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HomeMy WebLinkAbout1757840 - Sheet - P0-1 - LEGEND AND SPECIFICATIONS5. EXPOSED TRAPS, PIPING, AND ESCUTCHEONS SHALL BE CHROME PLATED BRASS UNLESS OTHERWISE NOTED IN SCHEDULES AND DETAILS. 4. INSTALL BARRIER-FREE FIXTURES IN COMPLIANCE WITH LOCAL CODES AND FEDERAL ADA ACCESSIBILITY GUIDELINES. 3. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH MILDEW-RESISTANT SILICONE SEALANT, COLOR TO MATCH FIXTURE. 2. PROVIDE CHROME PLATED RIGID SUPPLIES TO FIXTURES WITH STOPS, REDUCERS, AND ESCUTCHEONS UNLESS OTHERWISE NOTED IN SCHEDULES AND DETAILS. 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. INSTALLATION b. FURNISH AND INSTALL SAFING MATERIAL EXTENDING MINIMUM 12" FROM THE DRAIN. a. NOT REQUIRED FOR AREAS OVER UNEXCAVATED PORTIONS OF A BUILDING. 3. FLOOR DRAINS b. INSTALL SAFING MATERIAL BENEATH THE FINISHED FLOOR OF THE ENTIRE ENCLOSURE OR ROOM AND UPWARD ALONG THE SIDES TO A MINIMUM OF 6" ABOVE THE CURB OR MAXIMUM WATER LEVEL, AND AT THE CORNERS TO A HEIGHT OF 6 FEET AND AT LEAST 3" IN EACH DIRECTION FROM THE CORNERS. a. FURNISH AND INSTALL SAFING MATERIAL AT ALL SITE-CONSTRUCTED SHOWER STALLS. 2. SHOWERS 1. SAFING MATERIAL SHALL BE WATERPROOF WHEN SUBJECTED TO 2 FEET OF HYDROSTATIC HEAD WHEN TESTED IN ACCORDANCE WITH ASTM C1306 OR ASTM D4068, AND SHALL BE RECOGNIZED BY THE MANUFACTURER AS A SAFING MATERIAL. B. SAFING 3. SAFETY COVERS OVER EXPOSED WASTE AND SUPPLY PIPING AT ADA ACCESSIBLE FIXTURES SHALL BE LAV-GUARD BY TRUEBRO OR EQUIVALENT. 2. LIKE FIXTURE TYPE (FAUCETS, WATER CLOSETS, LAVS) SHALL BE THE PRODUCT OF THE SAME MANUFACTURER. 1. SEE SCHEDULES FOR ADDITIONAL INFORMATION. A. FIXTURES 22 40 00 PLUMBING FIXTURES B. SANITARY DRAIN PIPING TESTING: TEST DRAIN AND VENT PIPING PER CODE REQUIREMENTS. 6. SLOPE SANITARY PIPE 2" AND SMALLER 1/4" PER FOOT; 3" AND LARGER PIPING 1/8" PER FOOT. 5. PROVIDE NO-HUB ADAPTER ON PVC PIPE WHERE USING NO-HUB COUPLINGS. 4. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. 3. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF PIPING. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONAL OFFSETS TO COORDINATE WITH INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. ROUTE ABOVE GROUND PIPING IN ORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE. OFFSET PIPE CONNECTIONS AT EQUIPMENT TO ALLOW FOR SERVICE, SUCH AS REMOVAL OF THE EQUIPMENT. 2. FIELD VERIFY EXISTING AND PROPOSED SEWER ELEVATIONS AND SIZES AND NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF ANY VARIATION OF THE ELEVATIONS BEFORE BEGINNING ANY SEWER AND BUILDING DRAIN WORK. 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. PIPING INSTALLATION 22 13 00 DRAIN PIPING AND VALVES G. WATER HAMMER ARRESTORS: SEE SCHEDULE. INSTALL IN ACCESSIBLE LOCATION. 5. DRAIN VALVES: SHUTOFF VALVE WITH THREADED CAP. PROVIDE FOR COMPLETE SYSTEM DRAINAGE, NSF 61 LISTED. 2). ONE PIECE MOLDED CPVC BODY, CPVC BALL, FULL PORT, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE WITH VALVE EXTENSIONS FOR INSULATED PIPING, SOCKET ENDS, 150 PSI WORKING PRESSURE. 1). NIBCO CPVC CTS b. CPVC BALL VALVE 3). TWO PIECE, CHROME PLATED BRASS OR STAINLESS STEEL BALL, FULL PORT, REINFORCED PTFE SEATS AND STUFFING BOX RING, LEVER HANDLE WITH LOCKABLE HANDLE AND VALVE STEM EXTENSIONS FOR INSULATED PIPING, 250 PSI, NSF 61 ANNEX G LISTED. 2). PRESS FITTING: VIEGA SERIES 2970.*ZL OR SERIES 2971.*ZL 1). SOLDERED: NIBCO S-685-66-LF. a. BRONZE BALL VALVE: 4. SHUTOFF VALVES 2" AND SMALLER 2). BRONZE THREE PIECE BODY, CHROME PLATED BRASS BALL, FULL PORT, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE WITH VALVE EXTENSIONS FOR INSULATED PIPING, CRIMP JOINT ENDS, 200 PSI WOG, NSF 61 LISTED. 1). APOLLO 77X SERIES a. PEX BALL VALVE 3. SHUTOFF VALVES 1" AND SMALLER 2. PROVIDE BRONZE VALVE FOR COPPER PIPE. 1. MANUFACTURERS: NIBCO, APOLLO, KEYSTONE, CENTERLINE, DEZURIK, CRANE, MUELLER, POWELL, VIEGA, GRINNELL. LISTING OF MODEL NUMBER DOES NOT PRECLUDE OTHER ACCEPTABLE MANUFACTURERS FROM PROVIDING EQUIVALENT VALVES. F. VALVES 8. IF LOCAL AUTHORITIES REQUIRE MORE STRINGENT FLUSHING AND DISINFECTION, CONTRACTOR SHALL COMPLY WITH THOSE REQUIREMENTS. 7. PERFORM WATER QUALITY TEST IF REQUIRED BY LOCAL AUTHORITIES. 6. REPEAT DISINFECTION IF BACTERIOLOGICAL CONTAMINATION EXISTS. 5. FLUSH WITH POTABLE WATER. 4. FILL SYSTEM WITH WATER/CHLORINE SOLUTION OF 50 PPM OF CHLORINE AND LET STAND FOR 24 HOURS, OR 200 PPM FOR 3 HOURS. 3. FLUSH EACH OUTLET MINIMUM 1 MINUTE AND UNTIL WATER APPEARS CLEAR AT THE OUTLET. 2. FLUSH EACH OUTLET BEGINNING WITH OUTLET CLOSEST TO BUILDING CONTROL VALVE AND THEN EACH SUCCESSIVE OUTLET IN THE SYSTEM. 1. FILL PIPING WITH POTABLE WATER AND ALLOW TO STAND FOR 24 HOURS. E. FLUSH AND DISINFECT DOMESTIC WATER SUPPLY SYSTEM AS FOLLOWS: 1. VERIFY THAT SUFFICIENT WATER FLOW, PRESSURE AND TEMPERATURE ARE AVAILABLE AT EACH OUTLET AND EQUIPMENT CONNECTION. D. WATER PIPING BALANCING 4. WHERE NEW PIPING IS AN EXTENSION OF THE EXISTING SYSTEM, TEST THE NEW PIPING PRIOR TO CONNECTION TO THE EXISTING SYSTEM. 3. TEST WATER DISTRIBUTION SYSTEM WITH POTABLE WATER UNDER A WATER PRESSURE OF 100 PSIG OR THE WORKING PRESSURE OF THE SYSTEM (WHICHEVER IS GREATER) FOR A PERIOD OF (4) HOURS. IF LOCAL AUTHORITIES REQUIRE MORE STRINGENT TESTING, CONTRACTOR SHALL COMPLY WITH THOSE REQUIREMENTS. 2. MEASURE AND RECORD TEST PRESSURE AT THE HIGH POINT IN THE SYSTEM. 1. EACH TEST MUST BE WITNESSED BY THE OWNER'S REPRESENTATIVE. IF LEAKS ARE FOUND, REPAIR THE AREA WITH NEW MATERIALS AND REPEAT THE TEST. DO NOT INSULATE PIPE UNTIL IT HAS BEEN SUCCESSFULLY TESTED. C. PIPING TESTING 13. DO NOT SUPPORT WEIGHT OF PIPING ON VALVE. 12. INSTALL VALVE STEM BETWEEN THE VERTICAL (UPRIGHT) OR HORIZONTAL POSITION. 11. USE LONG RADIUS ELBOWS FOR ALL 90 DEGREE ELBOWS. 10. SLOPE PIPING AND ARRANGE SYSTEMS TO DRAIN AT LOW POINTS. USE TOP CONNECTIONS FOR TAKEOFFS TO EQUIPMENT ABOVE THE MAINS AND BOTTOM CONNECTIONS FOR TAKEOFFS TO EQUIPMENT BELOW THE MAINS. 9. PREPARE EXPOSED UNFINISHED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES, READY FOR FINISH PAINTING. 8. USE ONLY NEW MATERIAL, FREE OF DEFECTS, RUST AND SCALE, AND MEETING THE LATEST REVISION OF THE ASTM SPECIFICATIONS. 7. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. 6. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES. 5. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. 4. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE AND OTHER WORK. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. 3. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. ROUTE ABOVE GROUND PIPING IN ORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE. OFFSET PIPE CONNECTIONS AT EQUIPMENT TO ALLOW FOR SERVICE, SUCH AS REMOVAL OF THE EQUIPMENT. 1. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF PIPING. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONAL OFFSETS TO COORDINATE WITH INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. B. PIPING INSTALLATION 1. SEE PIPE SCHEDULE ON PLANS FOR ADDITIONAL INFORMATION. A. PIPING 22 11 00 WATER PIPING AND VALVES 7. DIRECT SURFACE WATER AWAY FROM STOCKPILE SITE TO PREVENT EROSION OR DETERIORATION OF MATERIALS. REMOVE STOCKPILE, LEAVE AREA IN A CLEAN AND NEAT CONDITION. GRADE SITE SURFACE TO PREVENT FREESTANDING SURFACE WATER. a. UNDER EXISTING AND FUTURE UTILITIES, AND BUILDINGS: GRANULAR MATERIALS, PIT RUN SAND, GRAVEL, OR CRUSHED STONE, FREE FROM LARGE STONES, ORGANIC, AND FROZEN MATERIALS. 6. BACKFILL ABOVE 12" ABOVE THE PIPE: 5. BACKFILL TO A DEPTH OF 12" OVER THE PIPE WITH SAND, CRUSHED STONE THAT PASSES A 1" SIEVE. PLACE IN WELL TAMPED MAXIMUM 6" LAYERS FOR LENGTH OF SEWER AND WIDTH OF TRENCH. 4. BEDDING: WHERE OVEREXCAVATED, BRING BACK TO BOTTOM OF PIPE ELEVATION WITH DRY SAND, GRAVEL OR CRUSHED STONE PASSING A 3/4" SIEVE. 3. MAINTAIN OPTIMUM MOISTURE CONTENT OF FILL MATERIALS TO ATTAIN REQUIRED COMPACTION DENSITY. 2. MECHANICALLY COMPACT BEDDING AND BACKFILL TO PREVENT SETTLEMENT. THE INITIAL COMPACTED LIFT TO NOT EXCEED 24" COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR TEST (ASTM D-1557). SUBSEQUENT LIFTS UNDER PAVEMENTS, CURBS, WALKS AND STRUCTURES ARE NOT TO EXCEED 12" AND BE COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR TEST. IN ALL OTHER AREAS WHERE CONSTRUCTION ABOVE THE EXCAVATION IS NOT ANTICIPATED WITHIN 2 YEARS, MECHANICALLY COMPACT BACKFILL IN LIFTS NOT EXCEEDING 24" TO 90% DENSITY PER MODIFIED PROCTOR TEST. b. BACKFILL WITH COMPACTED ENGINEER FILL PER GEOTECH REPORT. a. INSTALL WITH MINIMUM OF 1-1/2 INCH CLEARANCE TO CONCRETE AND ENSURE THERE IS NO DISTURBANCE OF BEARING SOIL. 1. LINES PASSING UNDER FOUNDATIONS: H. BEDDING AND BACKFILL: 5. STOCKPILE EXCAVATED MATERIAL IN AREA DESIGNATED ON SITE AND REMOVE EXCESS MATERIAL NOT BEING USED FROM SITE. 4. REMOVE UNSTABLE AREAS OF SUBGRADE BELOW PIPE TO MINIMUM 24" BELOW PIPE OR TO STABLE MATERIAL. BACKFILL WITH PEA GRAVEL, LIMESTONE SCREENINGS, OR EQUIVALENT AND COMPACT TO DENSITY EQUAL TO REQUIREMENTS FOR SUBSEQUENT BACKFILL MATERIAL. 3. EXCAVATE MINIMUM 4" BELOW BOTTOM OF PIPE IF STONE GREATER THAN 1" OR BEDROCK IS ENCOUNTERED. 2. DO NOT INTERFERE WITHIN 45 DEGREE BEARING SPLAY OF FOUNDATIONS. 1. CUT TRENCHES SUFFICIENTLY WIDE TO ENABLE INSTALLATION AND ALLOW INSPECTION. REMOVE WATER OR MATERIALS THAT INTERFERE WITH WORK. G. EXCAVATING F. ELEVATIONS SHOWN ON THE PLANS ARE SUBJECT TO SUCH REVISIONS AS MAY BE NECESSARY TO FIT FIELD CONDITIONS. E. PROVIDE AND MAINTAIN ALL FENCING, BARRICADES, SIGNS, WARNING LIGHTS, AND/OR OTHER EQUIPMENT NECESSARY TO KEEP ALL EXCAVATION PITS AND TRENCHES AND THE ENTIRE SUBGRADE AREA SAFE UNDER ALL CIRCUMSTANCES AND AT ALL TIMES. NO EXCAVATION SHALL BE LEFT UNATTENDED WITHOUT ADEQUATE PROTECTION. D. MAINTAIN, PROTECT, AND TEMPORARILY SUPPORT ABOVE AND BELOW GRADE UTILITIES WHICH ARE TO REMAIN. C. PROTECT BENCHMARKS, EXISTING STRUCTURES, FENCES, SIDEWALKS, PAVING, AND CURBS FROM EXCAVATING EQUIPMENT AND VEHICULAR TRAFFIC. B. PROTECT TREES, PLANTS, LAWNS, AND OTHER FEATURES REMAINING AS PORTION OF FINAL LANDSCAPING. A. P.C. SHALL EXCAVATE AND BACKFILL TRENCHES FOR PLUMBING WORK. 22 10 00 EXCAVATION AND BACKFILL i. FIELD CUTTING AND GLUING LONGITUDINAL JOINT NOT PERMITTED. h. PROVIDE MANUFACTURER PREFORMED INSULATION OVER VALVES AND FITTINGS g. MAX. FIRE/SMOKE DEVELOPED OF 25/50 PER ASTM E84 FOR UP TO 2" THICK. f. MAX. 0.05 PERM PER ASTM E96 e. MAX. CONTINUOUS TEMPERATURE 220 DEG F d. MAX. 'K' VALUE 0.245 AT 75 DEG F c. DUAL TAPE CLOSURE b. EPDM/PVC BASE ELASTOMERIC FOAM MATERIAL a. MANUFACTURERS: AEROFLEX AEROCEL SSPT, K-FLEX INSUL-LOCK DS, ARMACELL AP/ARMAFLEX BLACK LAPSEAL. 3. PIPE g. ADHERE WITH 100% ADHESIVE COVERAGE, BOTH SURFACES. f. MAX. FIRE/SMOKE DEVELOPED OF 25/50 PER ASTM E84 FOR UP TO 2" THICK. e. MAX. 0.05 PERM PER ASTM E96 d. MAX. CONTINUOUS TEMPERATURE 220 DEG F c. MAX. 'K' VALUE 0.245 AT 75 DEG F b. EPDM/PVC BASE ELASTOMERIC FOAM MATERIAL a. MANUFACTURERS: AEROFLEX AEROCEL, K-FLEX INSUL-SHEET, ARMACELL AP ARMAFLEX. 2. SHEET 1. SEAL BUTT JOINTS WITH ADHESIVE. C. ELASTOMERIC FOAM INSULATION 2). HIGH IMPACT 30 MIL WHITE PVC WITH PRECUT FIBERGLASS INSERTS. MAX TEMP 150 DEG 1). ZESTON 2000/300 SERIES, CEELCO 300 SERIES, PROTO LOSMOKE PVC JACKET g. VALVES, FITTINGS, AND FLANGE COVERS: f. SEMI-RIGID F.G. INSULATION MAY BE USED FOR PIPES 10" AND LARGER. e. COMPRESSIVE STRENGTH AT 10% DEFORMATION 125 LB./S.F. d. MAX 850 DEG F, JACKET MAX 150 DEG F, 0.02 PERM. c. 3.5-5.5 LB./CU.FT., R=4.3 / NOMINAL INCH AT 75 DEG F. b. SINGLE OR DOUBLE ADHESIVE SELF-SEALING LAP SYSTEM FOR LONGITUDINAL JOINT, PRESSURE SENSITIVE BUTT STRIP SEALS, ALL SERVICE JACKET VAPOR BARRIER COVERING. a. O.C. FIBERGLAS PIPE INSULATION, KNAUF EARTHWOOL PIPE INSULATION, JOHNS MANVILLE MICRO-LOK. 1. RIGID PIPING: B. FIBERGLASS (F.G.) INSULATION 5. REPAIR INSULATION ON EXISTING PIPING WHICH IS DAMAGED DUE TO CONNECTING OF NEW PIPING. MAINTAIN EXISTING VAPOR BARRIER INTEGRITY. 4. CONTINUE INSULATION WITHOUT INTERRUPTIONS THROUGH WALLS AND FLOOR PENETRATIONS AND HANGERS. 3. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND MICA PUBLICATION "COMMERCIAL AND INDUSTRIAL STANDARDS", 2011 SEVENTH EDITION. 2. INSULATION, INSULATION SYSTEMS AND JACKETS SHALL MEET UL-723/ASTM E84 REQUIREMENTS OF MAX. FIRE HAZARD CLASSIFICATION OF 25, AND MAX. FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKE DEVELOPED OF 50 WHEN INSTALLED IN RETURN AIR PLENUMS. 1. SEE INSULATION SCHEDULES ON PLANS FOR ADDITIONAL INFORMATION. A. GENERAL 22 07 00 INSULATION i. AT EACH MAJOR PIECE OF EQUIPMENT. h. NEAR EACH VALVE AND CONTROL DEVICE. g. NEAR LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS OR CEILINGS. f. BEHIND ACCESS PANELS AND ALL OTHER ACCESSIBLE POINTS OF SERVICE. e. INSTALL IDENTIFICATION AFTER PIPING AND INSULATION IS COMPLETE TO ENSURE MAXIMUM VISIBILITY OF THE IDENTIFICATION SYSTEM. d. MINIMUM ONE LOCATION PER ROOM. c. LOCATE IDENTIFICATION NOT-TO-EXCEED 25 FEET FOR PIPING ABOVE CEILINGS. b. LOCATE IDENTIFICATION NOT-TO-EXCEED 50 FEET FOR EXPOSED PIPING. a. LOCATE TO FACE GREATEST POINT OF VISIBILITY. ALL ADJACENT LABELS TO BE INSTALLED NEATLY IN A ROW. 4. LOCATIONS 3. IDENTIFY PIPE SERVICE, FLOW DIRECTION, AND PRESSURE. 2. COLOR, OVERALL SIZE AND LETTER HEIGHT SHALL CONFORM TO ASME A13.1- 2007 "SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS". c. SECURE WITH 2" WIDE TAPE WITH ARROWS INDICATING FLOW. b. FLEXIBLE PVC FILM WITH PRESSURE SENSITIVE ACRYLIC ADHESIVE BACKING WITH PRINTED MARKINGS. a. MANUFACTURERS: MARKING SERVICES MS-900, BRADY B-736, SETON OPTI-CODE. 1. INDOOR SELF-ADHESIVE PIPE MARKERS A. PIPE IDENTIFICATION 22 05 53 MECHANICAL IDENTIFICATION G. PROVIDE SUPPORT FOR UTILITY METERS IN ACCORDANCE WITH REQUIREMENTS OF UTILITY COMPANIES. 5. 1-5/8 INCHES WIDE IN VARYING HEIGHTS AND WELDED COMBINATIONS AS REQUIRED TO MEET LOAD CAPACITIES. 4. MANUFACTURER'S STANDARD FINISH OR PLAIN FINISH. 3. COLD FORMED LOW CARBON STEEL METAL FRAMING CHANNEL STRUT: B-LINE TYPE B CHANNEL. 2. INSTALL STRUT IN ACCORDANCE WITH MFMA-102 "GUIDELINES FOR THE USE OF METAL FRAMING"; IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATONS, AND WITH RECOGNIZED INDUSTRY PRACTICES. 1. COMPLY WITH THE LATEST REVISION OF MFMA STANDARDS PUBLICATION NUMBER MFMA-3, "METAL FRAMING STANDARDS PUBLICATION". F. STRUT SYSTEM 5. INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. ADJUST HANGERS TO DISTRIBUTE LOADS EQUALLY ON ATTACHMENTS AND TO PROVIDE INDICATED PIPE SLOPES. a. V BOTTOM CLEVIS HANGER: MSS SP-58 TYPE 1, B-LINE FIGURE B3106 AND FIGURE B3106V PRE-GALVANIZED PLASTIC PIPE SUPPORT CHANNEL FOR PEX PIPING TO INCREASE HANGER SPACING. 4. MATERIALS 3. CONFORM TO ASME B31.9 AND MANUFACTURER'S STANDARDIZATION SOCIETY (MSS) SP-58-2009. 2. SEE SCHEDULE ON PLANS FOR HANGER SPACING. 1. SEE DETAILS ON PLANS FOR ADDITIONAL PIPE HANGER SPECIFICATIONS. E. PIPE HANGERS/SUPPORTS 3. ANCHOR LENGTH SHALL EXCEED DECK DEPTH. 2. ANCHORED TO BOTTOM OF DECK FLUTES, NOT UPPER FLUTE. 1. MAXIMUM HANGER LOAD OF 50 LBS. D. ATTACHMENT TO METAL DECK: HANGERS MAY BE ANCHORED TO METAL FLOOR/ROOF DECK IF ALL THE FOLLOWING CONDITIONS ARE MET: C. HANGERS SHALL NOT BE ATTACHED TO JOIST BRIDGING. B. ANGLES, CHANNELS, AND BEAMS: ASTM A36 AND A572 AS REQUIRED. A. MANUFACTURERS: B-LINE, EMPIRE INDUSTRIES, GLOBAL PIPE HANGER PRODUCTS, GRINNEL, NATIONAL PIPE HANGER, UNI STRUT. 22 05 29 PIPE AND EQUIPMENT HANGERS AND SUPPORTS 6. CALIBRATE FOR ACCURACY. 5. INSTALL WHERE READ FROM NORMAL OPERATING LEVEL. 4. EXTEND NIPPLES TO ALLOW INSULATION CLEARANCE. b. HOT WATER: 0-100 PSIG/ 1 PSIG; 0-160 DEG F/ 2 DEG F. a. COLD WATER: 0-100 PSIG/ 1 PSIG; 0-100 DEG F/ 1 DEG F 3. SCALE RANGES AND MINIMUM INCREMENT AS FOLLOWS: a. GENERAL PURPOSE: TRERICE BX9, ASTM E1, ORGANIC SPIRIT LIQUID FILL, CAST ALUMINUM CASE WITH EPOXY FINISH, CAST ALUMINUM ADJUSTABLE JOINT WITH POSITIVE LOCKING DEVICE, 9" SCALE, 3/4" NPT BRASS STEM, WITH EXTENSIONS AS REQUIRED FOR INSULATION. 2. STEM THERMOMETERS: 1. MANUFACTURERS: TRERICE, U.S. GAUGE, ASHCROFT, MARSH, WEISS, WEKSLER. A. THERMOMETERS 22 05 19 METERS 5. AS-BUILT DRAWINGS SHALL BE MARKED ON A FINAL SET OF DRAWINGS WHICH INCLUDES ALL REVISIONS. 4. PROVIDE PLUMBING EQUIIPMENT OPERATING AND MAINTENANCE MANUALS TO THE OWNER PER IMC 364.0313(3). 3. PROVIDE OPERATING INSTRUCTIONS FOR A TOTAL OF ONE HALF (0.5) HOUR. MAINTAIN A RECORD OF OPERATING INSTRUCTION PERIODS AND OBTAIN OWNER SIGNOFF THAT INSTRUCTIONS HAVE BEEN COMPLETED. 2. REMOVE, CLEAN AND REPLACE AERATORS AFTER FLUSHING WATER PIPING. 1. CLEAN FIXTURES AND EQUIPMENT AND LEAVE IN PROPER WORKING CONDITION AT THE TIME OF FINAL CLEAN-UP. I. PROJECT COMPLETION 4. ESCUTCHEONS REQUIRED IN CABINETS AND CASEWORK. 3. ID TO CLOSELY FIT AROUND PIPE/INSULATION, OD THAT COMPLETELY COVERS THE OPENING. 2. ESCUTCHEONS WITH SPRINGS FOR WALL AND CEILING LOCATIONS. 1. INSTALL ONE-PIECE (TWO PIECE FOR EXISTING PIPING) POLISHED CHROME PLATED STEEL ESCUTCHEONS AT PENETRATIONS EXPOSED IN FINISHED ROOMS (ROOMS WHICH DON'T HAVE UNFINISHED CONCRETE FLOORS). H. ESCUTCHEONS 2. SEALANT CONTRACTOR SHALL PROVIDE SEALANTS AT ALL EXPOSED LOCATIONS IN FINISHED ROOMS. 1. PLUMBING CONTRACTOR SHALL PROVIDE ALL SEALANTS WHERE JOINT IS HIDDEN AND WHERE JOINT IS EXPOSED IN MECHANICAL ROOM. G. SEALANTS 3. WHERE A SLEEVE IS REQUIRED, FURNISH AND INSTALL SLEEVES FOR NEW DRYWALL WALLS AND CONCRETE WALLS AND FLOORS. FURNISH SLEEVES TO THE MASON CONTRACTOR FOR INSTALLATION IN NEW MASONRY WALLS. 2. SEAL OPENING AROUND PIPE WITH A UL APPROVED FIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS THAN THE HOURLY RATING OF THE ASSEMBLY BEING PENETRATED. 1. SLEEVE REQUIRED FOR PENETRATION OF CONCRETE AND MASONRY WALLS AND FLOORS. F. FIRE RATED INTERIOR WALL AND FLOOR PIPE PENETRATIONS 2. P.C. SHALL PROVIDE SAWCUTTING, EXCAVATION, AND BACKFILL OF EXISTING FLOORS AS REQUIRED FOR INSTALLATION OF NEW UNDERGROUND PIPING. P.C. SHALL PROVIDE CONCRETE AND REINFORCING PER FLOOR SLAB SPECIFICATIONS IN REMOVED AREA OF THICKNESS TO MATCH EXISTING (FIELD VERIFY). PROVIDE DOWELS INTO EXISTING FLOOR SLAB. DOWEL DIAMETER SHALL BE MINIMUM ONE EIGHTH OF FLOOR SLAB THICKNESS. DOWEL LENGTH SHALL BE 12" FOR SLABS LESS THAN 6" THICK, 16" FOR SLABS 6-7" THICK, 18" FOR SLABS 8-9" THICK, AND 20" FOR SLABS GREATER THAN 9" THICK. DOWELS SHALL BE SPACED 12" O.C. AND PENETRATION IN EXISTING SLAB SHALL BE HALF THE LENGTH. 1. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR PLUMBING WORK INSTALLATION UNLESS THIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENT SURFACES. CORE DRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE. E. CUTTING AND PATCHING D. COORDINATE INSTALLATION OF PLUMBING WORK WITH THE OTHER CONTRACTORS TO AVOID CONFLICTS WITH OTHER WORK. 1. PERFORM WORK PER ALL LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS HAVING JURISDICTION. C. REGULATORY REQUIREMENTS B. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND REQUIREMENTS. PROVIDE ADDITIONAL WORK AND MATERIALS AS REQUIRED. A. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVE OF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION. 22 05 00 BASIC PLUMBING REQUIREMENTS D. WHERE THE PLUMBING CONTRACTOR IS REQUIRED TO PAINT, THE PAINTING SHALL BE DONE IN ACCORDANCE WITH THE PAINTING PORTION OF THE ARCHITECTURAL SPECIFICATION. C. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE OR INSTALLATION, REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER. B. COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIOR TO PAINTING. P.C. SHALL PAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINE PAINTING. A. PREPARE EXPOSED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES FOR FINISH PAINTING IN ROOMS THAT WILL HAVE CEILING AND STRUCTURE PAINTED. 09 91 00 FINISH AND PAINTING 3. FAILURE TO SUBMIT SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM PROVIDING THE SPECIFIED EQUIPMENT AND MATERIALS. 2. SHOP DRAWINGS SHALL CLEARLY INDICATE SPECIFIC MODEL BEING PROVIDED WHERE CUT SHEETS SHOW MULTIPLE MODELS. 1. SEE SPECIFICATIONS ON T2 SHEETS FOR ADDITIONAL REQUIREMENTS AND SUBMISSION PROCEDURES. C. SHOP DRAWINGS, PRODUCT DATA, TEST RESULTS AND SAMPLE SUBMITTALS: 3. CONTRACTOR SHALL ASSUME ALL COORDINATION RESPONSIBILITIES FOR SUBSTITUTE EQUIPMENT INCLUDING COORDINATION ACROSS TRADES AND COORDINATION OF PREVIOUSLY REVIEWED AND APPROVED SHOP DRAWING SUBMITTALS, SHOULD THESE SHOP DRAWINGS BE AFFECTED BY THE SUBSTITUTED EQUIPMENT. 2. WHERE SUBSTITUTE EQUIPMENT REQUIRES REDESIGN OF ANY PART OF THE PROJECT, THE COST OF REDESIGN AND ADDITIONAL COSTS OF THE WORK SHALL BE PAID BY THE CONTRACTOR. REDESIGN SHALL BE SUBJECT TO THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK INCLUDING THE ARCHITECT/ ENGINEER. 1. CONTRACTOR SHALL PROVIDE ALL SUPPORTING DATA AND ASSUME THE BURDEN OF PROOF THAT ANY SUBSTITUTE IS EQUIVALENT AS TO APPEARANCE, CONSTRUCTION, CAPACITY, AND PERFORMANCE. THE JUDGMENT OF EQUIVALENCY SHALL BE MADE BY THE ENGINEER AT THE TIME OF SHOP DRAWING REVIEW, NOT DURING BIDDING. B. SUBSTITUTIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE TENANT WORK LETTER AND IS TO CLARIFY ANY DISCREPANCIES WITH EXCEL ENGINEERING, INC. PRIOR TO BEGINNING WORK. A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 01 11 00 GENERAL REQUIREMENTS A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 00 72 00 GENERAL CONDITIONS DIVISION 22 PLUMBING HP CW HP HWR HP HW CONNECT TO EXISTING EQUIPMENT BY OTHERS. CONNECTION BY PC HB HOSE BIBB RI ROUGH IN EL ELEVATION IE INVERT ELEVATION X FIXTURE UNIT (WATER SUPPLY OR WASTE) HD-R HUB DRAIN WITH REDUCER FD FLOOR DRAIN OF OVERFLOW DRAIN RD ROOF DRAIN TYP TYPICAL TTS TIGHT TO STRUCTURE BJ TJ BETWEEN JOISTS THRU JOISTS NIC NOT IN CONTRACT PRESSURE GAUGE THERMOMETER UNION PIPING CAP TEST CONNECTION WHA WATER HAMMER ARRESTOR CHECK VALVE HD HUB DRAIN SHUTOFF VALVE BALANCE VALVE HP CW HIGH PRESSURE COLD WATER SUPPLY CW COLD HARD WATER PIPING P P PROCESS SEWER PIPING NP NP NON-POTABLE WATER PIPING SA ST STORM PIPING SANITARY SEWER PIPING OF OVERFLOW CONDUCTOR PIPING V VENT PIPING VTR VENT THRU ROOF AW AW ACID WASTE PIPING AV AV ACID VENT PIPING CLV CLV CLEARWATER VENT PIPING G G GAS PIPING CO CLEAN OUT WCO WALL CLEAN OUT FCO FLOOR CLEAN OUT (FLUSH) BFP BACKFLOW PREVENTER PRV PRESSURE REDUCING VALVE HP HWR HIGH PRESSURE HOT WATER RETURN HP HW HIGH PRESSURE HOT WATER SUPPLY A AIR AIR PIPING SOFT COLD SOFT WATER PIPING GW GW GREASE WASTE PIPING SA ST OF ABBR. MISCELLANEOUS PIPING ACCESSORIES ABBREVIATIONS AFF AFG EC FPC GC HC NTS OC PC WP PIPING FIRE - 1 HOUR FIRE - 3 HOUR FIRE - 2 HOUR FIRE - 4 HOUR SYM. NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. SYM. IDENTIFICATION IDENTIFICATION LEGEND ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ELECTRICAL CONTRACTOR FIRE PROTECTION CONTRACTOR GENERAL CONTRACTOR / CONSTRUCTION MANAGER HVAC CONTRACTOR NOT TO SCALE ON CENTER PLUMBING CONTRACTOR WEATHER PROOF FIRE RATED WALLS ABBR. DETAIL OR SECTION NUMBER SHEET NUMBER S TW TW TEMPERED WATER PIPING CLW CLW CLEARWATER DRAIN PIPING HS HS HIGH STRENGTH PROCESS SEWER PIPING LS LS LOW STRENGTH PROCESS SEWER PIPING 140 HWS 140° HOT WATER PIPING 140 HWR 140° HOT WATER RETURN PIPING 140S 140R HS HS HYDRAULIC SUPPLY PIPING HR HR HYDRAULIC RETURN PIPING NIT NIT NITROGEN PIPING CO2 CO2 CARBON DIOXIDE PIPING HW HOT WATER PIPING HWR HOT WATER RETURN PIPING NP HWR NP HW NP HWR NON-POTABLE HOT WATER RETURN NP HW NON-POTABLE HOT WATER 201 7 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL PRELIMINARY DATES NOT FOR CONSTRUCTION 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/1 /201 8 3:34:42 PM C:\Users\TonyC\Documents\1757840_Plbg_Central_(rvt 2015)_tony.cGCK3T.rvt LEGEND AND SPECIFICATIONS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 700 ● CARMEL, IN 46032 JAN. 31, 2018 P0.1 NUMBER SHEET NAME PLUMBING P0.1 LEGEND AND SPECIFICATIONS P1.1 UNDERGROUND AND FLOOR PLANS P2.0 ISOMETRICS P3.0 DETAILS P4.0 SCHEDULES PLUMBING SPECIFICATIONS SHEET INDEX 03/29/18 Nick Mishler