NY PlumbingCode 07 2007
$37.65
Plumbing Code of New York State
| Published By | Publication Date | Number of Pages |
| NY | 2007 | 138 |
Based on the 2003 International Plumbing Code®. The Plumbing Code presents consistent requirements that provide comprehensive regulation of plumbing systems, setting minimum regulations for plumbing facilities in terms of both performance and prescriptive objectives. This document provides for the acceptance of new and innovative products, materials and systems.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2007 PLUMBING CODE OF NEW YORK STATE |
| 2 | COPYRIGHT © 2007 |
| 3 | ACKNOWLEDGMENTS |
| 5 | DEDICATED TO RONALD P. LEONE |
| 7 | TABLE OF CONTENTS |
| 11 | CHAPTER 1 – GENERAL REQUIREMENTS SECTION 101 TITLE, SCOPE AND PURPOSE SECTION 102 APPLICABILITY SECTION 103 MATERIALS, EQUIPMENT AND METHODS OFCONSTRUCTION |
| 12 | SECTION 104 SERVICE UTILITIES SECTION 105 ADMINISTRATION AND ENFORCEMENT |
| 13 | CHAPTER 2 – DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 21 | CHAPTER 3 – GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTALTO THE SEWER SYSTEM SECTION 303 MATERIALS SECTION 304 RODENTPROOFING |
| 22 | TABLE 303.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION SECTION 305 PROTECTION OF PIPES ANDPLUMBING SYSTEM COMPONENTS SECTION 306 TRENCHING, EXCAVATION AND BACKFILL |
| 23 | SECTION 307 STRUCTURAL SAFETY |
| 25 | SECTION 308 PIPING SUPPORT TABLE 308.5 HANGER SPACING |
| 26 | SECTION 309 FLOOD HAZARD RESISTANCE SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS |
| 28 | SECTION 313 EQUIPMENT EFFICIENCIES [M] SECTION 314 CONDENSATE DISPOSAL |
| 29 | CHAPTER 4 – FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa(See Sections 403.2 and 403.3) |
| 30 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa(See Sections 403.2 and 403.3) |
| 31 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa(See Sections 403.2 and 403.3 |
| 32 | SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES FIGURE 405.3.1 FIXTURE CLEARANCE |
| 33 | SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES |
| 34 | SECTION 410 DRINKING FOUNTAINS SECTION 411 EMERGENCY SHOWERS ANDEYEWASH STATIONS SECTION 412 FLOOR AND TRENCH DRAINS SECTION 413 FOOD WASTE GRINDER UNITS SECTION 414 GARBAGE CAN WASHERS SECTION 415 LAUNDRY TRAYS |
| 35 | SECTION 416 LAVATORIES SECTION 417 SHOWERS |
| 36 | SECTION 418 SINKS SECTION 419 URINALS SECTION 420 WATER CLOSETS SECTION 421 WHIRLPOOL BATHTUBS SECTION 422 HEALTH CARE FIXTURES AND EQUIPMENT |
| 37 | SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 FAUCETS AND OTHER FIXTURE FITTINGS SECTION 425 FLUSHING DEVICES FOR WATER CLOSETS ANDURINALS |
| 38 | SECTION 426 MANUAL FOOD AND BEVERAGE DISPENSINGEQUIPMENT SECTION 427 FLOOR SINKS SECTION 428 SERVICE SINK |
| 39 | CHAPTER 5 – WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION SECTION 503 CONNECTIONS |
| 40 | SECTION 504 SAFETY DEVICES SECTION 505 INSULATION |
| 41 | CHAPTER 6 – WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED SECTION 603 WATER SERVICE |
| 42 | SECTION 604 DESIGN OF BUILDING WATERDISTRIBUTION SYSTEM TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIAREQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FORPLUMBING FIXTURES AND FIXTURE FITTINGS |
| 43 | TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES TABLE 604.10.1 MANIFOLD SIZING SECTION 605 MATERIALS, JOINTS AND CONNECTIONS |
| 44 | TABLE 605.3 WATER SERVICE PIPE TABLE 605.4 WATER DISTRIBUTION PIPE |
| 45 | TABLE 605.5 PIPE FITTINGS TABLE 605.8 MANUFACTURED PIPE NIPPLES |
| 47 | SECTION 606 INSTALLATION OF THE BUILDINGWATER DISTRIBUTION SYSTEM |
| 48 | TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS |
| 49 | SECTION 607 HOT WATER SUPPLY SYSTEM SECTION 608 PROTECTION OF POTABLE WATER SUPPLY |
| 50 | TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS |
| 51 | TABLE 608.8.3 SIZE OF PIPE IDENTIFICATION |
| 52 | TABLE 608.15.1 MINIMUM REQUIRED AIR GAPS |
| 53 | SECTION 609 HEALTH CARE PLUMBING |
| 54 | SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROLDEVICES AND VALVES |
| 55 | CHAPTER 7 – SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS |
| 56 | TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE |
| 57 | TABLE 702.3 BUILDING SEWER PIPE TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER |
| 58 | SECTION 704 DRAINAGE PIPING INSTALLATION SECTION 705 JOINTS |
| 60 | TABLE 705.18 CAULKING FERRULE SPECIFICATIONS TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGEPIPING AND FITTINGS |
| 61 | TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS |
| 62 | TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS |
| 63 | SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FORFIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING SECTION 711 OFFSETS IN DRAINAGE PIPING INBUILDINGS OF FIVE STORIES OR MORE |
| 64 | TABLE 710.1 (1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKS a |
| 65 | SECTION 712 SUMPS AND EJECTORS TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMPOR SEWAGE EJECTOR |
| 66 | SECTION 713 HEALTH CARE PLUMBING |
| 67 | TABLE 713.11.1 STACK SIZES FOR BEDPAN STEAMERS ANDBOILING-TYPE STERILIZERS TABLE 713.11.3 STACK SIZES FOR PRESSURE STERILIZERS SECTION 714 COMPUTERIZED DRAINAGE DESIGN SECTION 715 BACKWATER VALVES |
| 69 | CHAPTER 8 – INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES |
| 70 | SECTION 803 SPECIAL WASTES SECTION 804 MATERIALS, JOINTS AND CONNECTIONS |
| 71 | CHAPTER 9 – VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 VENT STACKS AND STACK VENTS SECTION 904 VENT TERMINALS |
| 72 | SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 FIXTURE VENTS TABLE 906.1 MAXIMUM DISTANCE OF FIXTURETRAP FROM VENT SECTION 907 INDIVIDUAL VENT SECTION 908 COMMON VENT |
| 73 | TABLE 908.3 COMMON VENT SIZES SECTION 909 WET VENTING TABLE 909.3 WET VENT SIZE SECTION 910 WASTE STACK VENT TABLE 910.4 WASTE STACK VENT SIZE SECTION 911 CIRCUIT VENTING |
| 74 | SECTION 912 COMBINATION DRAIN AND VENT SYSTEM TABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE SECTION 913 ISLAND FIXTURE VENTING |
| 75 | SECTION 914 RELIEF VENTS—STACKS OF MORE THAN10 BRANCH INTERVALS TABLE 916.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS SECTION 915 VENTS FOR STACK OFFSETS |
| 76 | TABLE 916.1—continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS SECTION 916 VENT PIPE SIZING SECTION 917 AIR ADMITTANCE VALVES |
| 77 | TABLE 916.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 918 ENGINEERED VENT SYSTEMS |
| 78 | TABLE 918.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS ANDINDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES SECTION 919 COMPUTERIZED VENT DESIGN |
| 79 | CHAPTER 10 – TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS SECTION 1003 INTERCEPTORS AND SEPARATORS |
| 80 | TABLE 1003.3.4.1 CAPACITY OF GREASE TRAPS |
| 81 | SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS |
| 83 | CHAPTER 11 -STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE TABLE 1102.5 SUBSOIL DRAIN PIPE |
| 84 | TABLE 1102.7 PIPE FITTINGS SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERSAND STORM DRAINS |
| 85 | FIGURE 1106.1 100-YEAR, 1-HOUR RAINFALL (INCHES) NEW YORK STATE |
| 86 | TABLE 1106.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING |
| 87 | TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS SECTION 1107 SECONDARY (EMERGENCY) ROOF DRAINS |
| 88 | SECTION 1108 COMBINED SANITARY AND STORM SYSTEM SECTION 1109 VALUES FOR CONTINUOUS FLOW SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1111 SUBSOIL DRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS |
| 89 | CHAPTER 12 – SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS |
| 91 | CHAPTER 13 – REFERENCED STANDARDS ANSI ARI ASME |
| 92 | ASSE |
| 93 | ASTM |
| 95 | AWS |
| 96 | AWWA CISPI CSA |
| 97 | ICC ISEA MSS |
| 98 | NFPA NSF NYSDEC NYSDH PDI |
| 99 | APPENDIX A – RESERVED |
| 101 | APPENDIX B – RESERVED |
| 103 | APPENDIX C – GRAY WATER RECYCLING SYSTEMS C101 GRAY WATER RECYCLING SYSTEMS |
| 105 | APPENDIX D – RESERVED |
| 107 | APPENDIX E – SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE |
| 109 | FIGURE E103 EXAMPLE-—SIZING |
| 110 | TABLE E101 ARECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
| 111 | TABLE E101 BLOAD VALUES ASSIGNED TO FIXTURESa |
| 112 | TABLE E102 TABLE FOR ESTIMATING DEMAND |
| 113 | TABLE E102—continued TABLE FOR ESTIMATING DEMAND TABLE E103A LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) |
| 114 | TABLE E103B ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.C PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) |
| 115 | FIGURE E103A.1 FRICTION LOSS IN SMOOTH PIPEa(TYPE K, ASTM B 88 COPPER TUBING) |
| 116 | FIGURE E103A.2 FRICTION LOSS IN SMOOTH PIPEa(TYPE L, ASTM B 88 COPPER TUBING) |
| 117 | FIGURE E103A.3 FRICTION LOSS IN SMOOTH PIPEa(TYPE M, ASTM B 88 COPPER TUBING) |
| 118 | FIGURE E103B FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
| 119 | FIGURE E103c FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 120 | FIGURE E103d FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 121 | APPENDIX F – STRUCTURAL SAFETY BORED HOLES IN JOISTS NOTCHES AT ENDS OF JOISTS |
| 123 | APPENDIX G – VACUUM DRAINAGE SYSTEM SECTION G101 VACUUM DRAINAGE SYSTEM |
| 125 | APPENDIX H – SANITARY DRAINAGE PIPE FITTINGS FIGURE 706.3(1) COMPARISON OF DIFFERENT 11/2-INCH LONG SWEEPS FOR VARIOUS PIPING MATERIALS |
| 126 | FIGURE 706.3(2) COMPARISON OF 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIALS |
| 127 | FIGURE 706.3(3) DRAINAGE PATTERN FITTINGS |
| 128 | FIGURE 706.3(3) DRAINAGE PATTERN FITTINGS |
| 129 | FIGURE 706.3(4)DIFFERENCE BETWEEN PVC PLASTIC 1/4-BEND SHORT SWEEP AND 1/4-BEND VENT FIGURE 706.3(5)BACK-TO-BACK BLOWOUT FIXTURES FIGURE 706.3(6)HEEL INLET FITTINGS |
| 130 | FIGURE 706.3(7)COMBINATION TEES FIGURE 706.3(8)FITTING USES |
| 131 | INDEX |
