{"id":28066,"date":"2024-10-17T02:56:12","date_gmt":"2024-10-17T02:56:12","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ny-plumbingcode-10\/"},"modified":"2024-10-24T14:01:03","modified_gmt":"2024-10-24T14:01:03","slug":"ny-plumbingcode-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ny\/ny-plumbingcode-10\/","title":{"rendered":"NY PlumbingCode 10"},"content":{"rendered":"
A fully integrated custom code based on the 2006 International Plumbing Code\u00ae (IPC\u00ae). Provides comprehensive minimum regulations for plumbing facilities in terms of both performance and prescriptive objectives, and provides for the acceptance of new and innovative products, materials and systems. <\/span><\/p>\n Features:<\/p>\n Plumbing Code of New York State<\/b><\/p>\n\n
PDF Catalog<\/h4>\n
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\n PDF Pages<\/th>\n PDF Title<\/th>\n<\/tr>\n \n 1<\/td>\n 2010
\nPLUMBING CODE OF NEW YORK STATE <\/td>\n<\/tr>\n\n 2<\/td>\n COPYRIGHT <\/td>\n<\/tr>\n \n 3<\/td>\n ACKNOWLEDGMENTS
STATE FIRE PREVENTION AND BUILDING CODE COUNCIL
DEPARTMENT OF STATE
PLUMBING\/MECHANICAL\/FUEL GAS CODES TECHNICAL SUBCOMMITTEE <\/td>\n<\/tr>\n\n 4<\/td>\n CONTENT
MARGINAL MARKINGS
LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS <\/td>\n<\/tr>\n\n 5<\/td>\n TABLE OF CONTENTS <\/td>\n<\/tr>\n \n 9<\/td>\n CHAPTER 1 – GENERAL REQUIREMENTS
SECTION 101 – GENERAL
SECTION 102 – APPLICABILITY <\/td>\n<\/tr>\n\n 10<\/td>\n SECTION 103 – MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION
SECTION 104 – SERVICE UTILITIES
SECTION 105 – ADMINISTRATION AND ENFORCEMENT <\/td>\n<\/tr>\n\n 11<\/td>\n CHAPTER 2 – DEFINITIONS
SECTION 201 – GENERAL
SECTION 202 – GENERAL DEFINITIONS <\/td>\n<\/tr>\n\n 19<\/td>\n CHAPTER 3 – GENERAL REGULATIONS
SECTION 301 – GENERAL
SECTION 302 – EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM
SECTION 303 – MATERIALS
SECTION 304 – RODENTPROOFING <\/td>\n<\/tr>\n\n 20<\/td>\n TABLE 303.4 – PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
SECTION 305 – PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS
SECTION 306 – TRENCHING\u201a EXCAVATION AND BACKFILL <\/td>\n<\/tr>\n\n 21<\/td>\n SECTION 307 – STRUCTURAL SAFETY <\/td>\n<\/tr>\n \n 24<\/td>\n SECTION 308 – PIPING SUPPORT <\/td>\n<\/tr>\n \n 25<\/td>\n TABLE 308.5 – HANGER SPACING
SECTION 309 – FLOOD HAZARD RESISTANCE <\/td>\n<\/tr>\n\n 26<\/td>\n SECTION 310 – WASHROOM AND TOILET ROOM REQUIREMENTS
SECTION 311 – TOILET FACILITIES FOR WORKERS
SECTION 312 – TESTS AND INSPECTIONS <\/td>\n<\/tr>\n\n 27<\/td>\n SECTION 313 – EQUIPMENT EFFICIENCIES
SECTION 314 – CONDENSATE DISPOSAL <\/td>\n<\/tr>\n\n 29<\/td>\n CHAPTER 4 – FIXTURES
SECTION 401 – GENERAL
SECTION 402 – FIXTURE MATERIALS
SECTION 403 – MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n\n 30<\/td>\n TABLE 403.1 – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a (See Sections 403.2 and 403.3)
SECTION 404 – ACCESSIBLE PLUMBING FACILITIES
SECTION 405 – INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n\n 31<\/td>\n TABLE 403.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.2 and 403.3) <\/td>\n<\/tr>\n \n 32<\/td>\n FIGURE 405.3.1 – MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n \n 33<\/td>\n SECTION 406 – AUTOMATIC CLOTHES WASHERS
SECTION 407 – BATHTUBS
SECTION 408 – BIDETS
SECTION 409 – DISHWASHING MACHINES
SECTION 410 – DRINKING FOUNTAINS <\/td>\n<\/tr>\n\n 34<\/td>\n SECTION 411 – EMERGENCY SHOWERS AND EYEWASH STATIONS
SECTION 412 – FLOOR AND TRENCH DRAINS
SECTION 413 – FOOD WASTE GRINDER UNITS
SECTION 414 – GARBAGE CAN WASHERS
SECTION 415 – LAUNDRY TRAYS
SECTION 416 – LAVATORIES
SECTION 417 – SHOWERS <\/td>\n<\/tr>\n\n 35<\/td>\n SECTION 418 – SINKS <\/td>\n<\/tr>\n \n 36<\/td>\n SECTION 419 – URINALS
SECTION 420 – WATER CLOSETS
SECTION 421 – WHIRLPOOL BATHTUBS
SECTION 422 – HEALTH CARE FIXTURES AND EQUIPMENT <\/td>\n<\/tr>\n\n 37<\/td>\n SECTION 423 – SPECIALTY PLUMBING FIXTURES
SECTION 424 – FAUCETS AND OTHER FIXTURE FITTINGS <\/td>\n<\/tr>\n\n 38<\/td>\n SECTION 425 – FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
SECTION 426 – MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT
SECTION 427 – FLOOR SINKS
SECTION 428 – SERVICE SINK <\/td>\n<\/tr>\n\n 39<\/td>\n CHAPTER 5 – WATER HEATERS
SECTION 501 – GENERAL
SECTION 502 – INSTALLATION
SECTION 503 – CONNECTIONS <\/td>\n<\/tr>\n\n 40<\/td>\n SECTION 504 – SAFETY DEVICES
SECTION 505 – INSULATION <\/td>\n<\/tr>\n\n 41<\/td>\n CHAPTER 6 – WATER SUPPLY AND DISTRIBUTION
SECTION 601 – GENERAL
SECTION 602 – WATER REQUIRED
SECTION 603 – WATER SERVICE <\/td>\n<\/tr>\n\n 42<\/td>\n SECTION 604 – DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM
TABLE 604.3 – WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS
TABLE 604.4 – MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS <\/td>\n<\/tr>\n\n 43<\/td>\n TABLE 604.5 – MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES
TABLE 604.10.1 – MANIFOLD SIZING
SECTION 605 – MATERIALS\u201a JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n\n 44<\/td>\n TABLE 605.8 – MANUFACTURED PIPE NIPPLES <\/td>\n<\/tr>\n \n 45<\/td>\n TABLE 605.3 – WATER SERVICE PIPE
TABLE 605.4 – WATER DISTRIBUTION PIPE
TABLE 605.5 – PIPE FITTINGS <\/td>\n<\/tr>\n\n 47<\/td>\n SECTION 606 – INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM <\/td>\n<\/tr>\n \n 48<\/td>\n TABLE 606.5.4 – SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS
TABLE 606.5.7 – SIZE OF DRAIN PIPES FOR WATER TANKS <\/td>\n<\/tr>\n\n 49<\/td>\n SECTION 607 – HOT WATER SUPPLY SYSTEM
SECTION 608 – PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n\n 50<\/td>\n TABLE 608.1 – APPLICATION OF BACKFLOW PREVENTERS <\/td>\n<\/tr>\n \n 51<\/td>\n TABLE 608.8.3 – SIZE OF PIPE IDENTIFICATION <\/td>\n<\/tr>\n \n 52<\/td>\n TABLE 608.15.1 – MINIMUM REQUIRED AIR GAPS <\/td>\n<\/tr>\n \n 53<\/td>\n SECTION 609 – HEALTH CARE PLUMBING <\/td>\n<\/tr>\n \n 54<\/td>\n SECTION 610 – DISINFECTION OF POTABLE WATER SYSTEM
SECTION 611 – DRINKING WATER TREATMENT UNITS
SECTION 612 – SOLAR SYSTEMS
SECTION 613 – TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n\n 55<\/td>\n CHAPTER 7 – SANITARY DRAINAGE
SECTION 701 – GENERAL
SECTION 702 – MATERIALS
TABLE 702.1 – ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n\n 56<\/td>\n TABLE 702.2 – UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE 702.3 – BUILDING SEWER PIPE <\/td>\n<\/tr>\n\n 57<\/td>\n TABLE 702.4 – PIPE FITTINGS
SECTION 703 – BUILDING SEWER
SECTION 704 – DRAINAGE PIPING INSTALLATION
TABLE 704.1 – SLOPE OF HORIZONTAL DRAINAGE PIPE
SECTION 705 – JOINTS <\/td>\n<\/tr>\n\n 60<\/td>\n TABLE 705.20 – CAULKING FERRULE SPECIFICATIONS
TABLE 705.21 – SOLDERING BUSHING SPECIFICATIONS
SECTION 706 – CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS <\/td>\n<\/tr>\n\n 61<\/td>\n TABLE 706.3 – FITTINGS FOR CHANGE IN DIRECTION
SECTION 707 – PROHIBITED JOINTS AND CONNECTIONS
SECTION 708 – CLEANOUTS <\/td>\n<\/tr>\n\n 62<\/td>\n SECTION 709 – FIXTURE UNITS
TABLE 709.2 – DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS
SECTION 710 – DRAINAGE SYSTEM SIZING
SECTION 711 – OFFSETS IN DRAINAGE PIPING IN BUILDINGS OFFIVE STORIES OR MORE <\/td>\n<\/tr>\n\n 63<\/td>\n TABLE 709.1 – DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS <\/td>\n<\/tr>\n \n 64<\/td>\n TABLE 710.1(1) – BUILDING DRAINS AND SEWERS
TABLE 710.1(2) – HORIZONTAL FIXTURE BRANCHES AND STACKSa <\/td>\n<\/tr>\n\n 65<\/td>\n SECTION 712 – SUMPS AND EJECTORS <\/td>\n<\/tr>\n \n 66<\/td>\n TABLE 712.4.2 – MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION 713 – HEALTH CARE PLUMBING <\/td>\n<\/tr>\n\n 67<\/td>\n TABLE 713.11.1 – STACK SIZES FOR BEDPAN STEAMERS AND BOILING-TYPE STERILIZERS (Number of Connections of Various Sizes Permitted to Various-sized Sterilizer Vent Stacks)
TABLE 713.11.3 – STACK SIZES FOR PRESSURE STERILIZERS (Number of Connections of Various Sizes Permitted To Various-sized Vent Stacks)
SECTION 714 – COMPUTERIZED DRAINAGE DESIGN <\/td>\n<\/tr>\n\n 68<\/td>\n SECTION 715 – BACKWATER VALVES <\/td>\n<\/tr>\n \n 69<\/td>\n CHAPTER 8 – INDIRECT\/SPECIAL WASTE
SECTION 801 – GENERAL
SECTION 802 – INDIRECT WASTES <\/td>\n<\/tr>\n\n 70<\/td>\n SECTION 803 – SPECIAL WASTES
SECTION 804 – MATERIALS\u201a JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n\n 71<\/td>\n CHAPTER 9 – VENTS
SECTION 901 – GENERAL
SECTION 902 – MATERIALS
SECTION 903 – OUTDOOR VENT EXTENSION
SECTION 904 – VENT TERMINALS <\/td>\n<\/tr>\n\n 72<\/td>\n SECTION 905 – VENT CONNECTIONS AND GRADES
SECTION 906 – FIXTURE VENTS
TABLE 906.1 – MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION 907 – INDIVIDUAL VENT
SECTION 908 – COMMON VENT
TABLE 908.3 – COMMON VENT SIZES
SECTION 909 – WET VENTING <\/td>\n<\/tr>\n\n 73<\/td>\n TABLE 909.3 – WET VENT SIZE
SECTION 910 – WASTE STACK VENT
TABLE 910.4 – WASTE STACK VENT SIZE
SECTION 911 – CIRCUIT VENTING <\/td>\n<\/tr>\n\n 74<\/td>\n SECTION 912 – COMBINATION DRAIN AND VENT SYSTEM
TABLE 912.3 – SIZE OF COMBINATION DRAIN AND VENT PIPE
SECTION 913 – ISLAND FIXTURE VENTING
SECTION 914 – RELIEF VENTS\u2014STACKS OF MORE THAN 10 BRANCH INTERVALS <\/td>\n<\/tr>\n\n 75<\/td>\n SECTION 915 – VENTS FOR STACK OFFSETS
SECTION 916 – VENT PIPE SIZING
TABLE 916.1 – SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS <\/td>\n<\/tr>\n\n 76<\/td>\n TABLE 916.1\u2014continued SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
SECTION 917 – AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n\n 77<\/td>\n TABLE 916.5.1 – SIZE AND LENGTH OF SUMP VENTS
SECTION 918 – ENGINEERED VENT SYSTEMS
EQUATION 9-1 <\/td>\n<\/tr>\n\n 78<\/td>\n TABLE 918.2 – MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES
SECTION 919 – COMPUTERIZED VENT DESIGN <\/td>\n<\/tr>\n\n 79<\/td>\n CHAPTER 10 – TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1001 – GENERAL
SECTION 1002 – TRAP REQUIREMENTS
SECTION 1003 – INTERCEPTORS AND SEPARATORS <\/td>\n<\/tr>\n\n 80<\/td>\n TABLE 1003.3.4.1 – CAPACITY OF GREASE INTERCEPTORS <\/td>\n<\/tr>\n \n 81<\/td>\n SECTION 1004 – MATERIALS\u201a JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n \n 83<\/td>\n CHAPTER 11 – STORM DRAINAGE
SECTION 1101 – GENERAL
SECTION 1102 – MATERIALS
TABLE 1102.4 – BUILDING STORM SEWER PIPE
TABLE 1102.5 – SUBSOIL DRAIN PIPE <\/td>\n<\/tr>\n\n 84<\/td>\n TABLE 1102.7 – PIPE FITTINGS
SECTION 1103 – TRAPS
SECTION 1104 – CONDUCTORS AND CONNECTI
SECTION 1105 – ROOF DRAINS
SECTION 1106 – SIZE OF CONDUCTORS\u201a LEADERS AND STORM DRAINS <\/td>\n<\/tr>\n\n 85<\/td>\n FIGURE 1106.1,100-YEAR, 1-HOUR RAINFALL (INCHES) NEW YORK STATE
TABLE 1106.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS <\/td>\n<\/tr>\n\n 86<\/td>\n TABLE 1106.3 – SIZE OF HORIZONTAL STORM DRAINGE PIPING
SECTION 1107 – SECONDARY (EMERGENCY) ROOF DRAINS
SECTION 1108 – COMBINED SANITARY AND STORM SYSTEM <\/td>\n<\/tr>\n\n 87<\/td>\n TABLE 1106.6 – SIZE OF SEMICIRCULAR ROOF GUTTERS
SECTION 1109 – VALUES FOR CONTINUOUS FLOW
SECTION 1110 – CONTROLLED FLOW ROOF DRAIN SYSTEMS
SECTION 1111 – SUBSOIL DRAINS <\/td>\n<\/tr>\n\n 88<\/td>\n SECTION 1112 – BUILDING SUBDRAINS
SECTION 1113 – SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n\n 89<\/td>\n CHAPTER 12 – SPECIAL PIPING AND STORAGE SYSTEMS
SECTION 1201 – GENERAL
SECTION 1202 – MEDICAL GASES
SECTION 1203 – OXYGEN SYSTEMS <\/td>\n<\/tr>\n\n 91<\/td>\n CHAPTER 13 – REFERENCED STANDARDS
ANSI
APSP
ARI <\/td>\n<\/tr>\n\n 92<\/td>\n ASME <\/td>\n<\/tr>\n \n 93<\/td>\n ASSE <\/td>\n<\/tr>\n \n 94<\/td>\n ASTM <\/td>\n<\/tr>\n \n 96<\/td>\n AWS <\/td>\n<\/tr>\n \n 97<\/td>\n AWWA
CISPI
CSA <\/td>\n<\/tr>\n\n 98<\/td>\n ICC
ISEA <\/td>\n<\/tr>\n\n 99<\/td>\n MSSVFI
NFPA
NSF
NYSDEC
NYSDOH <\/td>\n<\/tr>\n\n 100<\/td>\n PDI
UL <\/td>\n<\/tr>\n\n 101<\/td>\n APPENDIX A – RESERVED <\/td>\n<\/tr>\n \n 103<\/td>\n APPENDIX B – RESERVED <\/td>\n<\/tr>\n \n 105<\/td>\n APPENDIX C – GRAY WATER RECYCLING SYSTEMS
SECTION C101 – GENERAL
FIGURE 1 – GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION <\/td>\n<\/tr>\n\n 106<\/td>\n SECTION C102 – SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
SECTION C103 – SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS <\/td>\n<\/tr>\n\n 107<\/td>\n TABLE C103.8 – LOCATION OF GRAY WATER SYSTEM
TABLE C 103.9.1 – DESIGN LOADING RATE <\/td>\n<\/tr>\n\n 108<\/td>\n TABLE C103.10 – DISTRIBUTION PIPE
FIGURE 2 – GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n\n 109<\/td>\n APPENDIX D – RESERVED <\/td>\n<\/tr>\n \n 111<\/td>\n APPENDIX E – SIZING OF WATER PIPING SYSTEM
SECTION E101 – GENERAL
SECTION E102 – INFORMATION REQUIRED
SECTION E103 – SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n\n 115<\/td>\n TABLE E.1 <\/td>\n<\/tr>\n \n 116<\/td>\n FIGURE E103.3(1) – EXAMPLE\u2014SIZING
TABLE E.2
SECTION E201 – SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n\n 117<\/td>\n TABLE E103.3(1) – RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n \n 118<\/td>\n TABLE E103.3(2) – LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n \n 119<\/td>\n TABLE E103.3(3) – TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n \n 120<\/td>\n TABLE E103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND
TABLE E103.3(4) – LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n\n 121<\/td>\n TABLE E103.3(5) – ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)
TABLE E103.3(6) – PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n\n 122<\/td>\n FIGURE E103.3(3) – FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n \n 123<\/td>\n FIGURE E103.3(4) – FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n \n 124<\/td>\n FIGURE E103.3(5) – FRICTION LOSS IN FAIRLY SMOOTH PIPE <\/td>\n<\/tr>\n \n 125<\/td>\n FIGURE E103.3(6) – FRICTION LOSS IN FAIRLY ROUGH PIPE <\/td>\n<\/tr>\n \n 126<\/td>\n TABLE E201.1 – MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
TABLE E201.1\u2014continued (PRESSURE RANGE 40 to 49 psi) <\/td>\n<\/tr>\n\n 127<\/td>\n TABLE E201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) (PRESSURE RANGE 50 to 60 psi)
TABLE E201.1\u2014continued (PRESSURE RANGE over 60 psi) <\/td>\n<\/tr>\n\n 128<\/td>\n FIGURE E103.3(7) – FRICTION LOSS IN FAIRLY ROUGH PIPE <\/td>\n<\/tr>\n \n 129<\/td>\n APPENDIX F – STRUCTURAL SAFETY
SECTION F101 – CUTTING\u201a NOTCHING AND BORING IN WOOD MEMBERS <\/td>\n<\/tr>\n\n 131<\/td>\n APPENDIX G – VACUUM DRAINAGE SYSTEM
SECTION G101 – VACUUM DRAINAGE SYSTEM <\/td>\n<\/tr>\n\n 133<\/td>\n APPENDIX H – SANITARY DRAINAGE PIPE FITTINGS
FIGURE 706.3(1) – COMPARISON OF DIFFERENT 1 1\/2-INCH LONG SWEEPS FOR VARIOUS PIPING MATERIALS
FIGURE 706.3(2) – COMPARISON OF 3-INCH COMBINATION WYE AND EIGHTH BEND FOR VARIOUS PIPING MATERIALS <\/td>\n<\/tr>\n\n 134<\/td>\n FIGURE 706.3(3) – DRAINAGE PATTERN FITTINGS <\/td>\n<\/tr>\n \n 135<\/td>\n FIGURE 706.3(3)\u2014(continued) DRAINAGE PATTERN FITTINGS
FIGURE 706.3(4) – DIFFERENCE BETWEEN PVC PLASTIC 1\/4-BEND SHORT SWEEP AND 1\/4-BEND VENT <\/td>\n<\/tr>\n\n 136<\/td>\n FIGURE 706.3(5) – BACK-TO-BACK BLOWOUT FIXTURES
FIGURE 706.3(6) – WHEEL INLET FITTINGS
FIGURE 706.3(7) – COMBINATION TEES <\/td>\n<\/tr>\n\n 137<\/td>\n FIGURE 706.3(8) – FITTINGS USES <\/td>\n<\/tr>\n \n 139<\/td>\n INDEX <\/td>\n<\/tr>\n \n 149<\/td>\n MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n \n 150<\/td>\n CODES AND MORE FOR PMG PROFESSIONALS <\/td>\n<\/tr>\n \n 151<\/td>\n SIGNIFICANT CHANGES TO THE IPC\u00ae\/IMC\u00ae\/ IFGC\u00ae, 2006
FLASH CARDS
STUDY COMPANIONS
HELPFUL LINKS <\/td>\n<\/tr>\n\n 152<\/td>\n THE CLEAR LEADER – PMG <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" \n\n
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