPROVED EQUAL": ALL MATERIALS, FIXTURES AND/OR EQUIPMENT, IN THE JUDGMENT OF THE ENGINEER, APPROVED AS EQUIVALENT IN TERMS OF OVERALL MATERIAL, COMPONENTS, FINISH, QUALITY AND PERFORMANCE. SECTION 220000 - GENERAL REQUIREMENTS (CONT) PART 1 - PIPING A. SANITARY (INCLUDING INDIRECT AND FOG) DRAINAGE & VENT AND STORM (INCLUDING OVERFLOW) DRAINAGE PIPING: 1. SERVICE WEIGHT CAST IRON PIPE (ASTM A74, ASTM A888 and CISPI 301), HUBLESS, WITH MECHANICAL JOINT COUPLINGS (CISPI 310, ASTM C1277 OR ASTM C1540) WITH ELASTOMERIC SEALING SLEEVE (ASTM C564) ALL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE AND LISTED BY NSF INTERNATIONAL 2. SERVICE WEIGHT CAST IRON PIPE (ASTM A74), HUB AND SPIGOT, WITH JOINTS FIRMLY PACKED WITH OAKUM OR HEMP AND SEALED WITH MOLTEN LEAD OR SILICONE (AS PERMITTED BY THE AUTHORITY HAVING JURISDICTION) ALL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE AND LISTED BY NSF INTERNATIONAL. 3. ASTM D 2665, SCHEDULE 40 TYPE 1, GRADE 1 PVC DWV PIPE AND ASTM D 2665, MADE TO ASTM D 3311, FITTINGS WITH ASTM 656 ADHESIVE PRIMER AND ASTM D 2564, SOCKET SOLVENT SOLDER JOINTS AND CONNECTIONS. B. DOMESTIC WATER: 1) TYPE 'L' COPPER OR COPPER-ALLOY PIPE (ASTM B75, ASTM B88, ASTM B251 OR ASTM B447) WITH COPPER OR COPPER-ALLOY FITTINGS (ASTM B16.15, ASTM B16.18, ASTM B16.22, ASTM B16.23, ASTM B16.26 OR ASTM B16.29); ASTM B16.18, ASTM B16.22 AND PERFORMANCE CRITERIA OF IAPMO PS117) ABOVE GRADE OR BRAZED JOINTS BELOW GRADE. C. ALL EXPOSED PIPE AND FITTINGS SHALL BE CHROME PLATED BRASS. D. ALL EXPOSED PIPING PASSING THROUGH WALLS, FLOORS, CEILINGS, AND PARTITIONS SHALL BE PROVIDED WITH CHROME PLATED CAST BRASS ESCUTCHEONS HELD IN PLACE WITH SET SCREWS. E. ALL ABOVE-GRADE RIGID PIPING SHALL BE PROVIDED WITH VINYL PIPE LABELS, SPACED MAXIMUM 50 FEET (CONCEALED PIPING) OR 100 FEET (EXPOSED PIPING) AND ON BOTH SIDES OF WALL/PARTITION PENETRATIONS, AS MANUFACTURED BY BRADY, SETON OR APPROVED EQUAL. FASTENING METHOD SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. F. INSTALLATION OF TYPE DWV PLASTIC PIPE AND FITTINGS ABOVE CEILING IN A RETURN AIR PLENUM IS PROHIBITED. PART 2 - VALVES AND FITTINGS A. BALL VALVES: BRONZE, TWO-PIECE, FULL PORT, END ENTRY, 600 PSIG, MSS SP-110, SIMILAR TO NIBCO S-585-70 (SWEAT) OR T-585-70 (THREADED) PART 1 - GENERAL A. PROVIDE NEW COMMERCIAL-GRADE PLUMBING FIXTURES, FITTINGS AND TRIM AS LISTED ON THE CONTRACT DOCUMENTS. B. ALL FIXTURES, FITTINGS AND TRIM SHALL BE BY THE SAME MANUFACTURER UNLESS OTHERWISE INDICATED ON THE CONTRACT DOCUMENTS. C. ALL FIXTURES SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO ALL REQUIRED PIPING SERVICES, THOROUGHLY CLEAN AND READY FOR USE. D. PROVIDE IN-LINE CHECK VALVES ON DOMESTIC WATER PIPING SERVING MOP SINKS AND KITCHEN SPRAY/RINSE UNITS. E. ALL PLUMBING FIXTURES RESTING AGAINST A WALL OR FLOOR SHALL HAVE GROUND MATING SURFACES AND SHALL BE CAULKED WITH SILICONE SEALANT OF A COLOR TO MATCH THAT OF THE PLUMBING FIXTURE. F. THE CONTRACTOR SHALL NOT PERMIT THE USE OF INSTALLED PLUMBING FIXTURES WITHOUT THE WRITTEN CONSENT OF THE OWNER. ANY OF THE INSTALLED FIXTURES, FITTINGS OR TRIM FOUND DAMAGED AT THE TIME OF FINAL ACCEPTANCE SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT HIS EXPENSE. G. REFER TO ARCHITECTURAL DOCUMENTS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES. 9. "PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND REGULAR OPERATION THE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY NOTED OTHERWISE. 10. "SHALL" INDICATES A MANDATORY REQUIREMENT. 11. "SIMILAR" OR "EQUAL": EQUAL IN MATERIALS, WEIGHT, SIZE, DESIGN, PERFORMANCE AND EFFICIENCY OF SPECIFIED PRODUCT. C. QUALITY ASSURANCE: 1. QUALITY AND GAUGE OF MATERIALS: NEW, BEST OF THEIR RESPECTIVE KINDS, AND FREE FROM DEFECTS. MATERIALS AND EQUIPMENT OF SIMILAR APPLICATION SHALL BE OF SAME MANUFACTURER, EXCEPT AS NOTED. 2. GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF WORK. D. PRODUCT DELIVERY, STORAGE AND HANDLING: 3. PROVIDE FOR THE PROTECTION AND MAINTAINING OF GOOD CONDITION OF ALL MATERIALS AND EQUIPMENT UNTIL FINAL ACCEPTANCE BY THE OWNER. PROTECT ALL MATERIALS FROM DAMAGE FROM ANY CAUSE AND PROVIDE ADEQUATE, SECURE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. CAP OR PLUG OPENINGS IN EQUIPMENT, PIPING AND OTHER SYSTEMS TO EXCLUDE DIRT AND OTHER FOREIGN MATERIAL DURING CONSTRUCTION. 4. MATERIAL STORAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. COORDINATE THE STORAGE OF MATERIALS ON SITE PRIOR TO THEIR BEING PROCURED. 1.4 TESTING: A. ALL PLUMBING SYSTEMS SHALL BE TESTED FOR CONTINUITY AND PROPER OPERATION BY TESTING PROCEDURES AS PER THE AUTHORITY HAVING JURISDICTION, CODE, REGULATION OR STANDARD IN FORCE. IF THERE ARE NO ESTABLISHED TESTING PROCEDURES IN FORCE, THEN TESTING SHALL BE SUCCESSFULLY PERFORMED AS DESCRIBED BELOW. B. DOMESTIC WATER PIPING: UPON COMPLETION OF A SECTION OR THE ENTIRE DOMESTIC WATER SYSTEM, THE SYSTEM OR PORTION COMPLETED SHALL BE TESTED AND PROVED TIGHT UNDER A WATER PRESSURE NOT LESS THAN 10 PERCENT IN EXCESS OF THE WORKING PRESSURE UNDER WHICH THE SYSTEM IS TO BE USED OR, FOR PIPING SYSTEMS OTHER THAN PLASTIC, BY AN AIR TEST OF NOT LESS THAN 50 PSIG. THIS PRESSURE TEST SHALL BE HELD FOR AT LEAST 15 MINUTES. THE WATER USED FOR TESTING SHALL BE OBTAINED FROM A POTABLE SOURCE. C. SANITARY DRAINAGE & VENT PIPING: 1. A WATER TEST SHALL BE PERFORMED ON THE DRAINAGE SYSTEM EITHER IN ITS ENTIRETY OR IN SECTIONS. IF APPLIED TO THE ENTIRE SYSTEM, ALL OPENINGS IN THE PIPING SHALL BE TIGHTLY CLOSED, EXCEPT THE HIGHEST OPENING, AND THE SYSTEM SHALL BE FILLED WITH WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, EACH OPENING SHALL BE TIGHTLY PLUGGED EXCEPT THE HIGHEST OPENINGS OF THE SECTION UNDER TEST, AND EACH SECTION SHALL BE FILLED WITH WATER, BUT NO SECTION SHALL BE TESTED WITH LESS THAN A 10-FOOT HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, AT LEAST THE UPPER 10 FEET OF THE NEXT PRECEDING SECTION SHALL BE TESTED SO THAT NO JOINT OR PIPE IN THE BUILDING SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS THAN A 10-FOOT HEAD OF WATER. THE PRESSURE SHALL BE HELD FOR AT LEAST 15 MINUTES. THE SYSTEM SHALL THEN BE TIGHT AT ALL POINTS. 2. AN AIR TEST SHALL BE MADE BY FORCING AIR INTO THE SYSTEM UNTIL THERE IS A UNIFORM GAUGE PRESSURE OF 5 PSIG OR SUFFICIENT TO BALANCE A 10-INCH COLUMN OF MERCURY. THE PRESSURE SHALL BE HELD FOR AT LEAST 15 MINUTES. ANY ADJUSTMENTS TO THE TEST PRESSURE REQUIRED BECAUSE OF CHANGES IN AMBIENT TEMPERATURE OR THE SEALING OF GASKETS SHALL BE MADE PRIOR TO THE TEST PERIOD. 3. THE FINAL TEST OF THE COMPLETED DRAINAGE AND VENT SYSTEM SHALL BE MADE BY AIR TEST AFTER THE FIXTURES ARE CONNECTED, WITH OR WITHOUT SMOKE OR PEPPERMINT AS FOLLOWS: a. CLOSE ALL STACK OPENINGS. b. APPLY AIR PRESSURE TO THE ENTIRE DRAINAGE AND VENT SYSTEM OR TO SECTIONS THEREOF EQUIVALENT TO AT LEAST 1-FOOT WATER COLUMN c. MAINTAIN THIS PRESSURE STARTING 15 MINUTES BEFORE BEGINNING INSPECTION d. INDICATE THE SYSTEM TO BE AIR TIGHT AT ALL POINTS D. ARRANGE AND COORDINATE TESTS WITH OWNER 48 HOURS IN ADVANCE. NOTIFY THE ARCHITECT AND ENGINEER OF TEST DATE AND TIME. E. DEFECTS DISCLOSED BY THE TESTS SHALL BE REPAIRED OR REPLACED. TESTS SHALL BE REPEATED AT THE CONTRACTOR'S EXPENSE AS DIRECTED UNTIL ALL WORK IS PROVEN SATISFACTORY. F. TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO THE BUILDING AND ITS CONTENTS AS A RESULT OF SUCH TESTS. REPAIR ANY DAMAGE CAUSED. 1.5 DISINFECTION A. ALL NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND DISINFECTED PRIOR TO UTILIZATION. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE AUTHORITY HAVING JURISDICTION, THE PROCEDURE DESCRIBED IN AWWA C651 OR C652, OR, IN THE ABSENCE OF A PRESCRIBED METHOD, AS FOLLOWS: 1. THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT THE POINT(S) OF OUTLET 2. THE SYSTEM OR PART(S) THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 24 HOURS; OR 3. THE SYSTEM OR PART(S) THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING AT LEAST 200 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS. 4. FOLLOWING THE REQUIRED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL THE CHLORINE IS PURGED FROM THE SYSTEM. PART 1 - GENERAL A. FURNISH AND INSTALL WATER HEATER(S), ASSESSORS AND APPURTENANCES AS REQUIRED TO PROVIDE DOMESTIC HOT WATER SUPPLY TO ALL ITEMS/ELEMENTS INDICATED ON PLANS, AND TO ANY AND ALL OTHER POINTS REQUIRING SAME. THE ASSEMBLY SHALL INCLUDE ALL COMPONENTS NECESSARY FOR AUTOMATICALLY MAINTAINING CONSTANT WATER TEMPERATURE SUPPLY. B. WATER HEATERS MUST COMPLY WITH ALL REQUIREMENTS OF THE APPLICABLE ENERGY CONSERVATION CODE. PART 2 - PRODUCTS A. HEATER SHALL HAVE A WORKING PRESSURE OF 150 PSIG. B. WATER HEATER SHALL HAVE AN EXTRUDED MAGNESIUM ANODE ROD SUPPORTED FOR CATHODIC PROTECTION. C. HEATER SHALL HAVE A THREE YEAR LIMITED WARRANTY AGAINST CORROSION. D. WATER HEATER BY A.O. SMITH, RHEEM, BRADFORD WHITE, RUUD, STATE, OR LOCHINVAR OF THE SAME TYPE AND CAPACITY AND SIZE MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. E. THERMAL EXPANSION TANKS SHALL BE SIMILAR TO B&G, CAPACITIES AS INDICATED ON PLANS. FURNISH WITH STEEL SHELL, RIGID POLYPROPYLENE LINER AND HEAVY DUTY RUBBER DIAPHRAGM. LINER AND DIAPHRAGM MECHANICALLY BONDED TO SHELL TO FORM A SEPARATE AIR CHAMBER AND NON-CORROSIVE WATER RESERVOIR. AIR CHAMBER IS PRE-CHARGED TO 55 PSIG, AND PROVIDE WITH A STANDARD AIR VALVE FITTING. TANKS TO BE ASME LISTED CONSTRUCTION WHEN HEATER INPUT IS 200,000 BTUH OR GREATER. F. ALL WATER HEATERS THAT DO NOT INCLUDE AS AN INTEGRAL LISTED/APPROVED ANTI-SIPHON DEVICE IN ACCORDANCE WITH ANSI STANDARDS SHALL HAVE A VACUUM RELIEF VALVE INSTALLED IN COLD WATER SUPPLY PIPING TO THE HEATER PER INSPECTION/APPROVAL AUTHORITIES REQUIREMENTS. RELIEF VALVE TO BE SIMILAR TO WATTS MODEL NO. N36. PART 3 - EXECUTION A. INSTALL WATER HEATER, PIPING AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER. B. INSTALL ASME RATED TEMPERATURE-PRESSURE RELIEF VALVES AS REQUIRED AND/OR AS INDICATED ON THE PLANS. VALVE SETTING 210°F AND 125 PSIG. EXTEND DISCHARGE PIPE FULL SIZE TO APPROVED DRAIN LOCATION. C. SET HOT WATER SUPPLY WATER TEMPERATURE AS INDICATED ON THE PLANS. SECTION 220916 - PLUMBING PIPING PART 1 - GENERAL A. SUPPORT ALL PIPING FROM BUILDING CONSTRUCTION BY PROVIDING INSERTS, BEAM CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL ONLY), AND ACCEPTABLE BRACKETS. SUBMIT ALL METHODS FOR REVIEW. B. PROVIDE TRAPEZE HANGERS OF BOLTED ANGLES OR CHANNELS FOR GROUPED LINES AND SERVICES. C. PROVIDE ADDITIONAL FRAMING WHERE BUILDING CONSTRUCTION IS INADEQUATE. SUBMIT FOR REVIEW. D. SUSPENDED HORIZONTAL PIPING: 1. SUPPORT ALL PIPING INDEPENDENTLY FROM STRUCTURE USING HEAVY IRON-HINGED TYPE HANGERS, SIMILAR TO GRINNELL CLEVIS NO. 260. 2. PROVIDE ELECTROPLATED SOLID-BAND HANGERS SIMILAR TO AUTO-GRIP, FOR TWO-INCH AND SMALLER PIPE. 3. PROVIDE WALL BRACKETS FOR WALL-SUPPORTED PIPING, AND PROVIDE PIPE SADDLES FOR FLOOR-MOUNTED PIPING. 4. PROVIDE SUPPORTS WITH COPPER LINING FOR UNINSULATED COPPER PIPING. 5. SUSPEND PIPING FROM INSERTS, USING BEAM CLAMPS WITH RETAINING CLAMP OR LOCKNUT, STEEL FISH PLATES, CANTILEVER BRACKETS OR OTHER ACCEPTED MEANS. BEAM CLAMPS SHALL BE SIMILAR TO GRINNELL FIGURES 61, 87, 131, OR 225. 6. SUSPEND PIPING BY RODS WITH DOUBLE NUTS. 7. PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND ACCEPTED WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING HANGER RODS IN REQUIRED LOCATIONS. E. PROVIDE 180 DEGREE ARC GALVANIZED METAL COVERING SHIELDS ON HANGERS FOR INSULATED PIPING WITHOUT INCOMPRESSIBLE INSULATING BLOCK IN INSULATION AT HANGERS. F. MAXIMUM SPACING FOR HORIZONTAL PIPING: 1. CAST IRON PIPING: EVERY 5 FEET 2. COPPER OR COPPER-ALLOY TUBING 1-1/4" AND SMALLER: EVERY 6 FEET 3. COPPER OR COPPER-ALLOY TUBING 1-1/2" AND LARGER: EVERY 10 FEET 4. BLACK STEEL PIPING: EVERY 12 FEET 5. PVC PIPING: EVERY 4 FEET 6. ALL PIPING: AT EVERY FITTING, JOINT AND HORIZONTAL CHANGE OF DIRECTION G. VERTICAL PIPING: 1. PROVIDE EXTENSION PIPE CLAMPS BOLTED TO BARE PIPE ON EACH SIDE AND BEARING EQUALLY ON STRUCTURE OR WELDED TO BEAM. H. EXPANSION ANCHORS: 1. PROVIDE SMOOTH WALL, NON-SELF-DRILLING INTERNAL PLUG EXPANSION TYPE ANCHORS CONSTRUCTED OF AISC 12L14 STEEL AND ZINC PLATED IN ACCORDANCE WITH FED. SPEC. QQ-A-325 TYPE 1, CLASS 3. 2. DO NOT EXCEED 1/4 OR AVERAGE VALVES FOR A SPECIFIC ANCHOR SIZE USING 2000 PSIG (13,800 KPA) CONCRETE ONLY, FOR MAXIMUM WORKING LOADS. 3. PROVIDE SPACING AND INSTALL ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 4. EXPANSION ANCHORS SHALL BE UL LISTED AND SIMILAR TO HILTI HDI. SECTION 221529 - PIPING SUPPORTS SECTION 224500 - PLUMBING FIXTURES SECTION 223400 - GAS FIRED WATER HEATER SECTION 221119 - PIPING INSULATION PART 1 - GENERAL A. ALL INSULATION (INCLUDING JACKETS, FACINGS AND ADHESIVES) SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURES LISTED IN ASTM E-84, NFPA 255 AND UL 273 NOT EXCEEDING A FLAME SPREAD OF 25 AND A SMOKE DEVELOPED OF 50. PART 2 - PIPE INSULATION A. MOLDED FIBERGLASS (ASTM A537 TYPE I - TUBULAR GRADE I, ASTM E84), VAPOR RETARDANT JACKET (ASTM C1136), THICKNESS: 1 INCH (DOMESTIC COLD WATER, DOMESTIC HOT WATER SUPPLY & RETURN) OR 1/2 INCH (ALL SANITARY VENT PIPING WITHIN 10 FEET OF A ROOF OR WALL PENETRATION AND ALL HORIZONTAL FOG & STORM DRAINAGE PIPING ABOVE GRADE), MANUFACTURERS: JOHNS MANVILLE, CERTAINTEED, KNAUF OR OWENS CORNING. B. MOLDED CLOSED-CELL ELASTOMERIC FOAM (ASTM C534 TYPE I), 1/2 INCH THICKNESS FOR ALL DOMESTIC WATER AND ALL SANITARY VENT PIPING WITHIN 10 FEET OF A ROOF OR WALL PENETRATION, ALL HORIZONTAL FOG & STORM DRAINAGE PIPING ABOVE GRADE), MANUFACTURERS: AP ARMAFLEX OR RUBATEX. C. PROVIDE CLOSED-CELL ELASTOMERIC FOAM INSULATION ON ALL DOMESTIC COLD WATER PIPING BELOW GRADE SERVING FLOOR DRAIN TRAP PRIMER CONNECTIONS. D. PROVIDE PVC SHIELDED PREMOLDED FIBERGLASS INSULATION FITTINGS ON ALL VALVES AND PIPE FITTINGS. EQUIPMENT SERVED LOCATION/DEPARTMENT MANUFACTURER & MODEL CARBONATOR KITCHEN WATTS SD-3 - 3/8" SIZE BACKFLOW PREVENTERS FURNISHED & INSTALLED BY CONTRACTOR DESCRIPTION STAINLESS STEEL DUAL CHECK VALVE WITH ATMOSPHERIC VENT & STRAINER. MAX PRESSURE 150 PSI. CONFORMS TO ASSE 1022 FOR CARBONATED BEVERAGE DISPENSERS. 12PSI PRESSURE DROP AT 1.7 GPM. PIPE VENT LINE TO NEAREST DRAIN WITH AIR GAP ICE MAKER KITCHEN WATTS #LF009-QT-S 1/2" SIZE LEAD FREE, REDUCED PRESSURE ZONE ASSEMBLY WITH STRAINER MAX PRESSURE - 175 PSI, TEMP RANGE 33° F. - 140° F. CONFORMS TO ASSE 1013, AWWA C511, CSA B64.4. 16PSI PRESSURE DROP AT 1.7 GPM. PROVIDE AIR GAP FITTING AND DRAIN LINE TO NEAREST DRAIN. TEA BREWER KITCHEN WATTS #LF007-QT-S 1/2" SIZE LEAD FREE, DOUBLE CHECK VALVE ASSEMBLY WITH STRAINER CONFORMS TO ASSE 1015, AWWA C510, IAPMO PS31, CSA B64.5. 5.5PSI PRESSURE DROP AT 2 GPM. NOTES: 1. ACCEPTABLE MANUFACTURERS: WATTS, WILKINS, CONBRACO, FEBCO 2. ALL HOSE CONNECTIONS, SILLCOCKS AND HOSE BIBBS SHALL BE FACTORY PROVIDED WITH A PERMANENTLY ATTACHED HOSE CONNECTION VACUUM BREAKER MEETING ASSE 1011 STANDARD. 3. ALL EXTERIOR WALL HYDRANTS SHALL BE FACTORY PROVIDED WITH AN ASSE 1052 APPROVED DOUBLE CHECK BACKFLOW PREVENTER WITH 3/4" HOSE NOZZLE OUTLET. P1-3 PLUMBING SPECIFICATIONS AND SCHEDULES 1 STACK DIAGRAM N.T.S. 1 03/14/18 Nick Mishler