| Published By | Publication Date | Number of Pages |
| VA | 2022 | 5 |
| Published By | Publication Date | Number of Pages |
| VA | 2021 | 517 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA FIRE CODE© |
| 2 | 2021 VIRGINIA FIRE CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC |
| 10 | TABLE OF CONTENTS |
| 20 | CHAPTER 1 ADMINISTRATION SECTION 101 SCOPE SECTION 102 APPLICABILITY |
| 21 | SECTION 103 INCORPORATION BY REFERENCE SECTION 104 ENFORCEMENT |
| 22 | SECTION 105 ENFORCING AGENCY |
| 23 | SECTION 106 DUTIES AND POWERS OF THE FIRE OFFICIAL SECTION 107 PERMITS AND FEES |
| 24 | TABLE 107.2 OPERATIONAL PERMIT REQUIREMENTS (to be filled in by local jurisdiction) |
| 25 | TABLE 107.2—continued OPERATIONAL PERMIT REQUIREMENTS(to be filled in by local jurisdiction) |
| 26 | TABLE 107.2—continued OPERATIONAL PERMIT REQUIREMENTS(to be filled in by local jurisdiction) |
| 27 | TABLE 107.2—continued OPERATIONAL PERMIT REQUIREMENTS(to be filled in by local jurisdiction) |
| 28 | TABLE 107.2—continued OPERATIONAL PERMIT REQUIREMENTS(to be filled in by local jurisdiction) |
| 29 | TABLE 107.2—continued OPERATIONAL PERMIT REQUIREMENTS(to be filled in by local jurisdiction) |
| 31 | SECTION 108 OPERATIONAL PERMITS |
| 32 | SECTION 109 INSPECTION |
| 33 | SECTION 110 UNSAFE CONDITIONS |
| 34 | SECTION 111 VIOLATIONS SECTION 112 APPEALS |
| 38 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 70 | CHAPTER 3 GENERAL REQUIREMENTS PART II-GENERAL SAFETY PROVISIONS SECTION 301 GENERAL SECTION 302 DEFINITIONS SECTION 303 ASPHALT KETTLES |
| 71 | SECTION 304 COMBUSTIBLE WASTE MATERIAL SECTION 305 IGNITION SOURCES |
| 72 | SECTION 306 MOTION PICTURE PROJECTIONROOMS AND FILM SECTION 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES SECTION 308 OPEN FLAMES |
| 74 | SECTION 309 POWERED INDUSTRIAL TRUCKS AND EQUIPMENT |
| 75 | SECTION 310 SMOKING SECTION 311 VACANT PREMISES |
| 76 | SECTION 312 VEHICLE IMPACT PROTECTION |
| 77 | SECTION 313 FUELED EQUIPMENT SECTION 314 INDOOR DISPLAYS SECTION 315 GENERAL STORAGE |
| 78 | SECTION 316 HAZARDS TO FIRE FIGHTERS |
| 79 | TABLE 315.7.6(1) SEPARATION DISTANCE BETWEEN WOOD PALLET STACKS AND BUILDINGS TABLE 315.7.6(2) SEPARATION DISTANCE BETWEEN PLASTIC PALLET STACKS AND BUILDINGS TABLE 315.7.6(3) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (WOOD PALLETS) TABLE 315.7.6(4) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (PLASTIC PALLETS) |
| 80 | SECTION 317 LANDSCAPED ROOFS SECTION 318 LAUNDRY CARTS SECTION 319 MOBILE FOOD PREPARATION VEHICLES |
| 82 | SECTION 320 ADDITIVE MANUFACTURING (3D PRINTING) |
| 83 | SECTION 321 ARTIFICIAL COMBUSTIBLE VEGETATION |
| 84 | CHAPTER 4 EMERGENCY PLANNING AND PREPAREDNESS SECTION 401 GENERAL SECTION 402 DEFINITIONS SECTION 403 EMERGENCY PREPAREDNESS REQUIREMENTS |
| 90 | SECTION 404 FIRE SAFETY, EVACUATIONAND LOCKDOWN PLANS |
| 91 | SECTION 405 EMERGENCY EVACUATION DRILLS |
| 92 | TABLE 405.3 FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION |
| 93 | SECTION 406 EMPLOYEE TRAINING AND RESPONSE PROCEDURES SECTION 407 HAZARD COMMUNICATION |
| 94 | CHAPTER 5 FIRE SERVICE FEATURES Part III—BUILDING AND EQUIPMENT DESIGN FEATURES SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 FIRE APPARATUS ACCESS ROADS |
| 95 | SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS |
| 96 | SECTION 505 PREMISES IDENTIFICATION SECTION 506 KEY BOXES SECTION 507 FIRE PROTECTION WATER SUPPLIES |
| 97 | SECTION 508 FIRE COMMAND CENTER |
| 98 | SECTION 509 FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS SECTION 510 MAINTENANCE OF IN-BUILDING EMERGENCY COMMUNICATION EQUIPMENT |
| 100 | CHAPTER 6 BUILDING SERVICES AND SYSTEMS SECTION 601 GENERAL SECTION 602 DEFINITIONS SECTION 603 ELECTRICAL EQUIPMENT, WIRINGAND HAZARDS |
| 101 | SECTION 604 ELEVATOR OPERATION, MAINTENANCE AND FIRE SERVICE KEYS |
| 103 | SECTION 605 FUEL-FIRED APPLIANCES |
| 106 | SECTION 606 COMMERCIAL COOKING EQUIPMENT AND SYSTEMS TABLE 606.3.3.1 COMMERCIAL COOKING SYSTEM INSPECTION FREQUENCY SECTION 607 COMMERCIAL COOKING OIL STORAGE |
| 107 | SECTION 608 MECHANICAL REFRIGERATION |
| 109 | TABLE 608.18.2 MINIMUM EXHAUST RATEDeleted SECTION 609 HYPERBARIC FACILITIES SECTION 610 CLOTHES DRYER EXHAUST SYSTEMS |
| 110 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 PENETRATIONS |
| 111 | SECTION 704 JOINTS AND VOIDS SECTION 705 DOOR AND WINDOW OPENINGS SECTION 706 DUCT AND AIR TRANSFER OPENINGS |
| 112 | SECTION 707 CONCEALED SPACES SECTION 708 SPRAY FIRE-RESISTANT MATERIALS AND INTUMESCENT FIRE-RESISTANT MATERIALS |
| 114 | CHAPTER 8 INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 INTERIOR WALL AND CEILING FINISH AND TRIMIN BUILDINGS TABLE 803.3 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY Deleted |
| 115 | SECTION 804 INTERIOR WALL AND CEILING TRIM AND INTERIOR FLOOR FINISH IN BUILDINGS SECTION 805 UPHOLSTERED FURNITURE AND MATTRESSES IN BUILDINGS |
| 118 | SECTION 806 NATURAL DECORATIVE VEGETATION INBUILDINGS SECTION 807 DECORATIVE MATERIALS AND ARTIFICIAL DECORATIVE VEGETATION IN BUILDINGS |
| 120 | SECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN BUILDINGS |
| 122 | CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL |
| 123 | TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS |
| 124 | SECTION 902 DEFINITIONS |
| 125 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 126 | TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA Deleted TABLE 903.2.11.6 ADDITIONAL REQUIRED FIRE PROTECTION SYSTEMS Deleted |
| 127 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 129 | SECTION 905 STANDPIPE SYSTEMS |
| 130 | SECTION 906 PORTABLE FIRE EXTINGUISHERS TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS |
| 131 | TABLE 906.1 – continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS TABLE 906.3(1) FIRE EXTINGUIS HERS FOR CLASS A FIRE HAZARDS |
| 132 | TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCHa |
| 133 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 136 | SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS |
| 138 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 139 | SECTION 911 EXPLOSION CONTROL TABLE 911.1 EXPLOSION CONTROL REQUIREMENTS Deleted SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 140 | SECTION 913 FIRE PUMPS SECTION 914 FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIREMENTS OF USE AND OCCUPANCYDELETED SECTION 915 CARBON MONOXIDE DETECTION |
| 141 | SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS |
| 142 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS |
| 143 | SECTION 1003 GENERAL MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD SECTION 1005 MEANS OF EGRESS SIZING |
| 144 | SECTION 1006 NUMBERS OF EXITS AND EXIT ACCESS DOORWAYS SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION SECTION 1009 ACCESSIBLE MEANS OF EGRESS |
| 145 | SECTION 1010 DOORS, GATES AND TURNSTILES |
| 146 | SECTION 1011 STAIRWAYS |
| 147 | SECTION 1012 RAMPS SECTION 1013 EXIT SIGNS SECTION 1014 HANDRAILS SECTION 1015 GUARDS |
| 148 | SECTION 1016 EXIT ACCESS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1020 CORRIDORS SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS |
| 149 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1024 EXIT PASSAGEWAYS |
| 150 | SECTION 1025 LUMINOUS EGRESS PATH MARKINGS SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1028 EXIT DISCHARGE |
| 151 | SECTION 1029 EGRESS COURTS Section 1030 ASSEMBLY |
| 152 | SECTION 1031 EMERGENCY ESCAPE AND RESCUE SECTION 1032 MAINTENANCE OF THE MEANS OF EGRESS |
| 156 | CHAPTER 11 CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS |
| 158 | CHAPTER 12 ENERGY SYSTEMS SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 EMERGENCY AND STANDBY POWER SYSTEMS |
| 160 | SECTION 1204 PORTABLE GENERATORS SECTION 1205 SOLAR PHOTOVOLTAIC POWER SYSTEMS |
| 161 | FIGURE 1205.4.1(1) LABEL FOR SOLAR PV SYSTEMS THAT REDUCE SHOCK HAZARD WITHIN ARRAY AND SHUT DOWN CONDUCTORS LEAVING ARRAY |
| 162 | FIGURE 1205.4.1(2) LABEL FOR SOLAR PV SYSTEMS THAT ONLY SHUT DOWN CONDUCTORS LEAVING THE ARRAY SECTION 1206 STATIONARY FUEL CELL POWER SYSTEMS |
| 163 | SECTION 1207 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS) TABLE 1207.1.1 ENERGY STORAGE SYSTEM (ESS) THRESHOLD QUANTITIES |
| 166 | TABLE 1207.5 MAXIMUM ALLOWABLE QUANTITIES OF ELECTROCHEMICAL ESS Deleted |
| 167 | TABLE 1207.6 ELECTROCHEMICAL ESS TECHNOLOGY-SPECIFIC REQUIREMENTS Deleted TABLE 1207.7 ELECTROCHEMICAL ESS TECHNOLOGY—SPECIFIC REQUIREMENTS Deleted TABLE 1207.8 OUTDOOR ESS INSTALLATIONS Deleted |
| 168 | TABLE 1207.9 SPECIAL ESS INSTALLATIONS Deleted |
| 169 | TABLE 1207.10 MOBILE ENERGY STORAGE SYSTEMS (ESS) |
| 172 | CHAPTERS 13 through 19 RESERVED |
| 174 | CHAPTER 20 AVIATION FACILITIES PART IV – SPECIAL OCCUPANCIES AND OPERATIONS SECTION 2001 GENERAL SECTION 2002 DEFINITIONS SECTION 2003 GENERAL PRECAUTIONS SECTION 2004 AIRCRAFT MAINTENANCE |
| 175 | SECTION 2005 PORTABLE FIRE EXTINGUISHERS SECTION 2006 AIRCRAFT FUELING |
| 180 | SECTION 2007 HELISTOPS AND HELIPORTS |
| 182 | CHAPTER 21 DRY CLEANING SECTION 2101 GENERAL SECTION 2102 DEFINITIONS SECTION 2103 CLASSIFICATIONS SECTION 2104 GENERAL REQUIREMENTS SECTION 2105 OPERATING REQUIREMENTS |
| 183 | (EQUATION 21-1) SECTION 2106 SPOTTING AND PRETREATING |
| 184 | SECTION 2107 DRY CLEANING SYSTEMS SECTION 2108 FIRE PROTECTION |
| 186 | CHAPTER 22 COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 DUST EXPLOSION PREVENTION TABLE 2203.1 CRITICAL DEPTH LAYER TABLE 2203.3.1.2 MINIMUM CONVEYING VELOCITIES Deleted |
| 188 | SECTION 2204 DUST EXPLOSION SCREENING TESTS Deleted SECTION 2205 STANDARDS |
| 189 | TABLE 2205.1 EXPLOSION PROTECTION STANDARDS |
| 190 | CHAPTER 23 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2301 GENERAL SECTION 2302 DEFINITIONS SECTION 2303 LOCATION OF DISPENSING DEVICES SECTION 2304 DISPENSING OPERATIONS |
| 191 | SECTION 2305 OPERATIONAL REQUIREMENTS |
| 192 | SECTION 2306 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES |
| 193 | TABLE 2306.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS Deleted |
| 196 | SECTION 2307 LIQUEFIED PETROLEUM GAS MOTORFUEL-DISPENSING FACILITIES |
| 198 | SECTION 2308 COMPRESSED NATURAL GAS MOTORFUEL-DISPENSING FACILITIES |
| 199 | TABLE 2308.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 2309 HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES |
| 201 | SECTION 2310 MARINE MOTOR FUEL-DISPENSING FACILITIES |
| 203 | SECTION 2311 REPAIR GARAGES |
| 204 | TABLE 2311.6.2 TEMPERATURE COMPENSATED CYLINDER PRESSURE TABLEa |
| 206 | CHAPTER 24 FLAMMABLE FINISHES SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 PROTECTION OF OPERATIONS |
| 208 | SECTION 2404 SPRAY FINISHING |
| 211 | SECTION 2405 DIPPING OPERATIONS |
| 212 | SECTION 2406 POWDER COATING |
| 213 | SECTION 2407 ELECTROSTATIC APPARATUS |
| 214 | SECTION 2408 ORGANIC PEROXIDES ANDDUAL-COMPONENT COATINGS SECTION 2409 INDOOR MANUFACTURINGOF REINFORCED PLASTICS |
| 215 | SECTION 2410 FLOOR SURFACING AND FINISHING OPERATIONS |
| 216 | CHAPTER 25 FRUIT AND CROP RIPENING SECTION 2501 GENERAL SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 ETHYLENE GAS SECTION 2504 SOURCES OF IGNITION SECTION 2505 COMBUSTIBLE WASTE SECTION 2506 ETHYLENE GENERATORS SECTION 2507 WARNING SIGNS |
| 218 | CHAPTER 26 FUMIGATION AND INSECTICIDAL FOGGING SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FIRE SAFETY REQUIREMENTS |
| 220 | CHAPTER 27 SEMICONDUCTOR FABRICATION FACILITIES SECTION 2701 GENERAL SECTION 2702 DEFINITIONS SECTION 2703 GENERAL SAFETY PROVISIONS |
| 224 | SECTION 2704 STORAGE SECTION 2705 USE AND HANDLING |
| 225 | TABLE 2704.2.2.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a |
| 226 | TABLE 2704.2.2.1—continued QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a |
| 227 | TABLE 2705.2.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATIONd |
| 230 | CHAPTER 28 LUMBER YARDS AND AGRO-INDUSTRIAL, SOLID BIOMASS AND WOODWORKING FACILITIES SECTION 2801 GENERAL SECTION 2802 DEFINITIONS SECTION 2803 GENERAL REQUIREMENTS |
| 231 | SECTION 2804 FIRE PROTECTION SECTION 2805 PLYWOOD, VENEER AND COMPOSITE BOARD MILLS SECTION 2806 LOG STORAGE AREAS SECTION 2807 STORAGE OF WOOD CHIPS AND HOGGED MATERIALS ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES SECTION 2808 STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIALS, FINES, COMPOST, SOLID BIOMASS FEEDSTOCK AND RAW PRODUCT ASSOCIATED WITH YARD WASTE, AGROINDUSTRIAL AND RECYCLING FACILITIES |
| 232 | SECTION 2809 EXTERIOR STORAGE OF FINISHED LUMBER AND SOLID BIOFUEL PRODUCTS |
| 233 | SECTION 2810 OUTDOOR STORAGE OF PALLETS AT PALLET MANUFACTURING AND RECYCLING FACILITIES |
| 234 | CHAPTER 29 MANUFACTURE OF ORGANIC COATINGS SECTION 2901 GENERAL SECTION 2902 DEFINITION SECTION 2903 GENERAL PRECAUTIONS SECTION 2904 ELECTRICAL EQUIPMENT AND PROTECTION |
| 235 | SECTION 2905 PROCESS STRUCTURES SECTION 2906 PROCESS MILLS AND KETTLES SECTION 2907 PROCESS PIPING |
| 236 | SECTION 2908 RAW MATERIALS IN PROCESS AREAS SECTION 2909 RAW MATERIALS AND FINISHED PRODUCTS |
| 238 | CHAPTER 30 INDUSTRIAL OVENS SECTION 3001 GENERAL SECTION 3002 DEFINITIONS SECTION 3003 LOCATION SECTION 3004 FUEL PIPING SECTION 3005 INTERLOCKS SECTION 3006 FIRE PROTECTION SECTION 3007 OPERATION AND MAINTENANCE |
| 240 | CHAPTER 31 TENTS, TEMPORARY SPECIAL EVENT STRUCTURES AND OTHER MEMBRANE STRUCTURES SECTION 3101 GENERAL SECTION 3102 DEFINITIONS SECTION 3103 TEMPORARY TENTS ANDMEMBRANE STRUCTURES |
| 242 | TABLE 3103.12.2 MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES AND TENTS SECTION 3104 TEMPORARY AND PERMANENT TENTS AND MEMBRANE STRUCTURES |
| 243 | SECTION 3105 TEMPORARY SPECIAL EVENT STRUCTURES SECTION 3106 OUTDOOR ASSEMBLY EVENTS |
| 244 | SECTION 3107 OPERATIONAL REQUIREMENTS |
| 246 | TABLE 3107.13.2 LOCATION OF LP-GAS CONTAINERS |
| 248 | CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL SECTION 3202 DEFINITIONS SECTION 3203 COMMODITY CLASSIFICATION |
| 249 | (EQUATION 32-1) (EQUATION 32-2) |
| 250 | TABLE 3203.8 EXAMPLES OF COMMODITY CLASSIFICATION |
| 251 | TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION |
| 252 | TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION |
| 253 | TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION |
| 254 | TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION |
| 255 | TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION |
| 256 | TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION |
| 257 | FIGURE 3203.9(1) EVALUATION OF CARTONED COMMODITIES CONTAINING GROUP A PLASTICS FIGURE 3203.9(2) EVALUATION OF EXPOSED COMMODITIES CONTAINING GROUP A PLASTICS |
| 258 | (EQUATION 32-3) SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS SECTION 3205 HOUSEKEEPING AND MAINTENANCE |
| 259 | SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS Deleted |
| 260 | SECTION 3207 SOLID-PILED AND SHELF STORAGE SECTION 3208 RACK STORAGE SECTION 3209 AUTOMATED STORAGE |
| 261 | SECTION 3210 SPECIALTY STORAGE |
| 262 | CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SECTION 3301 GENERAL SECTION 3302 DEFINITIONS SECTION 3303 OWNER’S RESPONSIBILITYFOR FIRE PROTECTION |
| 263 | SECTION 3304 TEMPORARY HEATING EQUIPMENT SECTION 3305 PRECAUTIONS AGAINST FIRE |
| 264 | SECTION 3306 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 3307 FLAMMABLE GASES |
| 265 | SECTION 3308 EXPLOSIVE MATERIALS SECTION 3309 PORTABLE GENERATORS SECTION 3310 FIRE REPORTING SECTION 3311 ACCESS FOR FIRE FIGHTING SECTION 3312 MEANS OF EGRESS SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION |
| 266 | SECTION 3314STANDPIPES SECTION 3315 AUTOMATIC SPRINKLER SYSTEM SECTION 3316 PORTABLE FIRE EXTINGUISHERS SECTION 3317 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3318 SAFEGUARDING ROOFING OPERATIONS |
| 268 | CHAPTER 34 TIRE REBUILDING AND TIRE STORAGE SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 TIRE REBUILDING SECTION 3404 PRECAUTIONS AGAINST FIRE SECTION 3405 OUTDOOR STORAGE |
| 269 | SECTION 3406 FIRE DEPARTMENT ACCESS SECTION 3407 FENCING SECTION 3408 FIRE PROTECTION SECTION 3409 INDOOR STORAGE ARRANGEMENT |
| 270 | CHAPTER 35 WELDING AND OTHER HOT WORK SECTION 3501 GENERAL SECTION 3502 DEFINITIONS SECTION 3503 GENERAL REQUIREMENTS SECTION 3504 FIRE SAFETY REQUIREMENTS |
| 271 | SECTION 3505 GAS WELDING AND CUTTING |
| 272 | SECTION 3506 ELECTRIC ARC HOT WORK SECTION 3507 CALCIUM CARBIDE SYSTEMS SECTION 3508 ACETYLENE GENERATORS SECTION 3509 PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN |
| 273 | SECTION 3510 HOT WORK ON FLAMMABLE AND COMBUSTIBLE LIQUID STORAGE TANKS |
| 274 | CHAPTER 36 MARINAS SECTION 3601S COPE SECTION 3602 DEFINITIONS SECTION 3603 GENERAL PRECAUTIONS SECTION 3604 FIRE PROTECTION EQUIPMENT |
| 275 | SECTION 3605 MARINE MOTOR FUEL-DISPENSING FACILITIES |
| 276 | CHAPTER 37 COMBUSTIBLE FIBERS SECTION 3701 GENERAL SECTION 3702 DEFINITIONS SECTION 3703 GENERAL PRECAUTIONS SECTION 3704 LOOSE FIBER STORAGE |
| 277 | SECTION 3705 BALED STORAGE |
| 278 | CHAPTER 38 HIGHER EDUCATION LABORATORIES SECTION 3801 GENERAL SECTION 3802 DEFINITIONS SECTION 3803 GENERAL SAFETY PROVISIONS SECTION 3804 LABORATORY SUITE CONSTRUCTION |
| 279 | TABLE 3804.1.1 DESIGN AND NUMBER OF LABORATORYSUITES PER FLOOR Deleted SECTION 3805 NONSPRINKLERED LABORATORIES |
| 280 | TABLE 3805.4 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING NONSPRINKLERED LABORATORIES Deleted SECTION 3806 EXISTING SPRINKLERED LABORATORIES TABLE 3806.2.1 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING SPRINKLERED LABORATORIES Deleted |
| 282 | CHAPTER 39 PROCESSING AND EXTRACTION FACILITIES SECTION 3901 GENERAL SECTION 3902 DEFINITIONS SECTION 3903 PROCESSING AND EXTRACTION SECTION 3904 SYSTEMS AND EQUIPMENT SECTION 3905 SAFETY SYSTEMS |
| 284 | CHAPTER 40 STORAGE OF DISTILLED SPIRITS AND WINES SECTION 4001 GENERAL SECTION 4002 DEFINITIONS SECTION 4003 PRECAUTIONS AGAINST FIRE SECTION 4004 STORAGE |
| 285 | SECTION 4005 FIRE PROTECTION SECTION 4006 SIGNAGE |
| 286 | CHAPTERS 41 through 49 RESERVED |
| 288 | CHAPTER 50 HAZARDOUS MATERIALS—GENERAL PROVISIONS PART V – HAZARDOUS MATERIALS SECTION 5001 GENERAL |
| 292 | SECTION 5002 DEFINITIONS SECTION 5003 GENERAL REQUIREMENTS TABLE 5003.1.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD Deleted TABLE 5003.1.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD Deleted |
| 294 | TABLE 5003.1.1(3) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL AREA |
| 295 | TABLE 5003.1.1(4) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREA |
| 297 | TABLE 5003.8.2 DETACHED BUILDING REQUIRED Deleted |
| 300 | TABLE 5003.11.1 MAXIMUM ALLOWABLE QUANTITY PER OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES—NONFLAMMABLE SOLIDS, NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS |
| 301 | SECTION 5004 STORAGE |
| 302 | TABLE 5003.12 OUTDOOR SEPARATION |
| 303 | SECTION 5005 USE, DISPENSING AND HANDLING |
| 305 | TABLE 5005.2.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE Deleted |
| 306 | TABLE 5004.2.2 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE |
| 308 | CHAPTER 51 AEROSOLS SECTION 5101 GENERAL SECTION 5102 DEFINITIONS SECTION 5103 CLASSIFICATION OF AEROSOL PRODUCTS TABLE 5103.1 CLASSIFICATION OF AEROSOL PRODUCTS SECTION 5104 INSIDE STORAGE OF AEROSOL PRODUCTS |
| 309 | TABLE 5104.3.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES Deleted TABLE 5104.3.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS INGENERAL PURPOSE WAREHOUSES Deleted TABLE 5104.3.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES |
| 310 | TABLE 5104.7 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL STORAGE AREAS Deleted SECTION 5105 OUTSIDE STORAGE TABLE 5105.1 DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS SECTION 5106 RETAIL DISPLAY TABLE 5106.2.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL DISPLAY AREAS Deleted |
| 311 | TABLE 5106.4 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREASADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOLPRODUCTS AND PLASTIC AEROSOL 3 PRODUCTSDeleted SECTION 5107 MANUFACTURING FACILITIES |
| 312 | CHAPTER 52 RESERVED |
| 314 | CHAPTER 53 COMPRESSED GASES SECTION 5301 GENERAL SECTION 5302 DEFINITIONS SECTION 5303 GENERAL REQUIREMENTS |
| 317 | SECTION 5304 STORAGE OF COMPRESSED GASES SECTION 5305 USE AND HANDLING OF COMPRESSED GASES |
| 318 | SECTION 5306 MEDICAL GASES SECTION 5307 COMPRESSED GASESNOT OTHERWISE REGULATED |
| 320 | CHAPTER 54 CORROSIVE MATERIALS SECTION 5401 GENERAL SECTION 5402 DEFINITION SECTION 5403 GENERAL REQUIREMENTS SECTION 5404 STORAGE SECTION 5405 USE |
| 322 | CHAPTER 55 CRYOGENIC FLUIDS SECTION 5501 GENERAL SECTION 5502 DEFINITIONS SECTION 5503 GENERAL REQUIREMENTS |
| 324 | SECTION 5504 STORAGE TABLE 5504.3.1.1 SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS |
| 325 | TABLE 5504.3.1.2.1 SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS SECTION 5505 USE AND HANDLING |
| 328 | CHAPTER 56 EXPLOSIVES AND FIREWORKS SECTION 5601 GENERAL |
| 332 | TABLE 5601.8.1(1) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.1, 1.2 AND 1.5 EXPLOSIVESa TABLE 5601.8.1(2) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.3 EXPLOSIVESa TABLE 5601.8.1(3) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.4 EXPLOSIVESa |
| 333 | SECTION 5602 DEFINITIONS |
| 334 | SECTION 5603 RECORD KEEPING AND REPORTING SECTION 5604 EXPLOSIVE MATERIALS STORAGE AND HANDLING |
| 335 | TABLE 5604.3 STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA |
| 336 | TABLE 5604.5.2(1) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a |
| 337 | TABLE 5604.5.2(1)—continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a |
| 338 | TABLE 5604.5.2(2) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARDa TABLE 5604.5.2(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4c |
| 340 | SECTION 5605 MANUFACTURE, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS |
| 341 | TABLE 5605.3 MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES(ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES—DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARDDeleted |
| 343 | SECTION 5606 SMALL ARMS AMMUNITION AND SMALL ARMS AMMUNITION COMPONENTS |
| 345 | SECTION 5607 BLASTING |
| 346 | FORM 5607.16 BLAST (SHOT) RECORD |
| 347 | FORM 5607.16—continued BLAST (SHOT) RECORD |
| 348 | FORM 5607.16—continued BLAST (SHOT) RECORD SECTION 5608 FIREWORKS DISPLAY |
| 349 | Table 5608.4 DISTANCES FOR OUTDOOR FIREWORKS DISPLAY SITES: MINIMUM SEPARATION DISTANCES FROM MORTARS TO SPECTATORS FOR LAND AND WATER DISPLAYS |
| 350 | SECTION 5609 TEMPORARY STORAGE OF CONSUMER FIREWORKS |
| 352 | CHAPTER 57 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5701 GENERAL SECTION 5702 DEFINITIONS |
| 353 | SECTION 5703 GENERAL REQUIREMENTS TABLE 5703.1.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONS Deleted TABLE 5703.6.2 PIPING STANDARDS Deleted |
| 354 | SECTION 5704 STORAGE |
| 361 | TABLE 5704.3.4.1 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIESDeleted TABLE 5704.3.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA |
| 362 | TABLE 5704.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES |
| 363 | TABLE 5704.3.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES |
| 364 | TABLE 5704.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKSa |
| 365 | TABLE 5704.3.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETS |
| 366 | TABLE 5704.3.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY |
| 367 | TABLE 5704.3.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa TABLE 5704.3.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS OF 1-GALLON CAPACITY OR LESSWITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAYa |
| 368 | TABLE 5704.3.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS TABLE 5704.4.2 OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS |
| 370 | SECTION 5705 DISPENSING, USE, MIXING AND HANDLING |
| 371 | TABLE 5705.3.4(1) SEPARATION OF PROCESSING VESSELS FROM LOT LINES TABLE 5705.3.4(2) REFERENCE TABLE FOR USE WITH TABLE 5705.3.4 |
| 374 | TABLE 5705.3.8.2 MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING FLAMMABLE AND COMBUSTIBLELIQUIDS IN OUTDOOR CONTROL AREAS |
| 375 | SECTION 5706 SPECIAL OPERATIONS |
| 384 | SECTION 5707 ON-DEMAND MOBILE FUELING OPERATIONS |
| 386 | CHAPTER 58 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS SECTION 5801 GENERAL SECTION 5802 DEFINITIONS SECTION 5803 GENERAL REQUIREMENTS |
| 387 | SECTION 5804 STORAGE SECTION 5806 FLAMMABLE CRYOGENIC FLUIDS |
| 388 | SECTION 5807 METAL HYDRIDE STORAGE SYSTEMS |
| 389 | SECTION 5808 HYDROGEN FUEL GAS ROOMS |
| 390 | CHAPTER 59 FLAMMABLE SOLIDS SECTION 5901 GENERAL SECTION 5902 DEFINITIONS SECTION 5903 GENERAL REQUIREMENTS SECTION 5904 STORAGE SECTION 5905 USE SECTION 5906 MAGNESIUM |
| 394 | CHAPTER 60 HIGHLY TOXIC AND TOXIC MATERIALS SECTION 6001 GENERAL SECTION 6002 DEFINITIONS SECTION 6003 HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS |
| 395 | SECTION 6004 HIGHLY TOXIC AND TOXIC COMPRESSED GASES |
| 398 | TABLE 6004.2.2.7.5 RATE OF RELEASE FOR CYLINDERS AND PORTABLE TANKS |
| 399 | SECTION 6005 OZONE GAS GENERATORS |
| 400 | CHAPTER 61 LIQUEFIED PETROLEUM GASES SECTION 6101 GENERAL SECTION 6102 DEFINITIONS SECTION 6103 USE OF EQUIPMENT |
| 401 | SECTION 6104 LOCATION OF LP-GAS CONTAINERS TABLE 6104.3 LOCATION OF LP-GAS CONTAINERSDeleted SECTION 6105 PROHIBITED USE OF LP-GAS SECTION 6106 DISPENSING AND OVERFILLING SECTION 6107 SAFETY PRECAUTIONS AND DEVICES |
| 402 | SECTION 6108 FIRE PROTECTION SECTION 6109 STORAGE OF PORTABLE LP-GAS CONTAINERS AWAITING USE OR RESALE |
| 403 | SECTION 6110 LP-GAS CONTAINERS NOT IN SERVICE SECTION 6111 PARKING AND GARAGING OF LP-GAS TANK VEHICLES |
| 404 | TABLE 6109.12 SEPARATION FROM EXPOSURES OF LP-GAS CONTAINERS AWAITING USE, RESALE OR EXCHANGE STORED OUTSIDE OF BUILDINGS |
| 406 | CHAPTER 62 ORGANIC PEROXIDES SECTION 6201 GENERAL SECTION 6202 DEFINITION SECTION 6203 GENERAL REQUIREMENTS SECTION 6204 STORAGE |
| 407 | TABLE 6204.1.2 ORGANIC PEROXIDES-DISTANCE TO EXPOSURES FROM OUTDOOR STORAGE AREAS TABLE 6204.1.7 STORAGE OF ORGANIC PEROXIDES |
| 408 | SECTION 6205 USE |
| 410 | CHAPTER 63 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS SECTION 6301 GENERAL SECTION 6302 DEFINITIONS SECTION 6303 GENERAL REQUIREMENTS |
| 411 | TABLE 6303.1.4 OUTDOOR STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS SECTION 6304 STORAGE TABLE 6304.1.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS Deleted TABLE 6304.1.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS Deleted TABLE 6304.1.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS Deleted |
| 412 | TABLE 6304.2.1 OXIDIZER GASES—DISTANCE FROM STORAGE TO EXPOSURESa TABLE 6304.2.2(1) OUTDOOR STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.2.2(2) OUTDOOR STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.2.2(3) OUTDOOR STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS SECTION 6305 USE SECTION 6306 LIQUID OXYGEN IN HOME HEALTH CARE |
| 416 | CHAPTER 64 PYROPHORIC MATERIALS USECTION 6401 GENERAL SECTION 6402 DEFINITION SECTION 6403 GENERAL REQUIREMENTS SECTION 6404 STORAGE |
| 417 | TABLE 6404.2.1 PYROPHORIC GASES—DISTANCE FROM STORAGE TO EXPOSURESa SECTION 6405 USE |
| 418 | CHAPTER 65 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 6501 GENERAL SECTION 6502 DEFINITIONS SECTION 6503 GENERAL REQUIREMENTS SECTION 6504 STORAGE AND HANDLING |
| 420 | CHAPTER 66 UNSTABLE (REACTIVE) MATERIALS SECTION 6601 GENERAL SECTION 6602 DEFINITION SECTION 6603 GENERAL REQUIREMENTS SECTION 6604 STORAGE |
| 421 | SECTION 660 5 USE |
| 422 | CHAPTER 67 WATER-REACTIVE SOLIDS AND LIQUIDS SECTION 6701 GENERAL SECTION 6702 DEFINITION SECTION 6703 GENERAL REQUIREMENTS SECTION 6704 STORAGE |
| 423 | SECTION 6705 USE |
| 424 | CHAPTERS 68 through 79 RESERVED |
| 426 | CHAPTER 80 REFERENCED STANDARDS PART VI – REFERENCED STANDARDS AASHTO AFSI ANSI API |
| 427 | ASHRAE ASME ASSP |
| 428 | ASTM |
| 429 | BHMA CA CGA |
| 430 | CGR CPSC CSA DOC DOL |
| 431 | DOTn DOTy EN FM |
| 432 | ICC |
| 433 | IIAR IKECA ISO NEMA NFPA |
| 438 | UL |
| 440 | USC |
| 442 | APPENDIX A BOARD OF APPEALS DELETED |
| 444 | APPENDIX B FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B101 GENERAL SECTION B102 DEFINITIONS SECTION B103 MODIFICATIONS SECTION B104 FIRE-FLOW CALCULATION AREA SECTION B105 FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B106 REFERENCED STANDARDS TABLE B106.1 REFERENCED STANDARDS |
| 445 | TABLE B105.1(1) REQUIRED FIRE FLOW FOR ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES TABLE B105.1(2) REFERENCE TABLE FOR TABLES B105.1(1) AND B105.2 |
| 446 | TABLE B105.2 REQUIRED FIRE FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES |
| 448 | APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION SECTION C101 GENERAL SECTION C102 NUMBER OF FIRE HYDRANTS TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTSh SECTION C103 FIRE HYDRANT SPACING SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS |
| 449 | SECTION C105 REFERENCED STANDARD TABLE C105.1 REFERENCED STANDARD |
| 450 | APPENDIX D FIRE APPARATUS ACCESS ROADS SECTION D101 GENERAL SECTION D102 REQUIRED ACCESS SECTION D103 MINIMUM SPECIFICATIONS TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND |
| 451 | FIGURE D103.6 FIRE LANE SIGNS SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS |
| 452 | SECTION D106 MULTIPLE-FAMILY RESIDENTIALDEVELOPMENTS SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D108 REFERENCED STANDARDS TABLE D108.1 REFERENCED STANDARDS |
| 454 | APPENDIX E HAZARD CATEGORIES SECTION E101 GENERAL SECTION E102 HAZARD CATEGORIES |
| 458 | SECTION E103 EVALUATION OF HAZARDS |
| 459 | SECTION E104 REFERENCED STANDARDS TABLE E104.1 REFERENCED STANDARDS |
| 460 | APPENDIX F HAZARD RANKING SECTION F101 GENERAL SECTION F102 REFERENCED STANDARDS TABLE F102.1 REFERENCED STANDARDS |
| 461 | TABLE F101.2 FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES |
| 462 | APPENDIX G CRYOGENIC FLUIDS—WEIGHT AND VOLUME EQUIVALENTS SECTION G101 GENERAL |
| 463 | TABLE G101.2 WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS |
| 464 | APPENDIX H HAZARDOUS MATERIALS MANAGEMENT PLAN (HMMP) AND HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INSTRUCTIONS SECTION H101 HMMP SECTION H102 HMIS |
| 465 | SECTION H103 EMERGENCY PLAN SECTION H104 SECURITY SECTION H105 REFERENCED STANDARDS TABLE H105.1 REFERENCED STANDARDS |
| 466 | FIGURE H101.1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION |
| 467 | FIGURE H101.2 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION |
| 468 | FIGURE H101.3 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION PART C—FACILITY MAP |
| 469 | FIGURE H102.1 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INVENTORY REPORT(Sort Products Alphabetically by Location of Product and Then Alphabetically by Product Name) |
| 470 | TABLE H102.1 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) SUMMARY REPORTa (Storageb Conditions) |
| 471 | FIGURE H103.1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION III: EMERGENCY PLAN |
| 472 | APPENDIX I FIRE PROTECTION SYSTEMS—NONCOMPLIANT CONDITIONS SECTION I101 NONCOMPLIANT CONDITIONS |
| 473 | SECTION I102 REFERENCED STANDARDS TABLE I102.1 REFERENCED STANDARDS |
| 474 | APPENDIX J BUILDING INFORMATION SIGN SECTION J101 GENERAL FIGURE J101.1.3 EXAMPLE OF COMPLETED BUILDING INFORMATION SIGN |
| 475 | SECTION J102 REFERENCED STANDARDS TABLE J102.1 REFERENCED STANDARDS |
| 476 | APPENDIX K CONSTRUCTION REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES Deleted |
| 478 | APPENDIX L REQUIREMENTS FOR FIRE FIGHTER AIR REPLENISHMENT SYSTEMS DELETED |
| 480 | APPENDIX M HIGH-RISE BUILDINGS—RETROACTIVE AUTOMATIC SPRINKLER REQUIREMENT DELETED |
| 482 | APPENDIX N INDOOR TRADE SHOWS AND EXHIBITIONS DELETED |
| 484 | INDEX |
| 514 | ICC LEARNING CENTER |
| 515 | ICC HELPFUL TOOLS |
| Published By | Publication Date | Number of Pages |
| VA | 2021 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA RESIDENTIAL CODE© |
| 2 | 2021 VIRGINIA RESIDENTIAL CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 10 | TABLE OF CONTENTS |
| 20 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 21 | SECTION 102 PURPOSE AND SCOPE |
| 22 | SECTION 103 APPLICATION OF CODE |
| 24 | SECTION 104 ENFORCEMENT, GENERALLY |
| 25 | SECTION 105 LOCAL BUILDING DEPARTMENT |
| 26 | SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT |
| 29 | SECTION 109 CONSTRUCTION DOCUMENTS SECTION 110 PERMITS |
| 31 | SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIAL AND EQUIPMENT |
| 34 | SECTION 113 INSPECTIONS |
| 35 | SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS |
| 36 | SECTION 116 CERTIFICATES OF OCCUPANCY |
| 37 | SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION SECTION 118 BUILDINGS OR STRUCTURES THAT BECOME A THREAT TO PUBLIC SAFETY DURING CONSTRUCTION |
| 38 | SECTION 119 APPEALS |
| 42 | CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS |
| 60 | CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA |
| 62 | TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 63 | FIGURE R301.2(1) WEATHERING PROBABILITY MAP FOR CONCRETEa |
| 64 | FIGURE R301.2(2) ULTIMATE DESIGN WIND SPEEDS |
| 65 | FIGURE R301.2(3) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES |
| 66 | FIGURE R301.2(4) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES |
| 67 | FIGURE R301.2.1 COMPONENT AND CLADDING PRESSURE ZONES |
| 68 | TABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) |
| 69 | TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf |
| 70 | TABLE R301.2.1(1)—continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) |
| 71 | TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR Table R301.2.1(1) TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa TABLE R301.2.1.3 WIND SPEED CONVERSIONSa |
| 72 | FIGURE R301.2.1.1 REGIONS WHERE WIND DESIGN IS REQUIRED |
| 74 | TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa, FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED |
| 75 | FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION |
| 76 | FIGURE R301.2.2.1(1) SEISMIC DESIGN CATEGORIES—ALASKAa |
| 77 | FIGURE R301.2.2.1(2) SEISMIC DESIGN CATEGORIES—HAWAIIa |
| 78 | FIGURE R301.2.2.1(3) SEISMIC DESIGN CATEGORIES—PUERTO RICOa |
| 79 | FIGURE R301.2.2.1(4) SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa |
| 80 | FIGURE R301.2.2.1(5) SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 81 | FIGURE R301.2.2.1(6) SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 82 | FIGURE R301.2.2.1.1(1) ALTERNATE SEISMIC DESIGN CATEGORIES—ALASKAa |
| 83 | FIGURE R301.2.2.1.1(2) ALTERNATE SEISMIC DESIGN CATEGORIES—HAWAIIa |
| 84 | FIGURE R301.2.2.1.1(3) ALTERNATE SEISMIC DESIGN CATEGORIES—PUERTO RICOa |
| 85 | FIGURE R301.2.2.1.1(4) ALTERNATE SEISMIC DESIGN CATEGORIES—NORTHERN MARIANA ISLANDS AND AMERICAN SAMOAa |
| 86 | FIGURE R301.2.2.1.1(5) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 87 | FIGURE R301.2.2.1.1(6) ALTERNATE SEISMIC DESIGN CATEGORIES—UNITED STATESa |
| 88 | TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION |
| 91 | TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot |
| 92 | TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb SECTION R302 FIRE-RESISTANT CONSTRUCTION |
| 93 | TABLE R302.1(1) EXTERIOR WALLS TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS |
| 96 | TABLE R302.6 DWELLING-GARAGE SEPARATION |
| 98 | SECTION R303 LIGHT, VENTILATION AND HEATING |
| 99 | SECTION R304 MINIMUM ROOM AREAS |
| 100 | SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING |
| 101 | FIGURE R307.1 MINIMUM FIXTURE CLEARANCES |
| 102 | TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 104 | FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS |
| 105 | SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 107 | SECTION R311 MEANS OF EGRESS |
| 110 | SECTION R312 GUARDS AND WINDOW FALL PROTECTION |
| 111 | SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS |
| 112 | SECTION R315 CARBON MONOXIDE ALARMS |
| 113 | SECTION R316 FOAM PLASTIC |
| 115 | SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY |
| 116 | SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 117 | SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION |
| 118 | FIGURE R318.4TERMITE INFESTATION PROBABILITY MAP |
| 122 | SECTION R323 STORM SHELTERS SECTION R324 SOLAR ENERGY SYSTEMS |
| 124 | SECTION R325 MEZZANINES SECTION R326 HABITABLE ATTICS SECTION R327 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R328 ENERGY STORAGE SYSTEMS |
| 125 | SECTION R329 STATIONARY ENGINE GENERATORS SECTION R330 STATIONARY FUEL CELL POWER SYSTEMS SECTION R331 RADON-RESISTANT CONSTRUCTION SECTION R332 PATIO COVERS SECTION R333 SOUND TRANSMISSION |
| 126 | SECTION R334 FIRE EXTINGUISHERS SECTION R335 INTERIOR PASSAGE SECTION R336 TINY HOUSES |
| 128 | CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SECTION R402 MATERIALS |
| 129 | TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS |
| 131 | TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches) |
| 132 | TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAMECONSTRUCTION WITH BRICK VENEER OR LATH AND PLASTER (inches) |
| 133 | TABLE R403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACECONCRETE OR PARTIALLY GROUTED MASONRY WALL CONSTRUCTION (inches) |
| 134 | FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SEISMIC DESIGN CATEGORIES A, B AND Ca |
| 135 | FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 137 | FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2 |
| 139 | FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES |
| 140 | FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 141 | FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 142 | FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE |
| 143 | TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa TABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 144 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 145 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 146 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 147 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY |
| 148 | TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY SECTION R404 FOUNDATION AND RETAINING WALLS |
| 149 | TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS |
| 150 | FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING |
| 151 | TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa |
| 152 | TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf |
| 153 | TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa |
| 154 | TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa |
| 155 | TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa |
| 156 | TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb |
| 157 | TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLSb |
| 158 | TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLSb |
| 159 | TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb |
| 160 | TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS |
| 161 | TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb |
| 162 | TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLSb |
| 163 | TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEELa |
| 168 | FIGURE R404.1.5.3 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 169 | TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure |
| 170 | SECTION R405 FOUNDATION DRAINAGE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 171 | TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 172 | SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE |
| 174 | CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING |
| 175 | FIGURE R502.2 FLOOR CONSTRUCTION |
| 176 | TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 177 | TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 178 | TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 179 | TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 180 | TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h(Floor live load ≤ 40 psf, roof live load ≤ 20 psf) |
| 181 | TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY |
| 182 | FIGURE R502.8CUTTING, NOTCHING AND DRILLING |
| 183 | SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDEDPLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa |
| 184 | TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT SECTION R504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) |
| 185 | SECTION R505 COLD-FORMED STEEL FLOOR FRAMING |
| 186 | TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS |
| 187 | TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION |
| 188 | FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION |
| 189 | FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION |
| 190 | FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL |
| 191 | FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS |
| 192 | TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANSa |
| 193 | FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) |
| 194 | FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS SECTION R506 CONCRETE FLOORS (ON GROUND) |
| 195 | FIGURE R505.3.4(2) BEARING STIFFENER FIGURE R505.3.7 TRACK SPLICE |
| 196 | FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING |
| 197 | FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING |
| 198 | SECTION R507 EXTERIOR DECKS |
| 199 | TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKSa FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION |
| 200 | TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS |
| 201 | TABLE R507.4 DECK POST HEIGHT |
| 202 | TABLE R507.4—continued DECK POST HEIGHT |
| 203 | FIGURE R507.5 TYPICAL DECK JOIST SPANS |
| 204 | TABLE R507.5(1) MAXIMUM DECK BEAM SPAN—40 PSF LIVE LOADc |
| 205 | TABLE R507.5(2) MAXIMUM DECK BEAM SPAN—50 PSF GROUND SNOW LOADc |
| 206 | TABLE R507.5(3) MAXIMUM DECK BEAM SPAN—60 PSF GROUND SNOW LOADc |
| 207 | TABLE R507.5(4) MAXIMUM DECK BEAM SPAN—70 PSF GROUND SNOW LOADc |
| 208 | TABLE R507.5(5) JOIST SPAN FACTORS FOR CALCULATING EFFECTIVE DECK JOIST SPAN[for use with Note j in Tables R507.5(1), R507.5(2), R507.5(3) and R507.5(4)] FIGURE R507.5.1(1) DECK BEAM TO DECK POST |
| 209 | FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION |
| 210 | FIGURE R507.6 TYPICAL DECK JOIST SPANS |
| 211 | TABLE R507.6 MAXIMUM DECK JOIST SPANS |
| 212 | TABLE R507.6—continued MAXIMUM DECK JOIST SPANS TABLE R507.7 MAXIMUM JOIST SPACING FOR WOOD DECKING |
| 213 | TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST |
| 214 | TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS |
| 215 | FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS |
| 218 | CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING |
| 220 | TABLE R602.3(1)FASTENING SCHEDULE |
| 221 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 222 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 223 | TABLE R602.3(1)—continued FASTENING SCHEDULE |
| 224 | TABLE R602.3(2)ALTERNATE ATTACHMENTS TO TABLE R602.3(1) |
| 225 | TABLE R602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa |
| 226 | TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa TABLE R602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING |
| 227 | FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 228 | FIGURE R602.3(2) FRAMING DETAILS |
| 229 | TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING |
| 230 | FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 231 | FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 232 | TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa |
| 233 | TABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs) |
| 234 | TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs) |
| 235 | TABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES(Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb) |
| 236 | FIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBERHEADER WITHOUT CRIPPLE FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION |
| 237 | TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 238 | FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING |
| 239 | FIGURE R602.10.1.4 ANGLED WALLS |
| 240 | FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 241 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 242 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 243 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 244 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 245 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 246 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 247 | TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 248 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 250 | TABLE R602.10.4 BRACING METHODS |
| 251 | TABLE R602.10.4—continued BRACING METHODS |
| 253 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 254 | FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS |
| 255 | FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS |
| 256 | FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 257 | TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURESPERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa |
| 258 | FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 259 | FIGURE R602.10.6.5.2 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE ANDMASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 |
| 260 | TABLE R602.10.6.5.4 METHOD BV-WSP WALL BRACING REQUIREMENTSd |
| 261 | TABLE R602.10.6.5.4—continued METHOD BV-WSP WALL BRACING REQUIREMENTSd |
| 262 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 263 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING |
| 264 | FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTIONTO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TOPERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 265 | FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 266 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 268 | FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION |
| 269 | TABLE R602.12.2 BRACED WALL PANEL LENGTHS FIGURE R602.12.3 CIRCUMSCRIBED RECTANGLES |
| 270 | TABLE R602.12.4 REQUIRED LENGTH OF BRACING ALONG EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE FIGURE R602.12.4.1 BRACED WALL PANEL ASSIGNMENT TO RECTANGLE SIDES |
| 271 | FIGURE R602.12.4.3 COMMON SIDES WITH SKEWED RECTANGLES FIGURE R602.12.6 PANEL DISTRIBUTION |
| 272 | SECTION R603 COLD-FORMED STEEL WALL FRAMING |
| 273 | TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa |
| 274 | FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION |
| 275 | FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR |
| 276 | TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa |
| 277 | TABLE R603.3.2(1) WALL FASTENING SCHEDULEa TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa |
| 278 | TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa |
| 279 | TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa |
| 280 | TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa |
| 281 | TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa |
| 282 | TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa |
| 283 | TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa |
| 284 | TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa |
| 285 | TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa |
| 286 | TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa |
| 287 | TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa |
| 288 | TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa |
| 289 | TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa |
| 290 | TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa |
| 291 | TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa |
| 292 | TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa |
| 293 | TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa |
| 294 | FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL |
| 295 | FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING |
| 296 | TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya |
| 297 | TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Roof and Ceiling Onlya |
| 298 | TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga |
| 299 | TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting One Floor, Roof and Ceilinga |
| 300 | TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga |
| 301 | TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANSHeaders Supporting Two Floors, Roof and Ceilinga |
| 302 | FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER |
| 303 | FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL |
| 304 | FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN |
| 305 | TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTSa TABLE R603.8 HEAD AND SILL TRACK SPAN |
| 306 | TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS |
| 307 | FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL SECTION R604 WOOD STRUCTURAL PANELS |
| 308 | TABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 309 | TABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 310 | TABLE R603.9.5(3)REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING |
| 311 | TABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION |
| 312 | TABLE R606.2.8 MORTAR PROPORTIONSa |
| 313 | TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 314 | TABLE R606.3.4. 1MINIMUM CORROSION PROTECTION |
| 315 | TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 316 | TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 317 | TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSESFOR EMPIRICAL DESIGN OF MASONRY |
| 318 | FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED INSEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 319 | FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 320 | FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 |
| 321 | TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 |
| 323 | TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 |
| 324 | SECTION R607 GLASS UNIT MASONRY |
| 325 | FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 326 | SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION |
| 327 | TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLS FIGURE R608.3(1) FLAT WALL SYSTEM FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM |
| 328 | FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM |
| 329 | TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS |
| 330 | FIGURE R608.5.4(1) LAP SPLICES FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION |
| 331 | FIGURE R608.5.4(3) STANDARD HOOKS |
| 332 | TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL |
| 333 | FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAME SECOND STORY |
| 334 | FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING |
| 335 | TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS |
| 336 | TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS |
| 338 | TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS |
| 339 | TABLE R608.6(4)MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRIDABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS |
| 340 | TABLE R608.6(4)—continued MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRIDABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS (EQUATION R6-1) (EQUATION R6-2) |
| 341 | TABLE R608.7.1.1(1)UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY |
| 342 | TABLE R608.7.1.1(1)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY |
| 343 | TABLE R608.7.1.1(2) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY |
| 344 | TABLE R608.7.1.1(2)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALLFOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa |
| 345 | TABLE R608.7.1.1(3) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 346 | TABLE R608.7.1.1(3)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE |
| 347 | TABLE R608.7.1.1(4) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET |
| 348 | TABLE R608.7.1.1(5) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET |
| 349 | TABLE R608.7.1.1(6) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS |
| 350 | FIGURE R608.7.1.1(1) MINIMUM SOLID WALL LENGTH |
| 351 | FIGURE R608.7.1.1(2) VERTICAL REINFORCEMENT LAYOUT DETAIL |
| 352 | FIGURE R608.7.1.1(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS |
| 354 | FIGURE R608.8(1) REINFORCEMENT OF OPENINGS FIGURE R608.8(2) LINTEL FOR FLAT WALLS |
| 355 | FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS |
| 356 | FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS |
| 358 | TABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 359 | TABLE R608.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 360 | TABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 361 | TABLE R608.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 362 | TABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 363 | TABLE R608.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 364 | TABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 365 | TABLE R608.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, mROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 366 | TABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET |
| 367 | TABLE R608.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET |
| 368 | TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET |
| 369 | TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, oMAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET |
| 370 | TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, pROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET |
| 371 | TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa |
| 372 | TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ANDSCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc |
| 374 | FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 375 | TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 376 | FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 377 | TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa |
| 378 | FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 379 | TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 380 | FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 381 | TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa |
| 382 | FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 383 | TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 384 | FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL |
| 385 | TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa |
| 386 | FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 387 | TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 388 | FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 389 | TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa |
| 390 | FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 391 | TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 392 | FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 393 | TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa |
| 394 | FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR |
| 395 | TABLE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa |
| 396 | FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL |
| 397 | TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa |
| 398 | SECTION R609 EXTERIOR WINDOWS AND DOORS |
| 399 | SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION |
| 412 | CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER |
| 413 | TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME |
| 414 | TABLE R702.4.2 BACKER BOARD MATERIALS |
| 415 | TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS |
| 416 | TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 EXTERIOR COVERING |
| 417 | TABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE R702.7(2) VAPOR RETARDER OPTIONS TABLE R702.7(3) CLASS III VAPOR RETARDERS |
| 418 | TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER |
| 419 | TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION |
| 420 | TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 421 | TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS |
| 422 | TABLE R703.3.2 LIMITS FOR ATTACHMENT PER Table R703.3 TABLE R703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY |
| 423 | TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FORWOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches) |
| 424 | TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS |
| 426 | FIGURE R703.8(1) TYPICAL MASONRY VENEER WALL DETAILSd |
| 427 | FIGURE R703.8(2) TYPICAL MASONRY VENEER WALL DETAILSe |
| 428 | TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 |
| 429 | FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 430 | TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING |
| 431 | TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS |
| 432 | TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TOWOOD STRUCTURAL PANEL SHEATHINGa |
| 434 | TABLE R703.11.2 REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE |
| 435 | TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 436 | TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 437 | TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FORDIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FORAPPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 438 | SECTION R704 SOFFITS FIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT |
| 439 | FIGURE R704.2.1(2) TYPICAL DOUBLE-SPAN VINYL SOFFIT PANEL SUPPORT |
| 440 | TABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT |
| 442 | CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING |
| 443 | TABLE R802.4.1(9) RAFTER SPAN ADJUSTMENT FACTOR |
| 444 | TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters |
| 445 | TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters |
| 446 | TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, |
| 447 | TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters |
| 448 | TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters |
| 449 | TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters |
| 450 | TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters |
| 451 | TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters |
| 452 | TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters |
| 453 | TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters |
| 454 | TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters |
| 455 | TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters |
| 456 | TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters |
| 457 | TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters |
| 458 | TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters |
| 459 | TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters |
| 460 | FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION |
| 461 | TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 462 | TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 463 | TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 464 | TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 465 | TABLE R802.5.2(2) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE R802.5.2(1) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSg |
| 466 | FIGURE R802.7.1.1 RAFTER NOTCH |
| 467 | FIGURE R802.7.1.2 CEILING JOIST TAPER CUT |
| 468 | SECTION R803 ROOF SHEATHING |
| 469 | TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 470 | TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) |
| 471 | TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 COLD-FORMED STEEL ROOF FRAMING |
| 472 | FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION |
| 473 | TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa |
| 474 | TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) |
| 475 | TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a |
| 476 | TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION |
| 477 | FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING |
| 478 | FIGURE R804.3.1.4 SPLICED CEILING JOISTS |
| 479 | TABLE R804.3.2.1(1) ROOF RAFTER SPANSa TABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 480 | FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS |
| 481 | FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa |
| 483 | FIGURE R804.3.5(1) ROOF OR CEILING OPENING FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION |
| 484 | TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET |
| 485 | FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL |
| 486 | FIGURE R804.3.7.2 ROOF BLOCKING DETAIL |
| 487 | SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION |
| 489 | TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS |
| 490 | CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION |
| 491 | SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS |
| 492 | TABLE R905.1.1(1) UNDERLAYMENT TYPES |
| 493 | TABLE R905.1.1(2) UNDERLAYMENT APPLICATION |
| 494 | TABLE R905.1.1(3) UNDERLAYMENT APPLICATION TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES |
| 495 | TABLE R905.2.8.2 VALLEY LINING MATERIAL |
| 496 | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 497 | TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.4.4.1 CLASSIFICATION OF STEEP SLOPE METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 498 | TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES |
| 499 | TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 500 | TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 501 | TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS |
| 502 | TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS TABLE R905.16.6 CLASSIFICATION OF PHOTOVOLTAIC SHINGLES |
| 503 | SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908 REROOFING |
| 506 | CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES |
| 507 | TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 508 | FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS |
| 510 | FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS |
| 512 | TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa |
| 513 | TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OFSQUARE AND RECTANGULAR FLUE SIZES |
| 514 | FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES |
| 515 | TABLE R1003.20 CRICKET DIMENSIONS FIGURE R1003.20 CHIMNEY CRICKET SECTION R1004 FACTORY-BUILT FIREPLACES SECTION R1005 FACTORY-BUILT CHIMNEYS |
| 516 | SECTION R1006 EXTERIOR AIR SUPPLY |
| 518 | CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 GENERAL |
| 522 | FIGURE N1101.7 (R301.1) CLIMATE ZONES |
| 523 | TABLE N1101.7 (R301.1) CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 524 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 525 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 526 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 527 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 528 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 529 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 530 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 531 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 532 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 533 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 534 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 535 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 536 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 537 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 538 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 539 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 540 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 541 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 542 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 543 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 544 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 545 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 546 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 547 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 548 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 549 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 550 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 551 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 552 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 553 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 554 | TABLE N1101.7 (R301.1)—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORYa |
| 555 | (EQUATION 11-1) (EQUATION 11-2) (EQUATION 11-3) TABLE N1101.7.2(R301.3 ) THERMAL CLIMATE ZONE DEFINITIONS |
| 556 | TABLE N1101.10.3(1) [R303.1.3(1)] DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS TABLE N1101.10.3(2) [R303.1.3(2)] DEFAULT OPAQUE DOOR U-FACTORS TABLE N1101.10.3(3) [R303.1.3(3)] DEFAULT GLAZED FENESTRATION SHGC AND VT |
| 558 | SECTION N1102 (R402) BUILDING THERMAL ENVELOPE |
| 559 | TABLE N1102.1.2 (R402.1.2) MAXIMUM ASSEMBLY U-FACTORSa AND FENESTRATION REQUIREMENTS |
| 560 | TABLE N1102.1.3 (R402.1.3) INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTa |
| 561 | TABLE N1102.2.6 (R402.2.6) STEEL-FRAME CEILING, WALL AND FLOOR INSULATION R-VALUES |
| 563 | TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER, AIR SEALING AND INSULATION INSTALLATIONa |
| 564 | TABLE N1102.4.1.1 (R402.4.1.1)—continued AIR BARRIER AND INSULATION INSTALLATIONa |
| 565 | SECTION N1103 (R403) SYSTEMS |
| 568 | TABLE N1103.6.2 (R403.6.2) WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACYa |
| 569 | SECTION N1104 (R404) ELECTRICAL POWER AND LIGHTING SYSTEMS SECTION N1105 (R405) TOTAL BUILDING PERFORMANCE |
| 570 | TABLE N1105.2 (R405.2) REQUIREMENTS FOR TOTAL BUILDING PERFORMANCE |
| 571 | SECTION N1106 (R406) ENERGY RATING INDEX COMPLIANCE ALTERNATIVE (EQUATION 11-4) |
| 572 | TABLE N1105.4.2(1) [R405.4.2(1)] SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 573 | TABLE N1105.4.2(1) [R405.4.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 574 | TABLE N1105.4.2(1) [R405.4.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS |
| 575 | TABLE N1105.4.2(1) [R405.4.2(1)]—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE N1105.4.2(2) [R405.4.2(2)] DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa |
| 576 | TABLE N1106.2 (R406.2) REQUIREMENTS FOR ENERGY RATING INDEX TABLE N1106.5 (R406.5) MAXIMUM ENERGY RATING INDEX |
| 578 | SECTION N1107 (R407) TROPICAL CLIMATE REGION COMPLIANCE PATH SECTION N1108 (R408) ADDITIONAL EFFICIENCY PACKAGE OPTIONS |
| 579 | SECTION N1109 (R501) EXISTING BUILDINGS—GENERAL SECTION N1110 (R502) ADDITIONS SECTION N1111 (R503) ALTERATIONS SECTION N1112 (R504) REPAIRS SECTION N1113 (R505) CHANGE OF OCCUPANCY OR USE |
| 580 | CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS |
| 582 | CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS |
| 583 | SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION |
| 584 | SECTION M1307 APPLIANCE INSTALLATION |
| 585 | TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa |
| 586 | FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM |
| 587 | SECTION M1308 MECHANICAL SYSTEMS INSTALLATION |
| 588 | CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS |
| 589 | SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES |
| 590 | SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT |
| 592 | SECTION M1412 ABSORPTION COOLING EQUIPMENT SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS |
| 594 | CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST |
| 595 | TABLE M1502.4.6.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT |
| 596 | SECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS SECTION M1505 MECHANICAL VENTILATION |
| 597 | TABLE M1504.2 DUCT LENGTH (EQUATION 15-1) TABLE M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa |
| 598 | TABLE M1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS |
| 600 | CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION |
| 601 | TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa |
| 603 | SECTION M1602 RETURN AIR |
| 604 | CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL |
| 606 | CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL |
| 607 | SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS |
| 608 | TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART |
| 609 | SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS |
| 610 | CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1904 GASEOUS HYDROGEN SYSTEMS SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 STATIONARY FUEL CELL POWER PLANTS |
| 612 | CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS |
| 613 | TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS |
| 614 | CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS |
| 615 | TABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS |
| 617 | SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS |
| 618 | SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING |
| 619 | TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS |
| 622 | CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION |
| 623 | SECTION M2204 OIL PUMPS AND VALVES |
| 624 | CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS |
| 626 | CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS |
| 633 | SECTION G2404 (301) GENERAL SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION |
| 634 | SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR (EQUATION 24-1) (EQUATION 24-2) |
| 635 | FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3) |
| 636 | FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC(see Section G2407.6.1) FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC(see Section G2407.6.1) |
| 637 | FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS(see Section G2407.6.2) |
| 638 | SECTION G2408 (305) INSTALLATION |
| 639 | SECTION G2409 (308) CLEARANCE REDUCTION FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS |
| 640 | FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM |
| 641 | TABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION SECTION G2410 (309) ELECTRICAL |
| 642 | SECTION G2411 (310) ELECTRICAL BONDING SECTION G2412 (401) GENERAL |
| 643 | SECTION G2413 (402) PIPE SIZING TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS ANDUNDILUTED PROPANE AT STANDARD CONDITIONS (EQUATION 24-3) |
| 644 | TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE |
| 645 | TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE |
| 646 | TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING |
| 647 | TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING |
| 648 | TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST |
| 649 | TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 650 | TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE |
| 651 | TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE |
| 652 | TABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE |
| 653 | TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE |
| 654 | TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE |
| 655 | TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE |
| 656 | TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING |
| 657 | TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING |
| 658 | TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING |
| 659 | TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 660 | TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 661 | TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST |
| 662 | TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE |
| 663 | TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE |
| 664 | TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING |
| 665 | SECTION G2414 (403) PIPING MATERIALS |
| 666 | TABLE G2414.8.2 (403.8.2) SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 667 | SECTION G2415 (404) PIPING SYSTEM INSTALLATION |
| 669 | SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION |
| 670 | SECTION G2417 (406) INSPECTION, TESTING AND PURGING |
| 671 | TABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING |
| 672 | SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING SECTION G2420 (409) SHUTOFF VALVES |
| 673 | FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS SECTION G2421 (410) FLOW CONTROLS |
| 674 | SECTION G2422 (411) APPLIANCE CONNECTIONS |
| 675 | SECTION G2423 (413) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415) PIPING SUPPORT INTERVALS TABLE G2424.1 (415.1) SUPPORT OF PIPING SECTION G2425 (501) GENERAL |
| 677 | SECTION G2426 (502) VENTS SECTION G2427 (503) VENTING OF APPLIANCES |
| 678 | TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED |
| 681 | FIGURE G2427.6.4 (503.6.5) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES ORLESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL |
| 683 | FIGURE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES |
| 684 | TABLE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES |
| 685 | TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENTCONNECTORS FOR LOW-HEAT APPLIANCES |
| 686 | TABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa |
| 687 | SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 689 | TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT |
| 690 | TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT |
| 691 | TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT |
| 692 | TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH |
| 693 | TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT |
| 694 | TABLE G2428.3(2) [504.3(2)]TYPE B DOUBLE-WALL VENT |
| 695 | TABLE G2428.3(3) [504.3(3)]MASONRY CHIMNEY |
| 696 | TABLE G2428.3(4) [504.3(4)]MASONRY CHIMNEY |
| 698 | SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 (506) FACTORY-BUILT CHIMNEYS |
| 699 | SECTION G2431 (601) GENERAL SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2433 (603) LOG LIGHTERS SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS SECTION G2436 (608) VENTED WALL FURNACES SECTION G2437 (609) FLOOR FURNACES |
| 700 | SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST |
| 701 | TABLE G2439.7.4.1 (TABLE 614.9.4.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION G2440 (615) SAUNA HEATERS |
| 702 | SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES |
| 703 | SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS SECTION G2447 (623) COOKING APPLIANCES |
| 704 | SECTION G2448 (624) WATER HEATERS SECTION G2449 (627) AIR-CONDITIONING APPLIANCES SECTION G2450 (628) ILLUMINATING APPLIANCES SECTION G2451 (630) INFRARED RADIANT HEATERS |
| 705 | SECTION G2452 (631) BOILERS SECTION G2453 (635) OUTDOOR DECORATIVE APPLIANCES |
| 706 | CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS |
| 708 | CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION |
| 709 | SECTION P2604 TRENCHING AND BACKFILLING SECTION P2605 SUPPORT SECTION P2606 PENETRATIONS SECTION P2607 WATERPROOFING OF OPENINGS |
| 710 | TABLE P2605.1 PIPING SUPPORT SECTION P2608 WORKMANSHIP SECTION P2609 MATERIALS EVALUATION AND LISTING |
| 712 | CHAPTER 27 PLUMBING FIXTURES SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 FIXTURE ACCESSORIES SECTION P2703 TAIL PIECES SECTION P2704 SLIP-JOINT CONNECTIONS SECTION P2705 INSTALLATION SECTION P2706 WASTE RECEPTORS |
| 713 | TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS |
| 714 | SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS |
| 715 | SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS |
| 716 | SECTION P2713 BATHTUBS SECTION P2714 SINKS SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD-WASTE DISPOSER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE |
| 717 | SECTION P2719 FLOOR DRAINS SECTION P2720 WHIRLPOOL BATHTUBS SECTION P2721 BIDET INSTALLATIONS SECTION P2722 FIXTURE FITTING SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES SECTION P2725 NONLIQUID SATURATED TREATMENT SYSTEMS |
| 718 | CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 SOLAR WATER HEATING SYSTEMS SECTION P2803 WATER HEATERS USED FOR SPACE HEATING |
| 719 | SECTION P2804 RELIEF VALVES |
| 720 | CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION FIGURE P2901.2.1 PICTOGRAPH—DO NOT DRINK SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY |
| 722 | TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS TABLE P2902.3.1 MINIMUM AIR GAPS |
| 724 | SECTION P2903 WATER SUPPLY SYSTEM TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS |
| 725 | TABLE P2903.8.1 MANIFOLD SIZINGa TABLE P2903.6 WATER SUPPLY FIXTURE UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS |
| 726 | TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES |
| 727 | TABLE P2903.9.4 VALVES FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALVE SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS |
| 728 | TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED |
| 729 | FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCEBETWEEN SPRINKLER AND OBSTRUCTION |
| 731 | (EQUATION 29-1) |
| 732 | TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS |
| 733 | TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS TABLE P2904.6.2(3) ELEVATION LOSS |
| 734 | TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING |
| 735 | TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING |
| 736 | TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE |
| 737 | TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE |
| 738 | TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING |
| 739 | TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING |
| 740 | SECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS |
| 741 | TABLE P2906.4 WATER SERVICE PIPE |
| 742 | TABLE P2906.5 WATER DISTRIBUTION PIPE TABLE P2906.6 PIPE FITTINGS |
| 744 | SECTION P2907 CHANGES IN DIRECTION SECTION P2908 SUPPORT SECTION P2909 DRINKING WATER TREATMENT UNITS SECTION P2910 NONPOTABLE WATER SYSTEMS |
| 745 | FIGURE P2910.4 PICTOGRAPH—DO NOT DRINK |
| 746 | TABLE P2910.10.6 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS |
| 748 | SECTION P2911 GRAYWATER NONPOTABLE WATER SYSTEMS TABLE P2911.5.1 LOCATION OF NONPOTABLE GRAYWATER REUSESTORAGE TANKS TABLE P2911.7.1 LOCATION OF NONPOTABLEWATER REUSE STORAGE TANKSDELETED |
| 749 | SECTION P2912 RAINWATER NONPOTABLE WATER SYSTEMS |
| 750 | TABLE P2912.8.1 LOCATION OF RAINWATER STORAGE TANKS SECTION P2913 RECLAIMED WATER SYSTEMS DELETED |
| 752 | CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE |
| 753 | TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.2 BUILDING SEWER PIPE |
| 754 | TABLE P3002.3 PIPE FITTINGS SECTION P3003 JOINTS AND CONNECTIONS |
| 756 | SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS |
| 757 | TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES SECTION P3005 DRAINAGE SYSTEM |
| 758 | TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION |
| 760 | TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BECONNECTED TO BRANCHES AND STACKS TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWEDTO BE CONNECTED TO THE BUILDING DRAIN,BUILDING DRAIN BRANCHES OR THE BUILDING SEWER SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS |
| 761 | TABLE 3007.6 MINIMUM CAPACITY OFSEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES SECTION P3009 GRAYWATER SOIL ABSORPTION SYSTEMS |
| 762 | (EQUATION 30-1) |
| 763 | TABLE P3009.9 LOCATION OF SUBSURFACE IRRIGATION SYSTEM TABLE P3009.10.1 DESIGN LOADING RATE TABLE P3009.11 DISTRIBUTION PIPE SECTION P3010 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPE BURSTING METHODS |
| 764 | SECTION P3011 RELINING OF BUILDING SEWERS AND BUILDING DRAINS |
| 766 | CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS |
| 767 | SECTION P3104 VENT CONNECTIONS AND GRADES SECTION P3105 FIXTURE VENTS TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION P3106 INDIVIDUAL VENT SECTION P3107 COMMON VENT TABLE P3107.3 COMMON VENT SIZES |
| 768 | SECTION P3108 WET VENTING TABLE P3108.3 WET VENT SIZE SECTION P3109 WASTE STACK VENT TABLE P3109.4 WASTE STACK VENT SIZE |
| 769 | SECTION P3110 CIRCUIT VENTING SECTION P3111 COMBINATION WASTE AND VENT SYSTEM TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 ISLAND FIXTURE VENTING |
| 770 | SECTION P3113 VENT PIPE SIZING TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS SECTION P3114 AIR ADMITTANCE VALVES |
| 772 | CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS |
| 773 | TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES |
| 774 | CHAPTER 33 STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS TABLE P3302.1 SUBSOIL DRAIN PIPE SECTION P3303 SUMPS AND PUMPING SYSTEMS |
| 776 | CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401 GENERAL SECTION E3402 BUILDING STRUCTURE PROTECTION |
| 777 | SECTION E3403 INSPECTION AND APPROVAL SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS |
| 778 | TABLE E3404.4 (Table 110.28) ENCLOSURE SELECTION SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES |
| 779 | SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS |
| 780 | FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES |
| 781 | TABLE E3406.9 (Chapter 9, Table 10) CONDUCTOR STRANDINGc |
| 782 | SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION |
| 784 | CHAPTER 35 ELECTRICAL DEFINITIONS SECTION E3501 GENERAL |
| 790 | CHAPTER 36 SERVICES SECTION E3601 GENERAL SERVICES |
| 791 | SECTION E3602 SERVICE SIZE AND RATING TABLE E3602.2 [220.82(B) & (C)] MINIMUM SERVICE LOAD CALCULATION SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING |
| 792 | TABLE E3603.1.1 (Table 310.12) SINGLE-PHASE DWELLING SERVICES AND FEEDERS TABLE E3603.4 GROUNDING ELECTRODE CONDUCTOR SIZEa |
| 793 | SECTION E3604 OVERHEAD SERVICE AND SERVICE-ENTRANCE CONDUCTOR INSTALLATION FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS |
| 794 | FIGURE E3604.2.1 CLEARANCES FROM ROOFS |
| 795 | SECTION E3605 SERVICE-ENTRANCE CONDUCTORS |
| 796 | SECTION E3606 SERVICE EQUIPMENT—GENERAL SECTION E3607 SYSTEM GROUNDING |
| 797 | SECTION E3608 GROUNDING ELECTRODE SYSTEM |
| 798 | SECTION E3609 BONDING |
| 799 | SECTION E3610 GROUNDING ELECTRODE CONDUCTORS |
| 800 | SECTION E3611 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES |
| 802 | CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS SECTION E3701 GENERAL SECTION E3702 BRANCH CIRCUIT RATINGS |
| 804 | TABLE E3702.14 (Table 210.24) BRANCH-CIRCUIT REQUIREMENTS—SUMMARYa SECTION E3703 REQUIRED BRANCH CIRCUITS SECTION E3704 FEEDER REQUIREMENTS |
| 805 | TABLE E3704.2(1) [220.14(J), Table 220.42, 220.50, 220.51, 220.52, 220.53, 220.54, 220.55, and 220.60] FEEDER LOAD CALCULATION TABLE E3704.2(2) (220.55 and Table 220.55) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTEDCOOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATINGa, |
| 806 | SECTION E3705 CONDUCTOR SIZING AND OVERCURRENT PROTECTION TABLE E3705.1 ALLOWABLE AMPACITIES |
| 807 | TABLE E3705.3 [310.15(C)(1)] CONDUCTOR PROXIMITY ADJUSTMENT FACTORS TABLE E3705.2 [310.15(B)(1)] AMBIENT TEMPERATURE CORRECTION FACTORS |
| 808 | TABLE E3705.5.3 [240.4(D)] OVERCURRENT-PROTECTION RATING |
| 809 | TABLE E3705.6 (Table 240.6) STANDARD AMPERE RATINGFOR FUSES AND INVERSE TIME CIRCUIT BREAKERS SECTION E3706 PANELBOARDS |
| 810 | CHAPTER 38 WIRING METHODS SECTION E3801 GENERAL REQUIREMENTS TABLE E3801.2 ALLOWABLE WIRING METHODS SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS |
| 811 | TABLE E3801.4 (Chapter 3 and 300.2) ALLOWABLE APPLICATIONS FOR WIRING METHODSa |
| 812 | TABLE E3802.1 (Chapter 3) GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa |
| 813 | SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS TABLE E3803.1 (Table 300.5) MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa |
| 816 | CHAPTER 39 POWER AND LIGHTING DISTRIBUTION SECTION E3901 RECEPTACLE OUTLETS FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION |
| 817 | FIGURE E3901.4 COUNTERTOP RECEPTACLES |
| 818 | FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION |
| 820 | SECTION E3903 LIGHTING OUTLETS |
| 821 | SECTION E3904 GENERAL INSTALLATION REQUIREMENTS SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS |
| 822 | TABLE E3904.6(1) (Annex C, Table C.1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING |
| 823 | TABLE E3904.6(2) (Annex C, Table C.2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING |
| 824 | TABLE E3904.6(3) (Annex C, Table C.3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT |
| 825 | TABLE E3904.6(4) (Annex C, Table C.4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC) |
| 826 | TABLE E3904.6(5) (Annex C, Table C.5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B) |
| 827 | TABLE E3904.6(6) (Annex C, Table C.6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT |
| 828 | TABLE E3904.6(7) (Annex C, Table C.7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT |
| 829 | TABLE E3904.6(8) (Annex C, Table C.8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT |
| 830 | TABLE E3904.6(9) (Annex C, Table C.9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 |
| 831 | TABLE E3904.6(10) (Annex C, Table C.10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 |
| 834 | TABLE E3905.12.1 [Table 314.16(A)] MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa |
| 835 | TABLE E3905.12.2.1 [Table 314.16(B)] VOLUME ALLOWANCE REQUIRED PER CONDUCTOR SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS |
| 837 | SECTION E3907 CABINETS AND PANELBOARDS |
| 839 | TABLE E3907.8 (Chapter 9, Table 1) PERCENT OF CROSS SECTION OFCONDUIT AND TUBING FOR CONDUCTORS TABLE E3907.9.1(1) [Table 312.6(B)] MINIMUM WIRE-BENDING SPACE AT TERMINALS |
| 840 | TABLE E3907.9.1(2) [Table 312.6(A)] MINIMUM WIRE-BENDING SPACE AT TERMINALS AND MINIMUM WIDTH OF WIRING GUTTERS SECTION E3908 GROUNDING AND BONDING |
| 843 | TABLE E3908.13 (Table 250.122) EQUIPMENT GROUNDING CONDUCTOR SIZING |
| 844 | SECTION E3909 FLEXIBLE CORDS AND FLEXIBLE CABLES TABLE E3909.2 [Table 400.5(A)(1)] MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS |
| 846 | CHAPTER 40 DEVICES AND LUMINAIRES SECTION E4001 SWITCHES |
| 848 | SECTION E4002 RECEPTACLES TABLE E4002.1.2 [Table 210.21(B)(3)] RECEPTACLE RATINGS FOR VARIOUS SIZE MULTIOUTLET CIRCUITS |
| 849 | SECTION E4003 LUMINAIRES |
| 850 | FIGURE E4003.12 CLOSET STORAGE SPACE |
| 851 | SECTION E4004 LUMINAIRE INSTALLATION SECTION E4005 TRACK LIGHTING |
| 854 | CHAPTER 41 APPLIANCE INSTALLATION SECTION E4101 GENERAL TABLE E4101.3 FLEXIBLE CORD LENGTH |
| 855 | TABLE E4101.5[422.31(A), (B), and (C); 422.33; 422.34; 422.35; 424.19; 424.20; and 440.14] DISCONNECTING MEANS |
| 856 | TABLE E4101.5—continued[422.31(A), (B), and (C); 422.33; 422.34; 422.35; 424.19; 424.20; and 440.14] DISCONNECTING MEANS |
| 858 | CHAPTER 42 SWIMMING POOLS SECTION E4201 GENERAL |
| 859 | SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS TABLE E4202.1a PERMITTED WIRING METHODS IN CORROSIVE ENVIRONMENTS |
| 860 | SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES |
| 862 | TABLE E4203.7 [Table 680.8(A)] OVERHEAD CONDUCTOR CLEARANCES SECTION E4204 EQUIPOTENTIAL BONDING |
| 864 | SECTION E4205 BONDING AND GROUNDING |
| 866 | SECTION E4206 EQUIPMENT INSTALLATION |
| 868 | SECTION E4207 STORABLE SWIMMING POOLS, STORABLE SPAS AND STORABLE HOT TUBS |
| 869 | SECTION E4208 SPAS AND HOT TUBS SECTION E4209 HYDROMASSAGE BATHTUBS |
| 872 | CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS SECTION E4301 GENERAL SECTION E4302 POWER SOURCES SECTION E4303 WIRING METHODS TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS[Figure 725.154(A)] |
| 873 | Table E4303.2.5 [Table 725.179(J)] CABLE MARKING SECTION E4304 INSTALLATION REQUIREMENTS |
| 876 | CHAPTER 44 REFERENCED STANDARDS |
| 914 | APPENDIX AA SIZING AND CAPACITIES OF GAS PIPING SECTION AA101 GENERAL PIPING CONSIDERATIONS SECTION AA102 DESCRIPTION OF TABLES |
| 915 | TABLE AA102.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 916 | TABLE AA102.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 917 | TABLE AA102.4 MULTIPLIERS TO BE USED WITHTABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 SECTION AA103 USE OF CAPACITY TABLES |
| 919 | TABLE AA103.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION AA104 USE OF SIZING EQUATIONS |
| 920 | SECTION AA105 PIPE AND TUBE DIAMETERS TABLE AA105.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE AA105.2 COPPER TUBE STANDARD SIZES |
| 921 | SECTION AA106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE AA106.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE AA106.2 PIPING PLAN SHOWING A CSST SYSTEM |
| 922 | FIGURE AA106.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM |
| 923 | FIGURE AA106.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM |
| 926 | APPENDIX AB SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED SECTION AB101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE AB101.1 EXAMPLE 1: SINGLE DRAFT HOOD-EQUIPPED APPLIANCE |
| 927 | FIGURE AB101.2 EXAMPLE 2: SINGLE FAN-ASSISTED APPLIANCE FIGURE AB101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT |
| 928 | FIGURE AB101.4(2) TYPE B DOUBLE-WALL VENT SYSTEMSERVING A SINGLE APPLIANCE WITHA SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(4) VENT SYSTEM SERVING ASINGLE APPLIANCE USING A MASONRY CHIMNEYAND A SINGLE-WALL METAL VENT CONNECTOR FIGURE AB101.4(3) VENT SYSTEM SERVING A SINGLEAPPLIANCE WITH A MASONRY CHIMNEY OFTYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB101.4(5) ASBESTOS CEMENT TYPE B ORSINGLE-WALL METAL VENT SYSTEM SERVINGA SINGLE DRAFT HOOD-EQUIPPED APPLIANCE |
| 929 | SECTION AB102 EXAMPLES USING COMMON VENTING TABLES FIGURE AB102.1 EXAMPLE 4: COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES |
| 930 | FIGURE AB102.2 EXAMPLE 5a: COMMON VENTING ADRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT |
| 931 | TABLE AB102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa |
| 932 | FIGURE AB102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS |
| 933 | FIGURE AB102.5(3) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE AB102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT HOOD-EQUIPPED APPLIANCES FIGURE AB102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR |
| 934 | FIGURE AB102.5(7) USE OF OFFSET COMMON VENTS WITH SINGLE-WALL METAL VENT CONNECTORS FIGURE AB102.5(9) MULTISTORY VENT SYSTEMS FIGURE AB102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM |
| 935 | FIGURE AB102.5(10) 99% WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES |
| 936 | APPENDIX AD RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION SECTION AD101 GENERAL SECTION AD102 OCCUPANT AND INSPECTOR SAFETY |
| 937 | SECTION AD103 GAS PIPING AND CONNECTIONS INSPECTIONS SECTION AD104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING |
| 938 | SECTION AD105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING |
| 939 | SECTION AD106 APPLIANCE-SPECIFIC INSPECTIONS |
| 941 | TABLE AD106 CO THRESHOLDS |
| 942 | APPENDIX AE MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT |
| 943 | SECTION AE103 DEFINITIONS SECTION AE104 PERMITS |
| 944 | SECTION AE105 APPLICATION FOR PERMIT SECTION AE106 PERMITS ISSUANCE |
| 945 | SECTION AE107 FEES SECTION AE108 INSPECTIONS |
| 946 | SECTION AE109 SPECIAL INSPECTIONS SECTION AE110 UTILITY SERVICE SECTION AE111 OCCUPANCY CLASSIFICATION |
| 947 | SECTION AE112 LOCATION ON PROPERTY SECTION AE113 DESIGN SECTION AE114 FOUNDATION SYSTEMS SECTION AE115 SKIRTING AND PERIMETER ENCLOSURES |
| 948 | SECTION AE116 STRUCTURAL ADDITIONS SECTION AE117 BUILDING SERVICE EQUIPMENT SECTION AE118 EXITS SECTION AE119 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS SECTION AE120 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS SECTION AE121 FOOTINGS AND FOUNDATIONS SECTION AE122 PIER CONSTRUCTION SECTION AE123 HEIGHT OF PIERS |
| 949 | SECTION AE124 ANCHORAGE INSTALLATIONS SECTION AE125 TIES, MATERIALS AND INSTALLATION |
| 950 | SECTION AE126 REFERENCED STANDARDS TABLE AE126.1 REFERENCED STANDARDS |
| 952 | APPENDIX AF RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS |
| 953 | FIGURE AF101.1 EPA MAP OF RADON ZONES |
| 954 | TABLE AF101.1 HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa |
| 955 | TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa |
| 956 | TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa |
| 957 | TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa |
| 958 | TABLE AF101.1—continued HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa |
| 959 | FIGURE AF103.1 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES |
| 961 | SECTION AF104 TESTING |
| 962 | APPENDIX AG PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS SECTION AG102 REFERENCED STANDARDS |
| 963 | TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS |
| 964 | TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa |
| 965 | TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONSa |
| 966 | TABLE AG102.1 REFERENCED STANDARDS |
| 967 | TABLE AG102.1—continued REFERENCED STANDARDS |
| 968 | APPENDIX AH PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS |
| 969 | TABLE AH106.4.1(2) ADJUSTMENT FACTOR FORBUILDING HEIGHT AND EXPOSURE TABLE AH106.4.1(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMINGa |
| 970 | FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES |
| 972 | APPENDIX AI PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL |
| 974 | APPENDIX AJ EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE |
| 975 | SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ106 DEFINITIONS |
| 976 | SECTION AJ107 REPAIRS SECTION AJ108 RENOVATIONS SECTION AJ109 ALTERATIONS |
| 977 | SECTION AJ110 RECONSTRUCTION |
| 978 | SECTION AJ111 REFERENCED STANDARDS TABLE AJ111.1 REFERENCED STANDARDS |
| 980 | APPENDIX AK SOUND TRANSMISSION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS TABLE AK104.1 REFERENCED STANDARDS |
| 982 | APPENDIX AL PERMIT FEES SECTION AL101 GENERAL TABLE AL101.1 PERMIT FEE SCHEDULE |
| 984 | APPENDIX AM HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITION SECTION AM103 MEANS OF EGRESS |
| 985 | SECTION AM104 SMOKE DETECTION |
| 986 | APPENDIX AN VENTING METHODS SECTION AN101 VENTING METHODS FIGURE AN101.1(1) TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS |
| 987 | FIGURE AN101.1(2) TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS |
| 988 | FIGURE AN101.1(3) TYPICAL HORIZONTAL WET VENTING |
| 989 | FIGURE AN101.1(4) TYPICAL METHODS OF WET VENTING |
| 990 | FIGURE AN101.1(5) SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLING |
| 991 | FIGURE AN101.1(6) WASTE STACK VENTING FIGURE AN101.1(7) CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH |
| 992 | APPENDIX AO AUTOMATIC VEHICULAR GATES SECTION AO101 GENERAL SECTION AO102 DEFINITION SECTION AO103 AUTOMATIC VEHICULAR GATES SECTION AO104 REFERENCED STANDARDS TABLE AO104.1 REFERENCED STANDARDS |
| 994 | APPENDIX AP SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE |
| 996 | FIGURE AP103.3(1)EXAMPLE—SIZING |
| 997 | TABLE AP103.3(1)RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
| 998 | TABLE AP103.3(2)LOAD VALUES ASSIGNED TO FIXTURESa |
| 999 | FIGURE AP103.3(2)FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) |
| 1000 | TABLE AP103.3(3)TABLE FOR ESTIMATING DEMAND |
| 1001 | TABLE AP103.3(3)—continuedTABLE FOR ESTIMATING DEMAND |
| 1002 | FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) |
| 1003 | TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH |
| 1004 | FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) |
| 1005 | TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS |
| 1006 | FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
| 1007 | TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa |
| 1008 | FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 1009 | FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa |
| 1011 | TABLE AP103.3.1(1) SUMMATION OF DEVELOPED PIPING LENGTHS |
| 1012 | TABLE AP103.3.1(2) FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table AP.1) TABLE AP103.3.1(3) TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table AP.2) SECTION AP201 SELECTION OF PIPE SIZE |
| 1014 | TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES |
| 1015 | TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES |
| 1016 | APPENDIX AQ TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 LOFTS |
| 1017 | FIGURE AQ104.1.3 HEIGHT EFFECT ON LOFT AREA SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION AQ106 ENERGY CONSERVATION |
| 1020 | APPENDIX AR LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION |
| 1021 | TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH |
| 1022 | FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS |
| 1023 | SECTION AR104 THERMAL PERFORMANCE SECTION AR105 REFERENCED STANDARDS TABLE AR105.1 REFERENCED STANDARDS |
| 1024 | APPENDIX AS STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS |
| 1025 | FIGURE AS101.2 TYPICAL STRAWBALE WALL SYSTEMS FIGURE AS102.1 BALE ORIENTATIONS |
| 1026 | SECTION AS103 BALES FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES SECTION AS104 FINISHES |
| 1028 | SECTION AS105 STRAWBALE WALLS—GENERAL |
| 1029 | FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING |
| 1030 | FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR |
| 1031 | FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL |
| 1032 | FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL |
| 1033 | TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS |
| 1034 | SECTION AS106 STRAWBALE WALLS—STRUCTURAL TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTHFOR PLASTERS ON STRUCTURAL WALLS |
| 1036 | (EQUATION AS-1) TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS |
| 1037 | TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES SECTION AS107 FIRE RESISTANCE |
| 1038 | TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED |
| 1039 | TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY |
| 1040 | SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS TABLE AS109.1 REFERENCED STANDARDS |
| 1042 | APPENDIX AT [RE] SOLAR-READY PROVISIONS—DETACHED ONEAND TWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION AT101 (RB101) SCOPE SECTION AT102 (RB102) GENERAL DEFINITION SECTION AT103 (RB103) SOLAR-READY ZONE |
| 1044 | APPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE) SECTION AU101 GENERAL FIGURE AU101.4 TYPICAL COB WALL SECTION AU102 DEFINITIONS |
| 1045 | SECTION AU103 MATERIALS, MIXING AND INSTALLATION |
| 1046 | SECTION AU104 FINISHES |
| 1047 | SECTION AU105 COB WALLS—GENERAL |
| 1048 | TABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS |
| 1049 | SECTION AU106 COB WALLS—STRUCTURAL (EQUATION AU-1) |
| 1050 | (EQUATION AU-2) (EQUATION AU-3) |
| 1051 | FIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS |
| 1052 | FIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS SECTION AU107 COB FLOORS |
| 1053 | TABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS |
| 1054 | TABLE AU106.11(1) COB BRACED WALL PANEL TYPES |
| 1055 | TABLE AU106.11(2) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON WIND SPEED TABLE AU106.11(3) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A |
| 1056 | TABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B |
| 1057 | TABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C |
| 1058 | FIGURE AU106.11.3 CURVED BRACED WALL PANEL TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT |
| 1059 | SECTION AU108 FIRE RESISTANCE SECTION AU109 THERMAL PERFORMANCE SECTION AU110 REFERENCED STANDARDS TABLE AU110.1 REFERENCED STANDARDS |
| 1060 | APPENDIX AV BOARD OF APPEALS SECTION AV101 GENERAL |
| 1062 | APPENDIX AW 3D-PRINTED BUILDING CONSTRUCTION SECTION AW101 GENERAL SECTION AW102 DEFINITIONS SECTION AW103 BUILDING DESIGN SECTION AW104 BUILDING CONSTRUCTION SECTION AW105 SPECIAL INSPECTIONS |
| 1063 | SECTION AW106 REFERENCED STANDARDS TABLE AW106.1 REFERENCED STANDARDS |
| 1064 | APPENDIX AX (RC) ZERO ENERGY RESIDENTIAL BUILDING PROVISIONS SECTION AX101 (RC101) COMPLIANCE SECTION AX102 (RC102) ZERO ENERGY RESIDENTIAL BUILDINGS TABLE AX102.2 (RC102.2) MAXIMUM ENERGY RATING INDEXa SECTION AX103 (RC103) REFERENCED STANDARDS TABLE AX103.1 (RC 103.1) REFERENCED STANDARDS |
| 1066 | INDEX |
| 1084 | CHANGES TO THE CODE DEVELOPMENT PROCESS |
| 1085 | DIGITAL CODES PREMIUM |
| 1086 | 2018 ESSENTIAL GUIDES FOR IgCC AND IECC |
| 1087 | ADDITIONAL RESOURCES FROM ICC |
| Published By | Publication Date | Number of Pages |
| VA | 2021 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 CODIGO DE MANTENIMIENTO DE LA PROPIEDAD DE VIRGINIA0169 |
| 4 | PREFACIO INTRODUCCIÓN Las disposiciones del USBC se basan en códigos modelo sobre edificación e incendios, reconocidos a nivel nacional publicados por el International Code Council, Inc (ICC). Los códigos modelo se incorporan al USBC mediante un proceso de regulación … Conforme con las designaciones del USBC empleadas anteriormente y puesto que las ediciones de los códigos internacionales de 2021 fueron incorporadas por referencia a esta versión del USBC se le denomina como la edición 2021 del USBC. ESTRUCTURA DESCRIPCIÓN GENERAL CÓDIGOS ADQUIRIDOS DEL ICC |
| 5 | MARCAS EN EL MARGEN ASISTENCIA TÉCNICA DHCD, Division of Building and Fire Regulation State Building Codes Office 600 East Main Street, Suite 300 Richmond, Virginia 23219 Teléfono: (804) 371-7150 – Correo eléctronico: [email protected] Sitio web: www.dhcd.virginia.gov/codes |
| 6 | PRÓLOGO A LA EDICIÓN EN ESPAÑOL DEL CÓDIGO DE MANTENIMIENTO DE LA PROPIEDAD DE VIRGINIA INTRODUCCIÓN LOS CÓDIGOS INTERNACIONALES DEL ICC (I-CODES) LOS I-CODES EN ESPAÑOL |
| 7 | TERMINOLOGIA USADA EL SISTEMA MÉTRICO Y EL SISTEMA INGLÉS NOMBRES DE INSTITUCIONES Y DOCUMENTOS USO DE ESTOS DOCUMENTOS EN LATINOAMÉRICA DECLINACIÓN DE RESPONSABILIDADES |
| 8 | ADOPCIONES Y ENMIENDAS ANTERIORES DEL USBC Y SFPC El Código Estatal de Edificación Uniforme de Virginia [Uniform Statewide Building Code (USBC)] se adoptó por primera vez en 1973 por la Junta de Vivienda del Estado (State Board of Housing). La responsabilidad del USBC pasó a la Junta Estatal de … |
| 12 | TABLA DE CONTENIDOS |
| 14 | CAPÍTULO 1 ADMINISTRACIÓN SECCIÓN 101 GENERALIDADES SECCIÓN 102 PROPÓSITO Y ALCANCE |
| 15 | SECCIÓN 103 APLICACIÓN DEL CÓDIGO |
| 17 | SECCIÓN 104 APLICACIÓN, GENERALIDADES |
| 19 | SECCIÓN 105 VIOLACIONES |
| 20 | SECCION 106 ESTRUCTURA INSEGURAS |
| 21 | SECCIÓN 107 APELACIONES |
| 24 | CAPÍTULO 2 DEFINICIONES SECCIÓN 201 GENERAL SECCIÓN 202 DEFINICIONES GENERALES |
| 28 | CAPÍTULO 3 REQUISITOS GENERALES SECCIÓN 301 GENERALIDADES SECCIÓN 302 ÁREAS EXTERIORES DE LA PROPIEDAD SECCIÓN 303 PISCINAS, SPAS Y JACUZZI SECCIÓN 304 ESTRUCTURA EXTERIOR |
| 29 | SECCIÓN 305 ESTRUCTURA INTERIOR |
| 30 | SECCIÓN 306 CAPACIDAD DE SERVICIO DEL COMPONENTE ELIMINADA SECCIÓN 307 PASAMANOS Y BARANDALES SECCIÓN 308 RESIDUOS Y BASURA SECCIÓN 309 INFESTACIÓN Y EXTERMINACIÓN DE PLAGAS SECCIÓN 310 PINTURA A BASE PLOMO SECCIÓN 311 TANQUES DE ALMACENAMIENTO DE LÍQUIDOS FERTILIZANTES POR ENCIMA DEL SUELO (ALFSTs) |
| 32 | CAPÍTULO 4 ILUMINACIÓN, VENTILACIÓN Y LIMITACIONES DE DESTINOS SECCIÓN 401 GENERALIDADES SECCIÓN 402 ILUMINACIÓN SECCIÓN 403 VENTILACIÓN SECCIÓN 404 LIMITACIONES DE DESTINO |
| 33 | REQUISITOS DE ÁREA MÍNIMA |
| 34 | CAPÍTULO 5 REQUISITOS DE INSTALACIONES HIDRÁULICAS Y SANITARIAS SECCIÓN 501 GENERALIDADES SECCIÓN 502 INSTALACIONES REQUERIDAS ELIMINADA SECCIÓN 503 CUARTOS SANITARIOS ELIMINADA SECCIÓN 504 SISTEMAS Y ARTEFACTOS HIDRAULICOS Y SANITARIOS SECCIÓN 505 SISTEMA DE AGUA |
| 35 | SECCIÓN 506 SISTEMA DE DESAGÜE SANITARIO SECCIÓN 507 DESAGÜE PLUVIAL |
| 36 | CAPÍTULO 6 REQUISITOS MECÁNICOS Y ELÉCTRICOS SECCIÓN 601 GENERALIDADES SECCIÓN 602 INSTALACIONES DE CALEFACCIÓN Y ENFRIAMIENTO SECCIÓN 603 EQUIPO MECÁNICO |
| 37 | SECCIÓN 604 INSTALACIONES ELÉCTRICAS |
| 38 | SECCIÓN 605 EQUIPO ELÉCTRICO SECCIÓN 606 ASCENSORES, ESCALERAS MECÁNICAS Y MONTACARGAS SECCIÓN 607 SISTEMAS DE CONDUCTOS |
| 40 | CAPÍTULO 7 REQUISITOS DE SEGURIDAD CONTRA INCENDIOS SECCIÓN 701 GENERALIDADES SECCIÓN 702 MEDIOS DE SALIDA SECCIÓN 703 CLASIFICACIÓN DE RESISTENCIA AL FUEGO |
| 41 | SECCIÓN 704 SISTEMAS DE PROTECCIÓN CONTRA INCENDIOS SECCIÓN 705 ALARMAS Y DETECCIÓN DE MONÓXIDO DE CARBONO |
| 42 | CAPÍTULO 8 NORMAS CITADAS ASME ASSE |
| 43 | CSA ICC NFPA |
| 44 | APÉNDICE A NORMA PARA ENTABLADO A101 GENERALIDADES A102 MATERIALES A103 INSTALACIÓN A104 NORMA CITADA TABLA A104.1 NORMA CITADA |
| 46 | APÉNDICE B JUNTA DE APELACIONES ELIMINADA |
| 48 | ÍNDICE ÍNDICE A B C |
| 49 | D |
| 50 | E F G |
| 51 | H I L M |
| 52 | MURO O P |
| 53 | R S |
| 54 | U V |
| Published By | Publication Date | Number of Pages |
| VA | 2021 | 55 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA PROPERTY MAINTENANCE CODE © |
| 2 | 2021 VIRGINIA PROPERTY MAINTENANCE CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC |
| 10 | TABLE OF CONTENTS |
| 12 | CHAPTER 1: ADMINISTRATION SECTION 101 GENERAL SECTION 102 PURPOSE AND SCOPE |
| 13 | SECTION 103 APPLICATION OF CODE |
| 15 | SECTION 104 ENFORCEMENT, GENERALLY |
| 17 | SECTION 105 VIOLATIONS |
| 18 | SECTION 106 UNSAFE STRUCTURES SECTION 107 APPEALS |
| 22 | CHAPTER 2: DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 24 | CHAPTER 3: GENERAL REQUIREMENTS SECTION 301 GENERAL SECTION 302 EXTERIOR PROPERTY AREAS SECTION 303 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 304 EXTERIOR STRUCTURE |
| 25 | SECTION 305 INTERIOR STRUCTURE SECTION 306 COMPONENT SERVICEABILITY DELETED SECTION 307 HANDRAILS AND GUARDRAILS |
| 26 | SECTION 308 RUBBISH AND GARBAGE SECTION 309 PEST INFESTATION AND EXTERMINATION SECTION 310 LEAD-BASED PAINT SECTION 311 ABOVEGROUND LIQUID FERTILIZER STORAGE TANKS (ALFSTs) |
| 28 | CHAPTER 4: LIGHT, VENTILATION AND OCCUPANCY LIMITATIONS SECTION 401 GENERAL SECTION 402 LIGHT SECTION 403 VENTILATION SECTION 404 OCCUPANCY LIMITATIONS |
| 29 | TABLE 404.5 MINIMUM AREA REQUIREMENTS |
| 30 | CHAPTER 5: PLUMBING REQUIREMENTS SECTION 501 GENERAL SECTION 502 REQUIRED FACILITIES DELETED SECTION 503 TOILET ROOMS DELETED SECTION 504 PLUMBING SYSTEMS AND FIXTURES SECTION 505 WATER SYSTEM |
| 31 | SECTION 506 SANITARY DRAINAGE SYSTEM SECTION 507 STORM DRAINAGE |
| 32 | CHAPTER 6: MECHANICAL AND ELECTRICAL REQUIREMENTS SECTION 601 GENERAL SECTION 602 HEATING AND COOLING FACILITIES SECTION 603 MECHANICAL EQUIPMENT |
| 33 | SECTION 604 ELECTRICAL FACILITIES SECTION 605 ELECTRICAL EQUIPMENT SECTION 606 ELEVATORS, ESCALATORS AND DUMBWAITERS |
| 34 | SECTION 607 DUCT SYSTEMS |
| 36 | CHAPTER 7: FIRE SAFETY REQUIREMENTS SECTION 701 GENERAL SECTION 702 MEANS OF EGRESS SECTION 703 FIRE-RESISTANCE RATINGS |
| 37 | SECTION 704 FIRE PROTECTION SYSTEMS TABLE 704.2 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS Deleted SECTION 705 CARBON MONOXIDE ALARMS AND DETECTION |
| 38 | CHAPTER 8: REFERENCED STANDARDS ASME ASSE CSA |
| 39 | ICC NFPA |
| 40 | APPENDIX A: BOARDING STANDARD A101 GENERAL A102 MATERIALS A103 INSTALLATION A104 REFERENCED STANDARD TABLE A104.1 REFERENCED STANDARD |
| 41 | FIGURE A103.1(1) BOARDING OF DOOR OR WINDOW FIGURE A103.1(2) BOARDING OF DOOR WALL |
| 42 | APPENDIX B BOARD OF APPEALS DELETED |
| 44 | INDEX |
| 52 | CHANGES TO THE CODE DEVELOPMENT PROCESS |
| 53 | ADDITIONAL CODE RESOURCES FROM ICC |
| 54 | ICC DIGITAL CODES PREMIUM |
| Published By | Publication Date | Number of Pages |
| VA | 2021 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA MECHANICAL CODE© |
| 2 | 2021 VIRGINIA MECHANICAL CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC and SFPC |
| 10 | TABLE OF CONTENTS |
| 14 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 15 | SECTION 102 PURPOSE AND SCOPE |
| 16 | SECTION 103 APPLICATION OF CODE |
| 18 | SECTION 104 ENFORCEMENT, GENERALLY |
| 19 | SECTION 105 LOCAL BUILDING DEPARTMENT |
| 20 | SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT |
| 23 | SECTION 109 CONSTRUCTION DOCUMENTS SECTION 110 PERMITS |
| 25 | SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIAL AND EQUIPMENT |
| 28 | SECTION 113 INSPECTIONS |
| 29 | SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS |
| 30 | SECTION 116 CERTIFICATES OF OCCUPANCY |
| 31 | SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION SECTION 118 BUILDINGS OR STRUCTURES THAT BECOME A THREAT TO PUBLIC SAFETY DURING CONSTRUCTION |
| 32 | SECTION 119 APPEALS |
| 36 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 48 | CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL |
| 49 | SECTION 302 PROTECTION OF STRUCTURE |
| 50 | SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION |
| 52 | SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE |
| 54 | SECTION 307 CONDENSATE DISPOSAL |
| 55 | TABLE 307.2.2 CONDENSATE DRAIN SIZING SECTION 308 CLEARANCE REDUCTION |
| 56 | TABLE 308.4.2 CLEARANCE REDUCTION METHODSb |
| 57 | SECTION 309 TEMPERATURE CONTROL SECTION 310 EXPLOSION CONTROL SECTION 311 SMOKE AND HEAT VENTS SECTION 312 HEATING AND COOLING LOAD CALCULATIONS |
| 58 | CHAPTER 4 VENTILATION SECTION 401 GENERAL TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS SECTION 402 NATURAL VENTILATION |
| 59 | SECTION 403 MECHANICAL VENTILATION |
| 60 | EQUATION 4-1 TABLE 403.3.1.1.1.2 ZONE AIR DISTRIBUTION EFFECTIVENESSa, b, c, d EQUATION 4-2 EQUATION 4-3 EQUATION 4-4 |
| 61 | TABLE 403.3.1.1 MINIMUM VENTILATION RATES |
| 62 | TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES |
| 63 | TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES |
| 64 | EQUATION 4-5 TABLE 403.3.1.1.2.3.2 SYSTEM VENTILATION EFFICIENCYa, b EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 |
| 65 | EQUATION 4-9 TABLE 403.3.2.3 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR GROUP R-2, R-3 AND R-4 OCCUPANCIES SECTION 404 ENCLOSED PARKING GARAGES SECTION 405 SYSTEMS CONTROL SECTION 406 VENTILATION OF UNINHABITED SPACES |
| 66 | SECTION 407 AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES |
| 68 | CHAPTER 5 EXHAUST SYSTEMS SECTION 501 GENERAL |
| 69 | SECTION 502 REQUIRED SYSTEMS EQUATION 5-1 |
| 76 | SECTION 503 MOTORS AND FANS SECTION 504 CLOTHES DRYER EXHAUST |
| 77 | TABLE 504.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 78 | SECTION 505 DOMESTIC COOKING EXHAUST EQUIPMENT |
| 79 | SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT |
| 84 | SECTION 507 COMMERCIAL KITCHEN HOODS |
| 86 | TABLE 507.2.8 MINIMUM DISTANCE BETWEEN THE LOWEST EDGE OF A GREASE FILTER AND THE COOKING SURFACE OR THE HEATING SURFACE |
| 87 | SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR |
| 88 | SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS |
| 90 | TABLE 510.8 MINIMUM DUCT THICKNESS TABLE 510.8.2 CLEARANCE TO COMBUSTIBLES SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS |
| 91 | TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS |
| 93 | EQUATION 5-2 |
| 94 | EQUATION 5-3 |
| 96 | SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS |
| 98 | CHAPTER 6 DUCT SYSTEMS SECTION 601 GENERAL |
| 99 | SECTION 602 PLENUMS |
| 101 | SECTION 603 DUCT CONSTRUCTION AND INSTALLATION |
| 102 | TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa |
| 103 | SECTION 604 INSULATION |
| 104 | SECTION 605 AIR FILTERS SECTION 606 SMOKE DETECTION SYSTEMS CONTROL |
| 105 | SECTION 607 DUCT AND TRANSFER OPENINGS |
| 106 | [BF] TABLE 607.3.2.1 FIRE DAMPER RATING |
| 111 | SECTION 608 BALANCING |
| 112 | CHAPTER 7 COMBUSTION AIR SECTION 701 GENERAL |
| 114 | CHAPTER 8 CHIMNEYS AND VENTS SECTION 801 GENERAL |
| 115 | SECTION 802 VENTS TABLE 802.2 VENT APPLICATION |
| 116 | SECTION 803 CONNECTORS TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES TABLE 803.9(2) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR MEDIUM- AND HIGH-HEAT APPLIANCES |
| 117 | TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCESa, b, c, d SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS |
| 118 | TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES |
| 119 | SECTION 805 FACTORY-BUILT CHIMNEYS SECTION 806 METAL CHIMNEYS |
| 120 | CHAPTER 9 SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT SECTION 901 GENERAL SECTION 902 MASONRY FIREPLACES SECTION 903 FACTORY-BUILT FIREPLACES SECTION 904 PELLET FUEL-BURNING APPLIANCES SECTION 905 FIREPLACE STOVES AND ROOM HEATERS SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES SECTION 907 INCINERATORS AND CREMATORIES |
| 121 | SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES |
| 122 | SECTION 911 DUCT FURNACES SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES |
| 123 | SECTION 916 POOL AND SPA HEATERS SECTION 917 COOKING APPLIANCES SECTION 918 FORCED-AIR WARM-AIR FURNACES SECTION 919 CONVERSION BURNERS SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES SECTION 923 SMALL CERAMIC KILNS |
| 124 | SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS SECTION 927 RADIANT HEATING SYSTEMS SECTION 928 EVAPORATIVE COOLING EQUIPMENT SECTION 929 UNVENTED ALCOHOL FUEL-BURNING DECORATIVE APPLIANCES SECTION 930 LARGE-DIAMETER CEILING FANS |
| 126 | CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS SECTION 1003 PRESSURE VESSELS SECTION 1004 BOILERS |
| 127 | TABLE 1004.3.1 BOILER TOP CLEARANCES SECTION 1005 BOILER CONNECTIONS SECTION 1006 SAFETY AND PRESSURE RELIEF VALVES AND CONTROLS |
| 128 | SECTION 1007 BOILER LOW-WATER CUTOFF SECTION 1008 BOTTOM BLOWOFF VALVE SECTION 1009 HOT WATER BOILER EXPANSION TANK |
| 129 | EQUATION 10-1 TABLE 1009.2 CLOSED-TYPE EXPANSION TANK SIZING SECTION 1010 GAUGES SECTION 1011 TESTS |
| 130 | CHAPTER 11 REFRIGERATION SECTION 1101 GENERAL TABLE 1101.2 FACTORY-BUILT EQUIPMENT AND APPLIANCES |
| 131 | SECTION 1102 SYSTEM REQUIREMENTS SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION |
| 132 | SECTION 1104 SYSTEM APPLICATION REQUIREMENTS |
| 133 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 134 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 135 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 136 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 137 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 138 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 139 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 140 | SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS |
| 141 | EQUATION 11-1 EQUATION 11-2 |
| 142 | SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS SECTION 1107 PIPING MATERIAL TABLE 1107.4 REFRIGERANT PIPE TABLE 1106.4.2 GROUP A2L and B2L DETECTOR ACTIVATION |
| 143 | TABLE 1107.5 REFRIGERANT PIPE FITTINGS TABLE 1107.5.1 COPPER BRAZED SWAGED CUP DEPTHS SECTION 1108 JOINTS AND CONNECTIONS |
| 144 | SECTION 1109 REFRIGERANT PIPE INSTALLATION |
| 145 | TABLE 1109.3.2 SHAFT VENTILATION VELOCITY |
| 146 | SECTION 1110 REFRIGERATION PIPING SYSTEM TEST |
| 147 | [F] SECTION 1111 PERIODIC TESTING |
| 148 | CHAPTER 12 HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE |
| 149 | TABLE 1202.5 HYDRONIC PIPE FITTINGS SECTION 1203 JOINTS AND CONNECTIONS |
| 151 | SECTION 1204 PIPE INSULATION SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION |
| 152 | SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS SECTION 1209 EMBEDDED PIPING SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS |
| 153 | TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS |
| 156 | CHAPTER 13 FUEL OIL PIPING AND STORAGE SECTION 1301 GENERAL SECTION 1302 MATERIAL TABLE 1302.3 FUEL OIL PIPING AND FITTINGS SECTION 1303 JOINTS AND CONNECTIONS |
| 157 | SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION |
| 158 | SECTION 1306 OIL GAUGING SECTION 1307 FUEL OIL VALVES SECTION 1308 TESTING |
| 160 | CHAPTER 14 SOLAR THERMAL SYSTEMS SECTION 1401 GENERAL SECTION 1402 DESIGN AND INSTALLATION |
| 162 | SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 LABELING |
| 164 | CHAPTER 15 REFERENCED STANDARDS ACCA AHRI AMCA ANSI ASHRAE |
| 165 | ASME |
| 166 | ASSE ASSP ASTM |
| 170 | AWS AWWA CPSC |
| 171 | CSA DOL FDA |
| 172 | FS ICC IIAR |
| 173 | MSS NAIMA NBBI NFPA |
| 174 | NSF SMACNA UL |
| 180 | APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS SECTION A101 CHIMNEY CONNECTOR SYSTEMS FIGURE A101.1(1) CHIMNEY CONNECTOR SYSTEMS |
| 181 | FIGURE A101.1(2) CHIMNEY CONNECTOR SYSTEMS |
| 182 | APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE SECTION B101 MECHANICAL WORK,OTHER THAN GAS PIPING SYSTEMS SECTION B102 FEE FOR REINSPECTION SECTION B103 TEMPORARY OPERATION INSPECTION FEE |
| 184 | [A] APPENDIX C BOARD OF APPEALS [A] SECTION C101 GENERAL |
| 186 | INDEX |
| 192 | ICC CHANGES TO THE CODE DEVELOPMENT PROCESS |
| 193 | ADDITIONAL CODE RESOURCES FROM ICC |
| 194 | ICC DIGITAL CODES PREMIUM |
| 195 | ICC EVALUATION SERVICE® |
| Published By | Publication Date | Number of Pages |
| VA | 2021 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA FUEL GAS© |
| 2 | 2021 VIRGINIA FUEL GAS© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC |
| 10 | TABLE OF CONTENTS |
| 12 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 13 | SECTION 102 PURPOSE AND SCOPE |
| 14 | SECTION 103 APPLICATION OF CODE |
| 16 | SECTION 104 ENFORCEMENT, GENERALLY |
| 17 | SECTION 105 LOCAL BUILDING DEPARTMENT |
| 18 | SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT |
| 21 | SECTION 109 CONSTRUCTION DOCUMENTS SECTION 110 PERMITS |
| 23 | SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIAL AND EQUIPMENT |
| 26 | SECTION 113 INSPECTIONS |
| 27 | SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS |
| 28 | SECTION 116 CERTIFICATES OF OCCUPANCY |
| 29 | SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION SECTION 118 BUILDINGS OR STRUCTURES THAT BECOME A THREAT TO PUBLIC SAFETY DURINGCONSTRUCTION |
| 30 | SECTION 119 APPEALS |
| 34 | CHAPTER 2 DEFINITIONS SECTION 201 (IFGC) GENERAL SECTION 202 (IFGC) GENERAL DEFINITIONS |
| 42 | CHAPTER 3 GENERAL REGULATIONS SECTION 301 (IFGC) GENERAL |
| 43 | SECTION 302 (IFGC) STRUCTURAL SAFETY |
| 44 | SECTION 303 (IFGC) APPLIANCE LOCATION |
| 45 | SECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 3-1 EQUATION 3-2 FIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section 304.5.3) |
| 46 | FIGURE 304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TOVENTILATED ATTIC (see Section 304.6.1) FIGURE 304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC(see Section 304.6.1) FIGURE 304.6.1(3) ALL AIR FROM OUTDOORS(see Section 304.6.1) |
| 47 | FIGURE 304.6.2 SINGLE COMBUSTION AIR OPENING,ALL AIR FROM THE OUTDOORS(see Section 304.6.2) |
| 48 | SECTION 305 (IFGC) INSTALLATION |
| 49 | SECTION 306 (IFGC) ACCESS AND SERVICE SPACE |
| 50 | SECTION 307 (IFGC) CONDENSATE DISPOSAL |
| 51 | SECTION 308 (IFGS) CLEARANCE REDUCTION |
| 52 | TABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa through k SECTION 309 (IFGC) ELECTRICAL SECTION 310 (IFGS) ELECTRICAL BONDING |
| 53 | FIGURE 308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS FIGURE 308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE 308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM |
| 56 | CHAPTER 4 GAS PIPING INSTALLATIONS SECTION 401 (IFGC) GENERAL SECTION 402 (IFGS) PIPE SIZING |
| 57 | EQUATION 4-1 EQUATION 4-2 TABLE 402.4Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS |
| 58 | TABLE 402.4(1) SCHEDULE 40 METALLIC PIPE |
| 59 | TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE |
| 60 | TABLE 402.4(3) SCHEDULE 40 METALLIC PIPE |
| 61 | TABLE 402.4(4) SCHEDULE 40 METALLIC PIPE |
| 62 | TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE |
| 63 | TABLE 402.4(6) SCHEDULE 40 METALLIC PIPE |
| 64 | TABLE 402.4(7) SCHEDULE 40 METALLIC PIPE |
| 65 | TABLE 402.4(8) SEMIRIGID COPPER TUBING |
| 66 | TABLE 402.4(9) SEMIRIGID COPPER TUBING |
| 67 | TABLE 402.4(10) SEMIRIGID COPPER TUBING |
| 68 | TABLE 402.4(11) SEMIRIGID COPPER TUBING |
| 69 | TABLE 402.4(12) SEMIRIGID COPPER TUBING |
| 70 | TABLE 402.4(13) SEMIRIGID COPPER TUBING |
| 71 | TABLE 402.4(14) SEMIRIGID COPPER TUBING |
| 72 | TABLE 402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 73 | TABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 74 | TABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 75 | TABLE 402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 76 | TABLE 402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 77 | TABLE 402.4(20) POLYETHYLENE PLASTIC PIPE |
| 78 | TABLE 402.4(21) POLYETHYLENE PLASTIC PIPE |
| 79 | TABLE 402.4(22) POLYETHYLENE PLASTIC PIPE |
| 80 | TABLE 402.4(23) POLYETHYLENE PLASTIC TUBING TABLE 402.4(24) POLYETHYLENE PLASTIC TUBING |
| 81 | TABLE 402.4(25) SCHEDULE 40 METALLIC PIPE |
| 82 | TABLE 402.4(26 SCHEDULE 40 METALLIC PIPE |
| 83 | TABLE 402.4(27) SCHEDULE 40 METALLIC PIPE |
| 84 | TABLE 402.4(28) SCHEDULE 40 METALLIC PIPE |
| 85 | TABLE 402.4(29) SEMIRIGID COPPER TUBING |
| 86 | TABLE 402.4(30) SEMIRIGID COPPER TUBING |
| 87 | TABLE 402.4(31) SEMIRIGID COPPER TUBING |
| 88 | TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 89 | TABLE 402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 90 | TABLE 402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST) |
| 91 | TABLE 402.4(35) POLYETHYLENE PLASTIC PIPE |
| 92 | TABLE 402.4(36) POLYETHYLENE PLASTIC PIPE |
| 93 | TABLE 402.4(37) POLYETHYLENE PLASTIC TUBING |
| 94 | SECTION 403 (IFGS) PIPING MATERIALS |
| 95 | TABLE 403.8.2 SPECIFICATIONS FOR THREADING METALLIC PIPE |
| 96 | SECTION 404 (IFGC) PIPING SYSTEM INSTALLATION |
| 99 | SECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING |
| 100 | TABLE 406.7.1.1 SIZE AND LENGTH OF PIPING |
| 101 | SECTION 407 (IFGC) PIPING SUPPORT SECTION 408 (IFGC) DRIPS AND SLOPED PIPING |
| 102 | TABLE 409.1.1 MANUAL GAS VALVE STANDARDS FIGURE 408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION 409 (IFGC) SHUTOFF VALVES |
| 103 | SECTION 410 (IFGC) FLOW CONTROLS |
| 104 | SECTION 411 (IFGC) APPLIANCE AND MANUFACTUREDHOME CONNECTIONS |
| 105 | SECTION 412 (IFGC) LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES |
| 106 | SECTION 413 (IFGC) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES |
| 108 | [F] TABLE 413.10.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 414 (IFGC) SUPPLEMENTAL AND STANDBY GAS SUPPLY SECTION 415 (IFGS) PIPING SUPPORT INTERVALS TABLE 415.1 SUPPORT OF PIPING SECTION 416 (IFGS) OVERPRESSURE PROTECTION DEVICES |
| 110 | CHAPTER 5 CHIMNEYS AND VENTS SECTION 501 (IFGC) GENERAL |
| 111 | SECTION 502 (IFGC) VENTS |
| 112 | SECTION 503 (IFGS) VENTING OF APPLIANCES |
| 113 | TABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED |
| 115 | FIGURE 503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL |
| 117 | FIGURE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE |
| 118 | TABLE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE |
| 119 | TABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES TABLE 503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES |
| 120 | TABLE 503.10.5 CLEARANCES FOR CONNECTORSa |
| 121 | SECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS |
| 124 | TABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH |
| 126 | SECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION 506 (IFGC) FACTORY-BUILT CHIMNEYS |
| 127 | TABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT |
| 128 | TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT |
| 129 | TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT |
| 130 | TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT |
| 131 | TABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT |
| 132 | TABLE 504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT |
| 133 | TABLE 504.2(3) MASONRY CHIMNEY |
| 134 | TABLE 504.2(3)—continued MASONRY CHIMNEY |
| 135 | TABLE 504.2(4) MASONRY CHIMNEY |
| 136 | TABLE 504.2(4)—continued MASONRY CHIMNEY |
| 137 | TABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT |
| 138 | TABLE 504.2(6) EXTERIOR MASONRY CHIMNEY |
| 139 | TABLE 504.3(1) TYPE B DOUBLE-WALL VENT |
| 140 | TABLE 504.3(1)—continued TYPE B DOUBLE-WALL VENT |
| 141 | TABLE 504.3(2) TYPE B DOUBLE-WALL VENT |
| 142 | TABLE 504.3(3) MASONRY CHIMNEY |
| 143 | TABLE 504.3(4) MASONRY CHIMNEY |
| 144 | TABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT |
| 145 | TABLE 504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b)—continued EXTERIOR MASONRY CHIMNEY |
| 146 | TABLE 504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b)—continued EXTERIOR MASONRY CHIMNEY |
| 148 | CHAPTER 6 SPECIFIC APPLIANCES SECTION 601 (IFGC) GENERAL SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 603 (IFGC) LOG LIGHTERS SECTION 604 (IFGC) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS SECTION 606 (IFGC) INCINERATORS AND CREMATORIES SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS SECTION 608 (IFGC) VENTED WALL FURNACES |
| 149 | SECTION 609 (IFGC) FLOOR FURNACES SECTION 610 (IFGC) DUCT FURNACES SECTION 611 (IFGC) NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS |
| 150 | SECTION 612 (IFGC) RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS SECTION 613 (IFGC) CLOTHES DRYERS SECTION 614 (IFGC) CLOTHES DRYER EXHAUST |
| 151 | [M] TABLE 614.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH |
| 152 | SECTION 615 (IFGC) SAUNA HEATERS |
| 153 | SECTION 616 (IFGC) ENGINE AND GAS TURBINE-POWERED EQUIPMENT SECTION 617 (IFGC) POOL AND SPA HEATERS SECTION 618 (IFGC) FORCED-AIR WARM-AIR FURNACES |
| 154 | SECTION 619 (IFGC) CONVERSION BURNERS SECTION 620 (IFGC) UNIT HEATERS SECTION 621 (IFGC) UNVENTED ROOM HEATERS |
| 155 | SECTION 622 (IFGC) VENTED ROOM HEATERS SECTION 623 (IFGC) COOKING APPLIANCES SECTION 624 (IFGC) WATER HEATERS |
| 156 | SECTION 625 (IFGC) REFRIGERATORS SECTION 626 (IFGC) GAS-FIRED TOILETS SECTION 627 (IFGC) AIR-CONDITIONING APPLIANCES |
| 157 | SECTION 628 (IFGC) ILLUMINATING APPLIANCES SECTION 629 (IFGC) SMALL CERAMIC KILNS SECTION 630 (IFGC) INFRARED RADIANT HEATERS SECTION 631 (IFGC) BOILERS SECTION 632 (IFGC) EQUIPMENT INSTALLED IN EXISTING UNLISTED BOILERS SECTION 633 (IFGC) STATIONARY FUEL-CELL POWER SYSTEMS SECTION 634 (IFGC) GASEOUS HYDROGEN SYSTEMS |
| 158 | SECTION 635 (IFGC) OUTDOOR DECORATIVE APPLIANCES |
| 160 | CHAPTER 7 GASEOUS HYDROGEN SYSTEMS SECTION 701 (IFGC) GENERAL SECTION 702 (IFGC) GENERAL DEFINITIONS SECTION 703 (IFGC) GENERAL REQUIREMENTS |
| 161 | SECTION 704 (IFGC) PIPING, USE AND HANDLING |
| 162 | SECTION 705 (IFGC) TESTING OF HYDROGEN PIPING SYSTEMS |
| 163 | SECTION 706 (IFGC) LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION 707 (IFGC) OPERATION AND MAINTENANCE OF GASEOUS HYDROGEN SYSTEMS SECTION 708 (IFGC) DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS |
| 164 | IFGC/IFGS CHAPTER 8 REFERENCED STANDARDS ANSI |
| 166 | ASME ASSP ASTM |
| 167 | CGA CSA |
| 168 | DOTn ICC MSS NFPA |
| 169 | SMACNA UL |
| 170 | APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING SECTION A101 GENERAL PIPING CONSIDERATIONS SECTION A102 DESCRIPTION OF TABLES |
| 171 | TABLE A102.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 172 | TABLE A102.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES |
| 173 | TABLE A102.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1)THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 SECTION A103 USE OF CAPACITY TABLES |
| 175 | TABLE A103.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION A104 USE OF SIZING EQUATIONS |
| 176 | SECTION A105 PIPE AND TUBE DIAMETERS TABLE A105.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A105.2 COPPER TUBE STANDARD SIZES |
| 177 | SECTION A106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING FIGURE A106.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM |
| 178 | FIGURE A106.2 PIPING PLAN SHOWING A CSST SYSTEM FIGURE A106.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM |
| 179 | FIGURE A106.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM |
| 182 | APPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES ANDAPPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION B101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE B101.1 EXAMPLE 1—SINGLE DRAFTHOOD-EQUIPPED APPLIANCE |
| 183 | FIGURE B101.2 EXAMPLE 2—SINGLE FAN-ASSISTED APPLIANCE FIGURE B101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT |
| 184 | FIGURE B101.4(2) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITHA SINGLE-WALL METAL VENT CONNECTOR FIGURE B101.4(3) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEYOF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B101.4(4) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEYAND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B101.4(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING ASINGLE DRAFT-HOOD-EQUIPPED APPLIANCE |
| 185 | SECTION B102 EXAMPLES USING COMMON VENTING TABLES FIGURE B102.1 EXAMPLE 4—COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES |
| 186 | FIGURE B102.2 EXAMPLE 5A—COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT |
| 187 | TABLE B102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa |
| 188 | FIGURE B102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE B102.5(3) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCESWITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCESWITH SINGLE-WALL METAL VENT CONNECTORS |
| 189 | FIGURE B102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE B102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE B102.5(7) USE OF OFFSET COMMON VENT |
| 190 | FIGURE B102.5(8) MULTISTORY GAS VENT DESIGN PROCEDUREFOR EACH SEGMENT OF SYSTEM FIGURE B102.5(9) MULTISTORY VENT SYSTEMS |
| 191 | FIGURE B102.5(10) NATIONAL FUEL GAS CODE 99-PERCENT WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES |
| 192 | APPENDIX C (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION SECTION C101 GENERAL SECTION C102 OCCUPANT AND INSPECTOR SAFETY |
| 193 | SECTION C103 GAS PIPING AND CONNECTIONS INSPECTIONS SECTION C104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING |
| 194 | SECTION C105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING |
| 195 | SECTION C106 APPLIANCE-SPECIFIC INSPECTIONS |
| 197 | TABLE C106 CO THRESHOLDS TABLE C106—continued CO THRESHOLDS |
| 198 | APPENDIX D (IFGC) BOARD OF APPEALS SECTION D101 GENERAL |
| 200 | INDEX |
| 204 | ICC EVALUATION SERVICE® |
| 205 | ICC DIGITIAL CODES PREMIUM® |
| Published By | Publication Date | Number of Pages |
| VA | 2021 | 215 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA PLUMBING CODE © |
| 2 | 2021 VIRGINIA PLUMBING CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 10 | TABLE OF CONTENTS |
| 14 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 15 | SECTION 102 PURPOSE AND SCOPE |
| 16 | SECTION 103 APPLICATION OF CODE |
| 18 | SECTION 104 ENFORCEMENT, GENERALLY |
| 19 | SECTION 105 LOCAL BUILDING DEPARTMENT |
| 20 | SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT |
| 23 | SECTION 109 CONSTRUCTION DOCUMENTS SECTION 110 PERMITS |
| 25 | SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIAL AND EQUIPMENT |
| 28 | SECTION 113 INSPECTIONS |
| 29 | SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS |
| 30 | SECTION 116 CERTIFICATES OF OCCUPANCY |
| 31 | SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION SECTION 118 BUILDINGS OR STRUCTURES THAT BECOME A THREAT TO PUBLIC SAFETY DURING CONSTRUCTION |
| 32 | SECTION 119 APPEALS |
| 36 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 44 | CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 MATERIALS |
| 45 | SECTION 304 RODENTPROOFING SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SECTION 306 TRENCHING, EXCAVATION AND BACKFILL |
| 46 | SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT |
| 47 | SECTION 309 FLOOD HAZARD RESISTANCE TABLE 308.5 HANGER SPACING |
| 48 | SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS SECTION 311 TOILET FACILITIES FOR WORKERS DELETED SECTION 312 TESTS AND INSPECTIONS |
| 49 | SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL [M] TABLE 314.2.2 CONDENSATE DRAIN SIZING |
| 50 | SECTION 315 PENETRATIONS SECTION 316 ALTERNATIVE ENGINEERED DESIGN |
| 52 | 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 403.1.1 and 403.2) |
| 53 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) |
| 54 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) |
| 55 | TABLE 403.1.4 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES FOR MARINAS |
| 57 | SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES |
| 59 | SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS |
| 60 | SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 412 FAUCETS AND FIXTURE FITTINGS |
| 61 | SECTION 413 FLOOR AND TRENCH DRAINS SECTION 414 FLOOR SINKS SECTION 415 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS |
| 62 | SECTION 416 FOOD WASTE DISPOSER UNITS SECTION 417 GARBAGE CAN WASHERS SECTION 418 LAUNDRY TRAYS SECTION 419 LAVATORIES SECTION 420 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 421 SHOWERS |
| 64 | SECTION 422 SINKS SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 URINALS SECTION 425 WATER CLOSETS SECTION 426 WHIRLPOOL BATHTUBS |
| 66 | CHAPTER 5 WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION |
| 67 | SECTION 503 CONNECTIONS SECTION 504 SAFETY DEVICES |
| 68 | SECTION 505 INSULATION |
| 70 | CHAPTER 6 WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED |
| 71 | SECTION 603 WATER SERVICE SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS |
| 72 | TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES |
| 73 | TABLE 604.10.1 MANIFOLD SIZING SECTION 605 MATERIALS, JOINTS AND CONNECTIONS TABLE 605.3 WATER SERVICE PIPE |
| 74 | TABLE 605.4 WATER DISTRIBUTION PIPE TABLE 605.7 VALVES |
| 75 | TABLE 605.5 PIPE FITTINGS TABLE 605.8 MANUFACTURED PIPE NIPPLES |
| 78 | SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM |
| 79 | TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607 HOT WATER SUPPLY SYSTEM |
| 80 | SECTION 608 PROTECTION OF POTABLE WATER SUPPLY |
| 81 | TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS |
| 82 | FIGURE 608.9.1 PICTOGRAPH—DO NOT DRINK |
| 83 | TABLE 608.9.2.2 SIZE OF PIPE IDENTIFICATION |
| 84 | TABLE 608.16.1 MINIMUM REQUIRED AIR GAPS |
| 86 | TABLE 608.18.1 DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES SECTION 609 HEALTH CARE PLUMBING |
| 87 | SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES |
| 88 | CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE |
| 89 | TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE |
| 90 | TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE |
| 91 | SECTION 705 JOINTS |
| 93 | TABLE 705.18 CAULKING FERRULE SPECIFICATIONS TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS |
| 94 | TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS |
| 95 | SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS |
| 96 | TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS |
| 97 | SECTION 710 DRAINAGE SYSTEM SIZING TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE |
| 98 | SECTION 712 SUMPS AND EJECTORS |
| 99 | TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 COMPUTERIZED DRAINAGE DESIGN SECTION 714 BACKWATER VALVES SECTION 715 VACUUM DRAINAGE SYSTEMS SECTION 716 REPLACEMENT OF UNDERGROUNDBUILDING SEWERS AND BUILDING DRAINS BY PIPE-BURSTING METHODS |
| 100 | SECTION 717 RELINING BUILDING SEWERS AND BUILDING DRAINS SECTION 718 REHABILITATION OF BUILDING SEWERS AND BUILDING DRAINS |
| 102 | CHAPTER 8 INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES |
| 103 | SECTION 803 SPECIAL WASTES |
| 104 | CHAPTER 9 VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 VENT TERMINALS |
| 105 | SECTION 904 OUTDOOR VENT EXTENSIONS SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 VENT PIPE SIZING |
| 106 | TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS |
| 107 | TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 907 VENTS FOR STACK OFFSETS SECTION 908 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS |
| 108 | SECTION 909 FIXTURE VENTS TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION 910 INDIVIDUAL VENT SECTION 911 COMMON VENT TABLE 911.3 COMMON VENT SIZES SECTION 912 WET VENTING |
| 109 | TABLE 912.3 WET VENT SIZE SECTION 913 WASTE STACK VENT SECTION 914 CIRCUIT VENTING |
| 110 | SECTION 915 COMBINATION WASTE AND VENT SYSTEM TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION 916 ISLAND FIXTURE VENTING SECTION 917 SINGLE-STACK VENT SYSTEM |
| 111 | TABLE 917.2 SINGLE STACK SIZE SECTION 918 AIR ADMITTANCE VALVES |
| 112 | SECTION 919 ENGINEERED VENT SYSTEMS TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUALBRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES EQUATION 9-1 SECTION 920 COMPUTERIZED VENT DESIGN |
| 114 | CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS |
| 115 | SECTION 1003 INTERCEPTORS AND SEPARATORS |
| 116 | TABLE 1003.3.5.1 CAPACITY OF GREASE INTERCEPTORSa |
| 117 | SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS |
| 118 | CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE |
| 119 | TABLE 1102.5 SUBSOIL DRAIN PIPE TABLE 1102.7 PIPE FITTINGS SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS |
| 120 | TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS |
| 121 | FIGURE 1106.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 122 | FIGURE 1106.1(2)100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 123 | FIGURE 1106.1(3)100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 124 | FIGURE 1106.1(4)100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 125 | FIGURE 1106.1(5)100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 126 | TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING |
| 127 | TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER |
| 128 | SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1111 SUBSOIL DRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS SECTION 1114 VALUES FOR CONTINUOUS FLOW |
| 130 | CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS |
| 132 | CHAPTER 13 NONPOTABLE WATER SYSTEMS SECTION 1301 GENERAL FIGURE 1301.4 PICTOGRAPH—DO NOT DRINK |
| 135 | SECTION 1302 GRAYWATER NONPOTABLE WATER SYSTEMS TABLE 1302.5.1 LOCATION OF NONPOTABLE GRAYWATER REUSE STORAGE TANKS |
| 136 | TABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKSDELETED SECTION 1303 RAINWATER NONPOTABLE WATER SYSTEMS |
| 137 | TABLE 1303.8.1 LOCATION OF RAINWATER STORAGE TANKS TABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS DELETED SECTION 1304 RECLAIMED WATER SYSTEMS |
| 140 | CHAPTER 14 SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEMS SECTION 1401 GENERAL SECTION 1402 SYSTEM DESIGN AND SIZING EQUATION 14-1 |
| 141 | SECTION 1403 INSTALLATION TABLE 1403.1.1 DESIGN LOADING RATE TABLE 1402.3 LOCATION OF SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEM |
| 142 | TABLE 1403.2 DISTRIBUTION PIPE |
| 144 | CHAPTER 15 REFERENCED STANDARDS ANSI ASHRAE ASME |
| 146 | ASPE |
| 147 | ASSE |
| 149 | ASTM |
| 154 | AWS AWWA |
| 155 | CISPI CSA |
| 157 | IAPMO |
| 158 | ICC ISEA MSS |
| 159 | NFPA NGWA NSF |
| 160 | PDI UL |
| 162 | APPENDIX A PLUMBING PERMIT FEE SCHEDULE TABLE A101 EXAMPLE OF PERMIT FEE SCHEDULE PERMIT ISSUANCE UNIT FEE SCHEDULE OTHER INSPECTIONS AND FEES |
| 164 | APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES TABLE B101 RATES OF RAINFALL FOR VARIOUS CITIESa |
| 165 | TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa |
| 166 | TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa |
| 167 | TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa |
| 168 | APPENDIX C STRUCTURAL SAFETY SECTION C101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS |
| 170 | APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
| 171 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
| 172 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
| 173 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
| 174 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
| 175 | TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES |
| 176 | APPENDIX E SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE |
| 180 | TABLE E103.3.1(1) SUMMATION OF DEVELOPED PIPE LENGTHS |
| 181 | TABLE E103.3.1(2) FITTING PRESSURE LOSSES EXPRESSED IN EQUIVALENT LENGTHS (formerly Table E1) TABLE E103.3.1(3) TOTAL FRICTION LOSS EQUIVALENT PIPING LENGTH (formerly Table E2) |
| 182 | FIGURE E103.3(1) EXAMPLE—SIZING |
| 183 | TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS |
| 184 | TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa |
| 185 | TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND |
| 186 | TABLE E103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) |
| 187 | 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) |
| 188 | FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) |
| 189 | FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) |
| 190 | FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) |
| 191 | FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa |
| 192 | FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa |
| 193 | FIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa |
| 194 | SECTION E104 SELECTION OF PIPE SIZE SECTION E105 DETERMINATION OF PIPE VOLUMES |
| 195 | TABLE E104.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
| 196 | TABLE E104.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTIONPIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) |
| 197 | TABLE E105.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING |
| 198 | [A] APPENDIX F BOARD OF APPEALS [A] SECTION F101 GENERAL |
| 200 | INDEX |
| 212 | ICC CHANGES TO THE CODE DEVELOPMENT PROCESS |
| 213 | ICC EVALUATION SERVICE® |
| 214 | ICC DIGITAL CODES PREMIUM |
| 215 | ICC ADDITIONAL CODE RESOURCES FROM ICC |
| Published By | Publication Date | Number of Pages |
| VA | 2021 | 291 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA EXISTING BUILDING CODE© |
| 2 | 2021 VIRGINIA EXISTING BUILDING CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC |
| 10 | TABLE OF CONTENTS |
| 14 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 15 | SECTION 102 PURPOSE AND SCOPE |
| 16 | SECTION 103 APPLICATION OF CODE |
| 18 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 22 | CHAPTER 3 GENERAL PROVISIONS AND SPECIAL DETAILED REQUIREMENTS SECTION 301 GENERAL SECTION 302 BUILDING MATERIALS AND SYSTEMS SECTION 303 FIRE ESCAPES |
| 23 | SECTION 304 GLASS REPLACEMENT AND REPLACEMENT WINDOWS SECTION 305 SEISMIC FORCE-RESISTING SYSTEMS |
| 24 | TABLE 305.2.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH VCC-LEVEL SEISMIC FORCES TABLE 305.2.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED VCC-LEVEL SEISMIC FORCES SECTION 306 HIGHER EDUCATION LABORATORIES |
| 25 | TABLE 306.1.1(1) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH HIGHER EDUCATION LABORATORIES TABLE 306.1.1(2) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATICSPRINKLER SYSTEM IN ACCOURDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH HIGHER EDUCATION LABORATORIES |
| 26 | CHAPTER 4 ACCESSIBILITY SECTION 401 GENERAL SECTION 402 CHANGE OF OCCUPANCY SECTION 403 ADDITIONS SECTION 404 ALTERATIONS |
| 27 | TABLE 404.4.5 RAMPS |
| 28 | SECTION 405 HISTORIC BUILDINGS |
| 30 | CHAPTER 5 REPAIRS SECTION 501 GENERAL SECTION 502 STRUCTURAL |
| 31 | SECTION 503 FLOOD HAZARD AREAS SECTION 504 ELECTRICAL SECTION 505 MECHANICAL |
| 32 | SECTION 506 PLUMBING SECTION 507 ENERGY CONSERVATION |
| 34 | CHAPTER 6 ALTERATIONS SECTION 601 GENERAL |
| 35 | SECTION 602 ALTERATION—LEVEL 1 |
| 37 | SECTION 603 ALTERATION—LEVEL 2 |
| 40 | CHAPTER 7 CHANGE OF OCCUPANCY SECTION 701 GENERAL SECTION 702 SPECIAL USE AND OCCUPANCY SECTION 703 BUILDING ELEMENTS AND MATERIALS SECTION 704 FIRE PROTECTION |
| 41 | SECTION 705 MEANS OF EGRESS TABLE 705.2 MEANS OF EGRESS HAZARD CATEGORIES |
| 43 | SECTION 706 HEIGHTS AND AREAS TABLE 706.2 HEIGHTS AND AREAS HAZARD CATEGORIES SECTION 707 EXTERIOR WALL FIRE-RESISTANCE RATINGS TABLE 707.1 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES |
| 44 | SECTION 708 ELECTRICAL AND LIGHTING SECTION 709 MECHANICAL AND VENTILATION SECTION 710 PLUMBING SECTION 711 STRUCTURAL |
| 45 | SECTION 712 ACCESSIBILITY |
| 46 | CHAPTER 8 ADDITIONS SECTION 801 GENERAL SECTION 802 HEIGHTS AND AREAS SECTION 803 STRUCTURAL |
| 47 | SECTION 804 FLOOD HAZARD AREAS SECTION 805 ENERGY CONSERVATION |
| 50 | CHAPTER 9 HISTORIC BUILDINGS SECTION 901 GENERAL SECTION 902 FLOOD HAZARD AREAS SECTION 903 REPAIRS SECTION 904 (RESERVED) SECTION 905 ALTERATIONS |
| 51 | SECTION 906 CHANGE OF OCCUPANCY SECTION 907 STRUCTURAL |
| 52 | CHAPTER 10 MOVED BUILDINGS AND STRUCTURES SECTION 1001 GENERAL SECTION 1002 REQUIREMENTS |
| 54 | CHAPTER 11 RETROFIT REQUIREMENTS SECTION 1101 GENERAL |
| 58 | CHAPTER 12 CONSTRUCTION SAFEGUARDS SECTION 1201 GENERAL |
| 59 | SECTION 1202 PROTECTION OF ADJOINING PROPERTIES SECTION 1203 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY TABLE 1201.6 PROTECTION OF PEDESTRIANS |
| 60 | SECTION 1204 FIRE EXTINGUISHERS SECTION 1205 MEANS OF EGRESS SECTION 1206 STANDPIPE SYSTEMS SECTION 1207 AUTOMATIC SPRINKLER SYSTEM SECTION 1208 ACCESSIBILITY SECTION 1209 WATER SUPPLY FOR FIRE PROTECTION SECTION 1210 DEMOLITION |
| 62 | CHAPTER 13 REFERENCED STANDARDS ACI API ASCE/SEI ASHRAE ASME ASTM |
| 63 | ICC NFPA TFI |
| 64 | UL |
| 66 | CHAPTER 14 COMPLIANCE ALTERNATIVE—CHANGE OF OCCUPANCY SECTION 1401 GENERAL SECTION 1402 EVALUATION PROCESS SECTION 1403 EVALUATION DATA EQUATION 14-1 EQUATION 14-2 |
| 67 | EQUATION 14-3 EQUATION 14-4 TABLE 1403.3 COMPARTMENTATION VALUES TABLE 1403.4 SEPARATION VALUES |
| 68 | TABLE 1403.5 CORRIDOR WALL VALUES TABLE 1403.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 1403.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 14-5 |
| 69 | TABLE 1403.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1403.9 FIRE ALARM SYSTEM VALUES TABLE 1403.10 SMOKE CONTROL VALUES |
| 70 | TABLE 1403.11 MEANS OF EGRESS VALUES TABLE 1403.12 DEAD-END VALUES |
| 71 | EQUATION 14-6 TABLE 1403.14 ELEVATOR CONTROL VALUES TABLE 1403.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES TABLE 1403.16 MIXED OCCUPANCY VALUESa |
| 72 | TABLE 1403.17 SPRINKLER SYSTEM VALUES TABLE 1403.18 STANDPIPE SYSTEM VALUES TABLE 1403.19 INCIDENTAL USE AREA VALUES |
| 73 | SECTION 1404 EVALUATION SCORES TABLE 1404.2 MANDATORY SAFETY SCORESa |
| 74 | TABLE 1404.1 SUMMARY SHEET—BUILDING CODE |
| 76 | APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A101 PURPOSE SECTION A102 SCOPE [BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A103 DEFINITIONS |
| 77 | SECTION A104 SYMBOLS AND NOTATIONS |
| 78 | SECTION A105 GENERAL REQUIREMENTS |
| 79 | SECTION A106 MATERIALS REQUIREMENTS EQUATION A1-1 EQUATION A1-2 |
| 80 | SECTION A107 QUALITY CONTROL |
| 81 | SECTION A108 DESIGN STRENGTHS EQUATION A1-3 EQUATION A1-4 SECTION A109 ANALYSIS AND DESIGN PROCEDURE |
| 82 | [BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS SECTION A110 GENERAL PROCEDURE EQUATION A1-5 |
| 83 | [BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION SECTION A111 SPECIAL PROCEDURE |
| 84 | [BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS EQUATION A1-6 EQUATION A1-7 EQUATION A1-8 EQUATION A1-9 |
| 85 | [BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN EQUATION A1-11 EQUATION A1-12 |
| 86 | [BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 EQUATION A1-16 EQUATION A1-17 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-18 EQUATION A1-19 EQUATION A1-20 |
| 87 | EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 [BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 88 | SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS [BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS |
| 89 | SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY [BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS |
| 90 | CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201 PURPOSE SECTION A202 SCOPE SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS |
| 91 | SECTION A206 ANALYSIS AND DESIGN |
| 92 | SECTION A207 MATERIALS OF CONSTRUCTION |
| 94 | CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS |
| 95 | SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS |
| 96 | [BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) |
| 97 | [BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) |
| 98 | [BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS |
| 99 | [BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION |
| 100 | [BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 101 | [BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION [BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 102 | [BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION [BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING |
| 103 | [BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATIONa, b |
| 104 | [BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b [BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS |
| 105 | [BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING [BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b |
| 106 | [BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS |
| 107 | [BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS |
| 108 | [BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION |
| 109 | [BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT |
| 112 | CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN |
| 114 | SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY |
| 115 | SECTION A405 MATERIALS OF CONSTRUCTION SECTION A406 CONSTRUCTION DOCUMENTS |
| 116 | SECTION A407 QUALITY CONTROL |
| 118 | CHAPTER A5 REFERENCED STANDARDS SECTION A501 REFERENCED STANDARDS TABLE A501.1 REFERENCED STANDARDS TABLE A501.1—continued REFERENCED STANDARDS |
| 120 | APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS |
| 121 | SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS [BE] TABLE B104.1 REFERENCED STANDARDS |
| 122 | APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS SECTION C101 GENERAL SECTION C102 DEFINITIONS |
| 123 | SECTION C103 MATERIALS OF CONSTRUCTION [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS |
| 124 | [BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE |
| 125 | [BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY |
| 126 | [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END |
| 127 | [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP [BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP |
| 128 | [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP |
| 129 | [BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE |
| 131 | [BS] FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME) [BS] FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END) |
| 132 | [BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION |
| 133 | [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION |
| 134 | [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES |
| 135 | [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES |
| 136 | [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS |
| 137 | [BS] FIGURE C104.3.4 NAIL PLATE FASTENING |
| 138 | [BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD [BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD |
| 139 | [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES |
| 140 | [BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES |
| 141 | [BS] TABLE C104.5.2 SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW |
| 142 | CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS |
| 143 | [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING |
| 144 | CHAPTER C3 REFERENCED STANDARDS SECTION C301 REFERENCED STANDARDS [BS] TABLE C301.1 REFERENCED STANDARDS |
| 146 | APPENDIX D BOARD OF APPEALS DELETED |
| 148 | RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE |
| 149 | 1. FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES |
| 150 | 2. BUILDING EVALUATION |
| 151 | FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES |
| 152 | FIGURE 2 PRELIMINARY EVALUATION WORKSHEET |
| 153 | 3. FINAL EVALUATION AND DESIGN SOLUTION |
| 159 | FIGURE 3 MODIFICATION DETAILS |
| 160 | 4. SUMMARY |
| 162 | APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS |
| 165 | SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0 TO LESS THAN 4 THICK TABLE 1.1.1 MASONRY WALLS 0 TO LESS THAN 4 THICK |
| 166 | TABLE 1.1.1—continued MASONRY WALLS 0 TO LESS THAN 4 THICK |
| 167 | TABLE 1.1.1—continued MASONRY WALLS 0 TO LESS THAN 4 THICK |
| 168 | FIGURE 1.1.2 MASONRY WALLS 4 TO LESS THAN 6 THICK TABLE 1.1.2 MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 169 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 170 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 171 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 172 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 173 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 174 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 175 | FIGURE 1.1.3 MASONRY WALLS 6 TO LESS THAN 8 THICK TABLE 1.1.3 MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 176 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 177 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 178 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 179 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 180 | FIGURE 1.1.4 MASONRY WALLS 8 TO LESS THAN 10 THICK TABLE 1.1.4 MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 181 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 182 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 183 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 184 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 185 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 186 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 187 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 188 | FIGURE 1.1.5 MASONRY WALLS 10 TO LESS THAN 12 THICK TABLE 1.1.5 MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 189 | TABLE 1.1.5—continued MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 190 | TABLE 1.1.5—continued MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 191 | TABLE 1.1.5—continued MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 192 | FIGURE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK TABLE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 193 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 194 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 195 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 196 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 197 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 198 | FIGURE 1.1.7 MASONRY WALLS 14 OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14 OR MORE THICK |
| 199 | TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK |
| 200 | TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK |
| 201 | FIGURE 1.2.1 METAL FRAME WALLS 0 TO LESS THAN 4 THICK TABLE 1.2.1 METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 202 | TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 203 | TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 204 | TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 205 | FIGURE 1.2.2 METAL FRAME WALLS 4 TO LESS THAN 6 THICK TABLE 1.2.2 METAL FRAME WALLS 4 TO LESS THAN 6 THICK |
| 206 | TABLE 1.2.2—continued METAL FRAME WALLS 4 TO LESS THAN 6 THICK |
| 207 | TABLE 1.2.3 METAL FRAME WALLS 6 TO LESS THAN 8 THICK |
| 208 | TABLE 1.2.4 METAL FRAME WALLS 8 TO LESS THAN 10 THICK |
| 209 | TABLE 1.3.1 WOOD FRAME WALLS 0 TO LESS THAN 4 THICK |
| 210 | FIGURE 1.3.2 WOOD FRAME WALLS 4 TO LESS THAN 6 THICK TABLE 1.3.2 WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 211 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 212 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK. |
| 213 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 214 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 215 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 216 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 217 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 218 | TABLE 1.3.3 WOOD FRAME WALLS 6 TO LESS THAN 8 THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0 TO LESS THAN 4 THICK |
| 219 | TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4 TO LESS THAN 6 THICK |
| 220 | FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS |
| 221 | TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS |
| 222 | SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0 TO LESS THAN 6 |
| 223 | FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 224 | TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 10 TO LESS THAN 12 |
| 225 | TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 10 TO LESS THAN 12 |
| 226 | TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 227 | TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 TO LESS THAN 16 |
| 228 | FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18 TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18 |
| 229 | TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18 |
| 230 | TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18 TO LESS THAN 20 |
| 231 | FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 |
| 232 | TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 233 | TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 TO LESS THAN 16 TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16 TO LESS THAN 18 TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20 TO LESS THAN 22 |
| 234 | TABLE 2.2 ROUND CAST IRON COLUMNS |
| 235 | FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS |
| 236 | TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION LESS THAN 6 |
| 237 | TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS6 TO LESS THAN 8 THICK |
| 238 | FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 8 TO LESS THAN 10 |
| 239 | TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 |
| 240 | FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 241 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10 TO LESS THAN 12 |
| 242 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 243 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 244 | FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 245 | TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 246 | FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 TO LESS THAN 16 TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16 |
| 247 | TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 TO LESS THAN 16 |
| 248 | TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16 TO LESS THAN 18 TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 249 | TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16 |
| 250 | TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6 TO LESS THAN 8 TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6 TO LESS THAN 8 |
| 251 | TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 252 | SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 253 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 254 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 255 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 256 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 257 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 258 | FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 259 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 260 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 261 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 262 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 263 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 264 | FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 265 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 266 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 267 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 268 | FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 269 | TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 270 | TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 271 | SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 |
| 272 | TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMSDEPTH 10 TO LESS THAN 12 |
| 273 | TABLE 4.1.1—continued REINFORCED CONCRETE BEAMSDEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 |
| 274 | TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14 |
| 275 | TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14 |
| 276 | TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14 TO LESS THAN 16 |
| 277 | TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10 TO LESS THAN 12 TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH10 TO LESS THAN 12 |
| 278 | SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 279 | TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 280 | TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 281 | BIBLIOGRAPHY |
| 288 | ICC CHANGES TO THE CODE DEVELOPMENT PROCESS |
| 289 | ADDITIONAL CODE RESOURCES FROM ICC |
| 290 | ICC DIGITAL CODES PREMIUM |
| 291 | ICC EVALUATION SERVICE® |
| Published By | Publication Date | Number of Pages |
| VA | 2021 |
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA CONSTRUCTION CODE © |
| 2 | 2021 VIRGINIA CONSTRUCTION CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 8 | PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC |
| 12 | TABLE OF CONTENTS |
| 20 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 21 | SECTION 102 PURPOSE AND SCOPE |
| 22 | SECTION 103 APPLICATION OF CODE |
| 24 | SECTION 104 ENFORCEMENT, GENERALLY |
| 25 | SECTION 105 LOCAL BUILDING DEPARTMENT |
| 26 | SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT |
| 29 | SECTION 109 CONSTRUCTION DOCUMENTS SECTION 110 PERMITS |
| 31 | SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIAL AND EQUIPMENT |
| 34 | SECTION 113 INSPECTIONS |
| 35 | SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS |
| 36 | SECTION 116 CERTIFICATES OF OCCUPANCY |
| 37 | SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION SECTION 118 BUILDINGS OR STRUCTURES THAT BECOME A THREAT TO PUBLIC SAFETY DURING CONSTRUCTION |
| 38 | SECTION 119 APPEALS |
| 40 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 76 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A |
| 77 | SECTION 304 BUSINESS GROUP B |
| 78 | SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
| 79 | SECTION 307 HIGH-HAZARD GROUP H |
| 80 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p |
| 81 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p |
| 82 | TABLE 307.1(2)[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa, c, f, h, i |
| 84 | SECTION 308 INSTITUTIONAL GROUP I |
| 86 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 87 | SECTION 311 STORAGE GROUP S |
| 88 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 STATE REGULATED CARE FACILITIES (SRCF) |
| 90 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 93 | EQUATION 4-1 |
| 94 | SECTION 403 HIGH-RISE BUILDINGS |
| 95 | TABLE 403.2.3 MINIMUM BOND STRENGTH |
| 97 | SECTION 404 ATRIUMS |
| 98 | SECTION 405 UNDERGROUND BUILDINGS |
| 99 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 102 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 104 | SECTION 407 GROUP I-2 |
| 107 | SECTION 408 GROUP I-3 |
| 110 | SECTION 409 MOTION PICTURE PROJECTION ROOMS SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 112 | SECTION 411 SPECIAL AMUSEMENT AREAS |
| 113 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 115 | [F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c |
| 116 | TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE |
| 117 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS |
| 118 | [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 119 | [F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd, e, f [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa |
| 120 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 121 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa, h |
| 123 | [F] TABLE 415.6.5 DETACHED BUILDING REQUIRED |
| 125 | [F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a |
| 131 | SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION |
| 132 | SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 |
| 133 | SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACIILITIES |
| 134 | SECTION 423 STORM SHELTERS |
| 135 | SECTION 424 PLAY STRUCTURES |
| 136 | SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS,GRAIN PROCESSING AND STORAGE SECTION 427 MEDICAL GAS SYSTEMS |
| 137 | SECTION 428 HIGHER EDUCATION LABORATORIES |
| 138 | [F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR SECTION 429 MANUFACTURED HOMES AND INDUSTRIALIZED BUILDINGS |
| 139 | SECTION 430 ABOVEGROUND LIQUID FERTILIZER TANKS |
| 140 | SECTION 431 SHORT-TERM HOLDING AREAS SECTION 432 PLANT PROCESSING OR EXTRACTION FACILITIES SECTION 433 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS) |
| 142 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS |
| 143 | SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 144 | TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa |
| 145 | TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b |
| 146 | TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b |
| 147 | SECTION 506 BUILDING AREA EQUATION 5-1 EQUATION 5-2 EQUATION 5-3 |
| 148 | TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b |
| 149 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b |
| 150 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b TABLE 506.3.3 FRONTAGE INCREASE FACTORa SECTION 507 UNLIMITED AREA BUILDINGS |
| 151 | TABLE 506.3.3.1 SECTION 507 BUILDINGSa |
| 153 | SECTION 508 MIXED USE AND OCCUPANCY |
| 154 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f |
| 155 | SECTION 509 INCIDENTAL USES |
| 156 | [F]TABLE 509.1 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS |
| 160 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) |
| 162 | EQUATION 6-1 |
| 164 | SECTION 603 COMBUSTIBLE MATERIALIN TYPES I AND II CONSTRUCTION |
| 166 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 167 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 169 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 171 | EQUATION 7-1 TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g |
| 172 | EQUATION 7-2 FIGURE 705.7 EQUIVALENT OPENING FACTOR |
| 173 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 174 | SECTION 706 FIRE WALLS |
| 175 | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 177 | SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 178 | SECTION 708 FIRE PARTITIONS |
| 180 | SECTION 709 SMOKE BARRIERS SECTION 710 SMOKE PARTITIONS |
| 181 | SECTION 711 FLOOR AND ROOF ASSEMBLIES |
| 182 | SECTION 712 VERTICAL OPENINGS |
| 183 | SECTION 713 SHAFT ENCLOSURES |
| 185 | SECTION 714 PENETRATIONS |
| 188 | SECTION 715 JOINTS AND VOIDS |
| 189 | SECTION 716 OPENING PROTECTIVES |
| 190 | TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 191 | TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 192 | TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 196 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 197 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 202 | SECTION 718 CONCEALED SPACES |
| 203 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER |
| 204 | SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 205 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE |
| 206 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 207 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 208 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 209 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 210 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 211 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 212 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 213 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 214 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 215 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 216 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 217 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 218 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 219 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 220 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 221 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 222 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 223 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 224 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 225 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 226 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 227 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 228 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 229 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 230 | TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS ,LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 |
| 231 | FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 |
| 232 | FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL |
| 233 | TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS |
| 234 | FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES |
| 235 | FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 236 | TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) |
| 237 | TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS EQUATION 7-6 |
| 238 | TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINALREINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) |
| 239 | TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) TABLE 722.4.1(3) VALUES OF Rn0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-8 EQUATION 7-9 |
| 240 | EQUATION 7-10 EQUATION 7-11 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS |
| 241 | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 |
| 242 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(1)—continued W/D RATIOS FOR STEEL COLUMNS |
| 243 | TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS |
| 244 | TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FORTYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 245 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 246 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 247 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 248 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 249 | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETE a[FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETE a[FIGURE 722.5.1(6)(c)] |
| 250 | TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERS a[FIGURE 722.5.1 (6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 722.5.1 (6)(a)] |
| 251 | FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURALS TEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 252 | FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURALSTEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITHSPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa, b |
| 253 | FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-13 EQUATION 7-14 |
| 254 | EQUATION 7-15 EQUATION 7-16 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OFSTRUCTURAL STEEL BEAMS AND GIRDERS |
| 255 | EQUATION 7-17 |
| 256 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS |
| 257 | TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION TABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL |
| 260 | CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES |
| 262 | TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 263 | SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION |
| 264 | SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 265 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 266 | CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL |
| 267 | SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 269 | [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 271 | [F]TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS |
| 274 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 277 | SECTION 905 STANDPIPE SYSTEMS |
| 279 | SECTION 906 PORTABLE FIRE EXTINGUISHERS |
| 280 | [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa |
| 281 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 291 | [F] TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 292 | SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS |
| 294 | EQUATION 9-1 |
| 295 | EQUATION 9-2 |
| 301 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 302 | EQUATION 9-3 EQUATION 9-4 SECTION 911 FIRE COMMAND CENTER |
| 304 | SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS |
| 305 | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION |
| 306 | SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 IN-BUILDING EMERGENCY COMMUNICATIONS COVERAGE |
| 308 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS |
| 309 | SECTION 1004 OCCUPANT LOAD |
| 310 | TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 311 | SECTION 1005 MEANS OF EGRESS SIZING |
| 312 | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 313 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 314 | TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION |
| 315 | TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1008 MEANS OF EGRESS ILLUMINATION |
| 316 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS |
| 319 | SECTION 1010 DOORS, GATES AND TURNSTILES |
| 326 | TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATEDREVOLVING DOORS |
| 329 | SECTION 1011 STAIRWAYS |
| 333 | SECTION 1012 RAMPS |
| 334 | SECTION 1013 EXIT SIGNS |
| 335 | SECTION 1014 HANDRAILS |
| 336 | SECTION 1015 GUARDS |
| 338 | SECTION 1016 EXIT ACCESS |
| 339 | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE |
| 340 | SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS |
| 341 | SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.3 MINIMUM CORRIDOR WIDTH |
| 342 | SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS |
| 343 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 345 | SECTION 1024 EXIT PASSAGEWAYS |
| 346 | SECTION 1025 LUMINOUS EGRESS PATH MARKINGS |
| 347 | SECTION 1026 HORIZONTAL EXITS |
| 348 | SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 349 | SECTION 1028 EXIT DISCHARGE |
| 350 | SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY |
| 351 | TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 355 | TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS |
| 357 | SECTION 1031 EMERGENCY ESCAPE AND RESCUE |
| 360 | CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS |
| 361 | SECTION 1104 ACCESSIBLE ROUTE |
| 362 | SECTION 1105 ACCESSIBLE ENTRANCES TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOORa SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES |
| 363 | TABLE 1106.2(1) ACCESSIBLE PARKING SPACES FOR GROUPS A, B, M, R-1, R-2, and Ia TABLE 1106.2(2) ACCESSIBLE PARKIN SPACES FOR GROUPS F, S, H, R-3, R-4, and U |
| 364 | SECTION 1107 MOTOR-VEHICLE-RELATED FACILITIES SECTION 1108 DWELLING UNITS AND SLEEPING UNITS |
| 366 | TABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS |
| 368 | SECTION 1109 SPECIAL OCCUPANCIES |
| 369 | TABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES TABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS |
| 370 | TABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES |
| 371 | SECTION 1110 OTHER FEATURES AND FACILITIES |
| 374 | TABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES |
| 375 | SECTION 1111 RECREATIONAL FACILITIES |
| 376 | TABLE 1111.4.9.1 BOAT SLIPS |
| 377 | SECTION 1112 SIGNAGE |
| 380 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION |
| 381 | TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL |
| 383 | SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING |
| 384 | SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION |
| 385 | TABLE 1206.4 AIRPORT NOISE ATTENUATION STANDARDS SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS SECTION 1209 ACCESS TO UNOCCUPIED SPACES |
| 386 | SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 388 | CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL |
| 390 | TABLE CD102.2(1) OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUEa METHOD TABLE CD102.2(2) METAL BUILDING ASSEMBLY DESCRIPTIONS |
| 391 | TABLE CD102.3 BUILDING ENVELOPE REQUIREMENTS: FENESTRATION EQUATION CD-1 |
| 396 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS SECTION 1403 MATERIALS |
| 397 | SECTION 1404 INSTALLATION OF WALL COVERINGS |
| 398 | TABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1404.3(2) VAPOR RETARDER OPTIONS |
| 399 | TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER |
| 403 | SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 404 | TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM) |
| 405 | SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS) |
| 406 | SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR GRADE COMPACT LAMINATES (HPL) |
| 407 | SECTION 1409 PLASTIC COMPOSITE DECKING |
| 408 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS |
| 409 | TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158 |
| 410 | SECTION 1505 FIRE CLASSIFICATION TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFSa, b, c TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTIONa, b |
| 411 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 412 | TABLE 1507.1.1(1) UNDERLAYMENT TYPES |
| 413 | TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION |
| 414 | TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT |
| 415 | TABLE 1507.2.8.2 VALLEY LINING MATERIAL |
| 416 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c |
| 417 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 418 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 419 | TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 420 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS |
| 421 | TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 422 | TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 423 | SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK |
| 426 | SECTION 1511 ROOFTOP STRUCTURES SECTION 1512 ROOFING AND ROOFING REPAIR |
| 428 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS |
| 429 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 430 | TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i |
| 431 | SECTION 1605 LOAD COMBINATIONS |
| 432 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 433 | EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 SECTION 1606 DEAD LOADS |
| 434 | SECTION 1607 LIVE LOADS |
| 435 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 436 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0,AND MINIMUM CONCENTRATED LIVE LOADS |
| 437 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 439 | EQUATION 16-7 TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-8 EQUATION 16-9 |
| 440 | EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 |
| 442 | SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS |
| 443 | TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS |
| 444 | TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d |
| 445 | FIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 446 | FIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 447 | FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 448 | FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 449 | FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 450 | FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 451 | FIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAI |
| 452 | FIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) |
| 453 | FIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII |
| 454 | FIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) |
| 455 | FIGURE 1609.3(9) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII |
| 456 | FIGURE 1609.3(10) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) |
| 457 | FIGURE 1609.3(11) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII |
| 458 | FIGURE 1609.3(12) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) |
| 459 | EQUATION 16-17 TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c |
| 460 | EQUATION 16-18 FIGURE 1609.5 TORNADO-PRONE REGION |
| 461 | SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE TABLE 1610.1 LATERAL SOIL LOAD |
| 462 | SECTION 1611 RAIN LOADS EQUATION 16-19 SECTION 1612 FLOOD LOADS |
| 463 | FIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 464 | FIGURE 1611.1(2)100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 465 | FIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 466 | FIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 467 | FIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 468 | SECTION 1613 EARTHQUAKE LOADS |
| 469 | EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 EQUATION 16-23 SECTION 1614 ATMOSPHERIC ICE LOADS |
| 470 | TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Faa TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FVa TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 471 | SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY EQUATION 16-24 |
| 472 | FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 473 | FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 474 | FIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 475 | FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 476 | FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 477 | FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 478 | FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 479 | FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) |
| 480 | FIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) |
| 481 | FIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 482 | FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16-25 |
| 484 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS |
| 485 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS,CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 487 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 488 | TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 489 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 490 | TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 491 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 493 | TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS |
| 496 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS |
| 497 | SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 500 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 502 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 503 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 504 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 505 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 507 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c |
| 508 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c |
| 509 | EQUATION 18-1 |
| 510 | EQUATION 18-2 EQUATION 18-3 TABLE 1807.1.6.3(3)10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHESa, b, c |
| 511 | SECTION 1808 FOUNDATIONS TABLE 1807.1.6.3(4)12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c |
| 513 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fc OF CONCRETE OR GROUT |
| 514 | TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS |
| 515 | TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e |
| 516 | SECTION 1810 DEEP FOUNDATIONS |
| 519 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 520 | EQUATION 18-4 |
| 522 | EQUATION 18-5 |
| 528 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMINOLOGY SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 529 | SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 532 | SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE |
| 534 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS |
| 536 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 537 | SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 |
| 538 | SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY |
| 539 | EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 540 | SECTION 2110 GLASS UNIT MASONRY |
| 541 | SECTION 2111 MASONRY FIREPLACES |
| 543 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS |
| 544 | SECTION 2113 MASONRY CHIMNEYS |
| 547 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OFSQUARE AND RECTANGULAR FLUE SIZES |
| 548 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY |
| 550 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL |
| 551 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 552 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 554 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 558 | FIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR |
| 559 | FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR |
| 560 | FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR |
| 561 | FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR |
| 562 | FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY |
| 563 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 564 | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING |
| 565 | TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa |
| 566 | TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) a(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood structural panels are five-ply, five-layer unless otherwise noted)a |
| 567 | TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 569 | TABLE 2304.10.2 FASTENING SCHEDULE |
| 570 | TABLE 2304.10.2—continued FASTENING SCHEDULE |
| 571 | TABLE 2304.10.2—continued FASTENING SCHEDULE |
| 572 | TABLE 2304.10.2—continued FASTENING SCHEDULE |
| 573 | TABLE 2304.10.2—continued FASTENING SCHEDULE |
| 574 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 576 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 |
| 577 | TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)a, c EQUATION 23-2 TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 578 | SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN |
| 579 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 580 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) |
| 581 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h |
| 582 | FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) |
| 583 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e |
| 584 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES |
| 586 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 587 | TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 588 | TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 589 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 590 | TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 591 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360) |
| 592 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360) |
| 594 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 595 | TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc |
| 596 | FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE |
| 597 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 598 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 599 | TABLE 2308.6.1 WALL BRACING REQUIREMENTSa |
| 600 | TABLE 2308.6.3(1) BRACING METHODS |
| 601 | TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb(Not exposed to the weather, strength axis parallel or perpendicular to studs except as indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING(Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) |
| 602 | TABLE 2308.6.3(5) HARDBOARD SIDING FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 603 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 605 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION |
| 607 | FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE |
| 608 | FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 610 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL |
| 611 | TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 612 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 613 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 614 | TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 615 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 616 | TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 617 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 618 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 619 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 620 | TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 621 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 622 | TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 623 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 624 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 625 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 626 | TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR |
| 627 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi |
| 628 | TABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h |
| 629 | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 630 | TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 632 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 |
| 633 | EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 |
| 634 | SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 635 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING |
| 636 | TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 637 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 638 | SECTION 2409 GLASS IN WALKWAYS,ELEVATOR HOISTWAYS AND ELEVATOR CARS |
| 640 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION |
| 641 | TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES |
| 642 | TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 643 | SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO) |
| 644 | SECTION 2511 INTERIOR PLASTER SECTION 2512 EXTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION |
| 645 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 646 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION |
| 650 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP |
| 651 | [BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa [BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 652 | [BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER |
| 653 | [BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 654 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 655 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 656 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 657 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES |
| 658 | SECTION 2613 FIBER-REINFORCED POLYMER SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION |
| 660 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 664 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 665 | TABLE 403.3.1.1 MINIMUM VENTILATION RATES |
| 666 | TABLE 1101.2 FACTORY-BUILT EQUIPMENT AND APPLIANCES |
| 667 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 668 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 669 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 670 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 671 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 672 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 673 | TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL |
| 674 | TABLE 1106.4.2 GROUP A2L AND B2L DETECTOR ACTIVATION |
| 678 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) |
| 679 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) |
| 680 | TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2) |
| 681 | TABLE 403.1.4 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES FORMARINAS |
| 684 | TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS TABLE 1106.2(2) SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS |
| 685 | TABLE 1106.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING TABLE 1106.6 SIZE OF SEMICIRCULAR ROOF GUTTERS |
| 686 | FIGURE 1301.4 PICTOGRAPH DO NOT DRINK |
| 690 | TABLE 1302.5.1 LOCATION OF NONPOTABLE GRAYWATER REUSE STORAGE TANKS |
| 691 | TABLE 1303.8.1 LOCATION OF RAINWATER STORAGE TANKS |
| 692 | SECTION 2902 MINIMUM PLUMBING FACILITIES SECTION 2903 INSTALLATION OF FIXTURES DELETED |
| 694 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES |
| 695 | SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS |
| 696 | SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 697 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 698 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL |
| 699 | SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 702 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 703 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 705 | SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS |
| 706 | SECTION 3109 SWIMMING POOLS, SWIMMING POOL ENCLOSURES, AND AQUATIC RECREATIONAL FACILITIES SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS |
| 707 | SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS DELETED SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS SECTION 3115 INTERMODAL SHIPPING CONTAINERS |
| 710 | TABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING |
| 711 | FIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH FIGURE 3115.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH |
| 712 | FIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS |
| 714 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 716 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITIONDELETED SECTION 3304 SITE WORK |
| 717 | SECTION 3305 SANITARY DELETED SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 718 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS |
| 719 | SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON |
| 720 | CHAPTER 34 RESERVED |
| 722 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI AISC |
| 723 | AISI ALI AMCA ANSI |
| 724 | APA |
| 725 | API ASABE ASCE/SEI |
| 726 | ASHRAE ASME ASSP ASTM |
| 738 | AWC AWCI |
| 739 | AWPA AWS BHMA CEN CPA |
| 740 | CPSC CSA CSSB DASMA |
| 741 | DHA DOC DOL DOTn EN FEMA |
| 742 | FM GA ICC |
| 743 | ISO |
| 744 | MHI NAAMM NCMA NFPA |
| 747 | PCI PTI RMI SBCA SDI SJI |
| 748 | SPRI SRCC TFI TIA TMS |
| 749 | TPI UL |
| 751 | ULC USC WCLIB |
| 752 | WDMA WRI |
| 754 | APPENDIX A EMPLOYEE QUALIFICATIONS DELETED |
| 756 | APPENDIX B BOARD OF APPEALS DELETED |
| 758 | APPENDIX C GROUP U—AGRICULTURAL BUILDINGS DELETED |
| 760 | APPENDIX D FIRE DISTRICT DELETED |
| 762 | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES SECTION E105 OTHER FEATURES AND FACILITIES |
| 763 | SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES |
| 764 | SECTION E107 SIGNAGE SECTION E108 BUS STOPS |
| 765 | SECTION E109 TRANSPORTATION FACILITIES AND STATIONS |
| 766 | SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS TABLE E111.1 REFERENCED STANDARDS |
| 768 | APPENDIX F RODENTPROOFING SECTION 101 GENERAL |
| 770 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 DEFINITIONS |
| 771 | SECTION G103 APPLICABILITY SECTION G104 POWERS AND DUTIES |
| 772 | SECTION G105 PERMITS SECTION G106 VARIANCES |
| 773 | SECTION G107 SUBDIVISIONS SECTION G108 SITE IMPROVEMENT |
| 774 | SECTION G109 MANUFACTURED HOMES SECTION G110 RECREATIONAL VEHICLES SECTION G111 TANKS SECTION G112 OTHER BUILDING WORK |
| 775 | SECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G114 UTILITY AND MISCELLANEOUS GROUP U SECTION G115 REFERENCED STANDARDS |
| 776 | TABLE G115.1 REFERENCED STANDARDS |
| 778 | APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATIONDELETED SECTION H105 DESIGN AND CONSTRUCTION |
| 779 | SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS |
| 780 | SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS |
| 781 | SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE H115.1(2) THICKNESS OF PROJECTION SIGN SECTION H116 REFERENCED STANDARDS DELETED |
| 782 | APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 784 | APPENDIX J GRADING DELETED |
| 786 | APPENDIX K ADMINISTRATIVE PROVISIONS DELETED |
| 788 | APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION DELETED |
| 790 | APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS DELETED |
| 792 | APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS |
| 793 | SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN |
| 794 | [A] APPENDIX O PERFORMANCE-BASED APPLICATION [A] SECTION O101 GENERAL |
| 796 | INDEX |
| 834 | CHANGES TO THE CODE DEVELOPMENT PROCESS |
| 835 | ICC DIGITAL CODES PREMIUM |
| 836 | 2018 ESSENTIALS GUIDES FOR IGCC AND IECC |
| 837 | ADDITIONAL CODE RESOURCES FROM ICC |