AR FirePreventionCode 3Volumes 2007
$121.67
Arkansas Fire Prevention Code Rules – 3 Volumes
| Published By | Publication Date | Number of Pages |
| AR | 2007 | 1463 |
This is a 3 volume set which include the: 2007 Arkansas Fire Prevention Code, Volume I: Fire. Comprised of the 2006 International Fire Code integrated with the Arkansas amendments. 2007 Arkansas Fire Prevention Code, Volume II: Building. Comprised of the 2006 International Building Code integrated with the Arkansas amendments. 2007 Arkansas Fire Prevention Code, Volume III: Residential. Comprised of the 2006 International Residential Code integrated with the Arkansas amendments.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2007 Arkansas Fire Prevention Code, Volume I: Fire 2007 EDITION ARKANSAS FIRE PREVENTION CODE VOLUME I FIRE |
| 2 | ARKANSAS FIRE PREVENTION CODE© 2007 EDITION VOLUME I BASED ON THE 2006 INTERNATIONAL FIRE CODE® TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | TO THE PEOPLE OF THE STATE OF ARKANSAS |
| 6 | FOREWORD |
| 8 | STATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2007 EDITION DEFINITIONS |
| 10 | TABLE OF CONTENTS |
| 18 | CHAPTER 1 – ADMINISTRATION SECTION 101 – GENERAL SECTION 102 – APPLICABILITY |
| 20 | SECTION 103 – DEPARTMENT OF FIRE PREVENTION SECTION 104 – GENERAL AUTHORITY AND RESPONSIBILITES |
| 22 | SECTION 105 – PERMITS |
| 25 | TABLE 105.6.8 – PERMIT AMOUNTS FOR COMPRESSED GASES TABLE 105.6.10 – PERMIT AMOUNTS FOR CRYOGENIC FLUIDS |
| 27 | TABLE 105.6.20 – PERMIT AMOUNTS FOR HAZARDOUS MATERIALS |
| 29 | SECTION 106 – INSPECTIONS SECTION 107 – MAINTENANCE |
| 30 | SECTION 108 – BOARD OF APPEALS SECTION 109 – VIOLATIONS SECTION 110 – UNSAFE BUILDINGS |
| 31 | SECTION 111 – STOP WORK ORDER |
| 32 | CHAPTER 2 – DEFINITIONS SECTION 201 – GENERAL SECTION 202 – GENERAL DEFINITIONS |
| 46 | CHAPTER 3 – GENERAL PRECAUTIONS AGAINST FIRE SECTION 301 – GENERAL SECTION 302 – DEFINITIONS SECTION 303 – ASPHALT KETTLES SECTION 304 – COMBUSTIBLE WASTE MATERIAL |
| 47 | SECTION 305 – IGNITION SOURCES SECTION 306 – MOTION PICTURE PROJECTION ROOMS AND FILM SECTION 307 – OPEN BURNING AND RECREATIONAL FIRES |
| 48 | SECTION 308 – OPEN FLAMES |
| 50 | SECTION 309 – POWERED INDUSTRIAL TRUCKS AND EQUIPMENT SECTION 310 – SMOKING SECTION 311 – VACANT PREMISES |
| 51 | SECTION 312 – VEHICLE IMPART PROTECTION SECTION 313 – FUELED EQUIPMENT |
| 52 | SECTION 314 – INDOOR DISPLAYS SECTION 315 – MISCELLANEOUS COMBUSTIBLE MATERIALS STORAGE |
| 54 | CHAPTER 4 – EMERGENCY PLANNING AND PREPAREDNESS SECTION 401 – GENERAL SECTION 402 – DEFINITIONS SECTION 403 – PUBLIC ASSEMBLAGES AND EVENTS SECTION 404 – FIRE SAFETY AND EVACUATION PLANS |
| 55 | SECTION 405 – EMERGENCY EVACUATION DRILLS |
| 56 | TABLE 405.2 – FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION SECTION 406 – EMPLOYEE TRAINING AND RESPONSE PROCEDURES SECTION 407 – HAZARD COMMUNICATION |
| 57 | SECTION 408 – USE AND OCCUPANCY-RELATED REQUIREMENTS |
| 60 | CHAPTER 5 – FIRE SERVICE FEATURES SECTION 501 – GENERAL SECTION 502 – DEFINITIONS SECTION 503 – FIRE APPARATUS ACCESS ROADS |
| 61 | SECTION 504 – ACCESS TO BUILDING OPENINGS AND ROOFS SECTION 505 – PREMISES IDENTIFICATION SECTION 506 – KEY BOXES |
| 62 | SECTION 507 – HAZARDS TO FIRE FIGHTERS SECTION 508 – FIRE PROTECTION WATER SUPPLIES |
| 63 | SECTION 509 – FIRE COMMAND CENTER SECTION 510 – FIRE DEPARTMENT ACCESS TO EQUIPMENT |
| 64 | CHAPTER 6 – BUILDING SERVICES AND SYSTEMS SECTION 601 – GENERAL SECTION 602 – DEFINITIONS SECTION 603 – FUEL-FIRED APPLIANCES |
| 66 | SECTION 604 – EMERGENCY AND STANDBY POWER SYSTEMS |
| 68 | SECTION 605 – ELECTRICAL EQUIPMENT, WIRING AND HAZARDS |
| 69 | SECTION 606 – MECHANICAL REFRIGERATION |
| 71 | SECTION 607 – ELEVATOR RECALL AND MAINTENANCE SECTION 608 – STATIONARY STORAGE BATTERY SYSTEMS |
| 72 | TABLE 608.1 – BATTERY REQUIREMENTS |
| 73 | SECTION 609 – COMMERCIAL KITCHEN HOODS |
| 74 | CHAPTER 7 – FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 701 – GENERAL SECTION 702 – DEFINITIONS SECTION 703 – FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 704 – FLOOR OPENINGS AND SHAFTS |
| 75 | TABLE 704.1 – VERTICAL OPENING PROTECTION REQUIRED |
| 76 | CHAPTER 8 – INTERIOR FINNISH, DECORATIVE MATERIALS AND FURNISHINGS SECTION 801 – GENERAL SECTION 802 – DEFINITIONS SECTION 803 – INTERIOR WALL AND CEILING FINISH AND TRIM IN EXISTING BUILDINGS |
| 77 | TABLE 803.3 – INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY k |
| 78 | SECTION 804 – INTERIOR WALL AND CEILING TRIM IN NEW AND EXISTING BUILDINGS SECTION 805 – UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS |
| 80 | SECTION 806 – DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS |
| 81 | SECTION 807 – DECORATIVE MATERIALS OTHER THAN DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS |
| 82 | SECTION 808 – FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS |
| 84 | CHAPTER 9 – FIRE PROTECTION SYSTEMS SECTION 901 – GENERAL TABLE 901.6.1 – FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS |
| 85 | SECTION 902 – DEFINITIONS |
| 88 | SECTION 903 – AUTOMATIC SPRINKLER SYSTEMS |
| 89 | TABLE 903.2.4.2 – GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 90 | TABLE 903.2.13 – ADDITIONAL REQUIRED FIRE-EXTINGUISHING SYSTEMS |
| 93 | SECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 96 | SECTION 905 – STANDPIPE SYSTEMS |
| 98 | SECTION 906 – PORTABLE FIRE EXTINGUISHERS |
| 99 | TABLE 906.1 – ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS TABLE 906.3(1) – FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) – FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-INCH |
| 100 | SECTION 907 – FIRE ALARM AND DETECTION SYSTEMS |
| 107 | TABLE 907.10.1.3 – VISABLE AND AUDIBLE ALARMS |
| 109 | SECTION 908 – EMERGENCY ALARM SYSTEMS SECTION 909 – SMOKE AND CONTROL SYSTEMS |
| 111 | EQUATION 9-1 EQUATION 9-2 EQUATION 9-8 EQUATION 9-9 |
| 115 | SECTION 910 – SMOKE AND HEAT VENTS |
| 116 | TABLE 910.3 – REQUIRMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS a |
| 117 | SECTION 911 – EXPLOSION CONTROL TABLE 911.1 – EXPLOSION CONTROL REQUIREMENTS |
| 118 | SECTION 912 – FIRE DEPARTMENT CONNECTIONS |
| 119 | SECTION 913 – FIRE PUMPS SECTION 914 – FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIRMENTS OF USE AND OCCUPANCY |
| 122 | CHAPTER 10 – MEANS OF EGRESS SECTION 1001 – ADMINISTRATION [B] SECTION 1002 – DEFINITIONS |
| 123 | [B] SECTION 1003 – GENERAL MEANS OF EGRESS |
| 124 | [B] SECTION 1004 – OCCUPANT LOAD |
| 125 | TABLE 1004.1.1 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT [B] SECTION 1005 – EGRESS WIDTH |
| 126 | TABLE 1005.1 – EGRESS WIDTH PER OCCUPANT SERVED [B] SECTION 1006 – MEANS OF EGRESS ILLUMINATION [B] SECTION 1007 – ACCESSIBLE MEANS OF EGRESS |
| 128 | [B] SECTION 1008 – DOORS, GATES AND TURNSTILES |
| 129 | TABLE 1008.1.3.1 – REVOLVING DOOR SPEEDS |
| 133 | [B] SECTION 1009 – STAIRWAYS |
| 136 | [B] SECTION 1010 – RAMPS |
| 137 | [B] SECTION 1011 – EXIT SIGNS [B] SECTION 1012 – HANDRAILS |
| 138 | [B] SECTION 1013 – GUARDS |
| 139 | [B] SECTION 1014 – EXIT ACCESS |
| 141 | [B] SECTION 1015 – EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 – SPACES WITH ONE MEANS OF EGRESS |
| 142 | [B] SECTION 1016 – EXIT ACCESS TRAVEL DISTANCE |
| 143 | TABLE 1016.1 – EXIT ACCESS TRAVEL DISTANCE [B] SECTION 1017 – CORRIDORS TABLE 1017.1 – CORRIDOR FIRE-RESISTANCE RATING |
| 144 | [B] SECTION 1018 – EXITS [B] SECTION 1019 – NUMBER OF EXITS AND CONTINUITY TABLE 1019.1 – MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD |
| 145 | TABLE 1019.2 – BUILDINGS WITH ONE EXIT [B] SECTION 1020 – VERTICAL EXIT ENCLOSURES |
| 146 | [B] SECTION 1021 – EXIT PASSAGEWAYS |
| 147 | [B] SECTION 1022 – HORIZONTAL EXITS |
| 148 | [B] SECTION 1023 – EXTERIOR EXIT RAMPS AND STAIRWAYS [B] SECTION 1024 – EXIT DISCHARGES |
| 149 | [B] SECTION 1025 – ASSEMBLY |
| 150 | TABLE 1025.6.2 – WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 152 | TABLE 1025.10.1 – SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 154 | [B] SECTION 1026 – EMERGENCY ESCAPE AND RESCUE |
| 155 | SECTION 1027 – MEANS OF EGRESS FOR EXISITNG BUILDINGS |
| 156 | TABLE 1027.9 – REVOLVING DOOR SPEEDS |
| 158 | TABLE 1027.17.2 -COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS (by occupancy) |
| 159 | SECTION 1028 – MAINTENANCE OF THE MEANS OF EGRESS |
| 162 | CHAPTER 11 – AVIATION FACILITIES SECTION 1101 – GENERAL SECTION 1102 – DEFINITIONS SECTION 1103 – GENERAL PRECAUTIONS SECTION 1104 – AIRCRAFT MAINTENANCE |
| 163 | SECTION 1105 – PORTABLE FIRE EXTIGUISHERS SECTION 1106 – AIRCRAFT FUELING |
| 168 | SECTION 1107 – HELISTOPS AND HELIPORTS |
| 170 | CHAPTER 12 – DRY CLEANING SECTION 1201 – GENERAL SECTION 1202 – DEFINITIONS SECTION 1203 – CLASSIFICATIONS SECTION 1204 – GENERAL REQUIREMENTS |
| 171 | SECTION 1205 – OPERATING REQUIREMENTS EQUATION 12-1 SECTION 1206 – SPOTTING AND PRETREATING |
| 172 | SECTION 1207 – DRY CLEANING SYSTEMS SECTION 1208 – FIRE PROTECTION |
| 174 | CHAPTER 13 – COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 1301 – GENERAL SECTION 1302 – DEFINITIONS SECTION 1303 – PRECAUTIONS SECTION 1304 – EXPLOSION PROTECTION TABLE 1304.1 – EXPLOSION PROTECTION STANDARDS |
| 176 | CHAPTER 14 – FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SECTION 1401 – GENERAL SECTION 1402 – DEFINITIONS SECTION 1403 – TEMPORARY HEATING EQUIPMENT SECTION 1404 – PRECAUTIONS AGAINST FIRE SECTION 1405 – FLAMMABLE AND COMBUSTIBLE LIQUIDS |
| 177 | SECTION 1406 – FLAMMABLE GASES SECTION 1407 – EXPLOSIVE MATERIALS SECTION 1408 – OWNER’S RESPONSIBILITY FOR FIRE PROTECTION SECTION 1409 – FIRE REPORTING SECTION 1410 – ACCESS FOR FIRE FIGHTING SECTION 1411 – MEANS OF EGRESS SECTION 1412 – WATER SUPPLY FOR FIRE PROTECTION |
| 178 | SECTION 1413 – STANDPIPES SECTION 1414 – AUTOMATIC SPRINKLER SYSTEM SECTION 1415 – PORTABLE FIRE EXTINGUISHERS SECTION 1416 – MOTORIZED EQUIPMENT SECTION 1417 – SAFEGUARDING ROOFING OPERATIONS |
| 180 | CHAPTER 15 – FLAMMABLE FINISHES SECTION 1501 – GENERAL SECTION 1502 – DEFINITIONS |
| 181 | SECTION 1503 – PROTECTION OF OPERATIONS |
| 182 | SECTION 1504 – SPRAY FINISHING |
| 186 | SECTION 1505 – DIPPING OPERATIONS |
| 187 | SECTION 1506 – POWDER COATING |
| 188 | SECTION 1507 – ELECTROSTATIC APPARATUS SECTION 1508 – ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS |
| 189 | SECTION 1509 – INDOOR MANUFACTURING OF REINFORCED PLASTICS SECTION 1510 – FLOOR SURFACING AND FINISHING OPERATIONS |
| 192 | CHAPTER 16 – FRUIT AND CROP RIPENING SECTION 1601 – GENERAL SECTION 1602 – DEFINITIONS SECTION 1603 – ETHYLENE GAS SECTION 1604 – SOURCES OF IGNITION SECTION 1605 – COMBUSTIBLE WASTE SECTION 1606 – ETHYLENE GENERATORS SECTION 1607 – WARNING SIGNS |
| 194 | CHAPTER 17 – FUMIGATION AND THERMAL INSECTICIDAL FOGGING SECTION 1701 – GENERAL SECTION 1702 – DEFINITIONS SECTION 1703 – FIRE SAFETY REQUIREMENTS |
| 196 | CHAPTER 18 – SEMICONDUCTOR FABRICATION FACILITIES SECTION 1801 – GENERAL SECTION 1802 – DEFINITIONS SECTION 1803 – GENERAL SAFETY PROVISIONS |
| 200 | SECTION 1804 – STORAGE |
| 201 | TABLE 1804.2.2.1 – QUANTITY LIMITS FOR HAZARDOUS MATERIALS INA A SINGLE FABRICATION AREA IN GROUP H-5 a |
| 202 | SECTION 1805 – USE AND HANDLING |
| 203 | TABLE 1805.2.2 – MAXIMUM QUANTITIES OF HPM AT A WORKSTATION e |
| 206 | CHAPTER 19 – LUMBER YARDS AND WOODWORKING FACILITIES SECTION 1901 – GENERAL SECTION 1902 – DEFINITIONS SECTION 1903 – GENERAL REQUIREMENTS SECTION 1904 – FIRE PROTECTION |
| 207 | SECTION 1905 – PLYWOOD, VENEER AND COMPOSITE BOARD MILLS SECTION 1906 – LOG STORAGE AREAS SECTION 1907 – STORAGE OF WOOD CHIPS AND HOGGED MATERIAL ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES SECTION 1908 – STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIAL, FINES, COMPOST AND RAW PRODUCT ASSOCIATED WITH YARD WASTE AND RECYCLING FACILITIES |
| 208 | SECTION 1909 – EXTERIOR STORAGE OF FINISHED LUMBER PRODUCTS |
| 210 | CHAPTER 20 – MANUFACTURE OF ORGANIC COATINGS SECTION 2001 – GENERAL SECTION 2002 – DEFINITIONS SECTION 2003 – GENERAL PRECAUTIONS SECTION 2004 – ELECTRICAL EQUIPMENT AND PROTECTION |
| 211 | SECTION 2005 – PROCESS STRUCTURES SECTION 2006 – PROCESS MILLS AND KETTLES SECTION 2007 – PROCESS PIPING |
| 212 | SECTION 2008 – RAW MATERIALS IN PROCESS AREAS SECTION 2009 – RAW MATERIAL AND FINISHED PRODUCTS |
| 214 | CHAPTER 21 – INDUSTRIAL OVENS SECTION 2101 – GENERAL SECTION 2102 – DEFIINITIONS SECTION 2103 – LOCATION SECTION 2104 – FUEL PIPING SECTION 2105 – INTERLOCKS |
| 215 | SECTION 2106 – FIRE PROTECTION SECTION 2107 – OPERATION AND MAINTENANCE |
| 216 | CHAPTER 22 – MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2201 – GENERAL SECTION 2202 – DEFINITIONS SECTION 2203 – LOCATION OF DISPENSING DEVICES |
| 217 | SECTION 2204 – DISPENSING OPERATIONS |
| 218 | SECTION 2205 – OPERATIONAL REQUIREMENTS |
| 219 | SECTION 2206 – FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES TABLE 2206.2.3 – MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS |
| 224 | SECTION 2207 – LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES |
| 225 | SECTION 2208 – COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES |
| 226 | TABLE 2208.8.1.2.3 – SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG |
| 227 | SECTION 2209 – HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES TABLE 2209.3.1 – MINIMUM SEPARATION FOR GASEOUS HYDROGEN DISPENSERS, COMPRESSORS, GENERATORS AND STORAGE VESSELS |
| 229 | FIGURE 2209.5.4.3.4 – HYDROGEN VENT PIPE HEIGHT (H) VERSUS DISTANCE (D) REQUIREMENTS |
| 230 | TABLE 2209.5.4.3.4 – VENT PIPE HEIGHT AND SEPARATION DISTANCE VERSUS HYDROGEN FLOW RATE AND VENT PIPE DIAMETER a,b,c,d,e,f SECTION 2210 – MARINE MOTOR FUEL-DISPENSING FACILITIES |
| 231 | TABLE 2209.5.4.3.6(1) – MAXIMUM RADIANT HEAT EXPOSURE TABLE 2209.5.4.3.6(2) – MAXIMUM HYDROGEN CONCENTRATION EXPOSURE |
| 232 | SECTION 2211 – REPAIR GARAGES |
| 236 | CHAPTER 23 – HIGH-PILED COMBUSTIBLE STORAGE SECTION 2301 – GENERAL SECTION 2302 – DEFINITIONS |
| 237 | SECTION 2303 – COMMODITY CLASSIFICATION |
| 239 | SECTION 2304 – DESIGNATION OF HIGH-PILED STORAGE AREAS SECTION 2305 – HOUSEKEEPING AND MAINTENANCE SECTION 2306 – GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES |
| 240 | FIGURE 2303.7.4 – MIXED COMMODITIES a,b |
| 241 | TABLE 2306.2 – GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS |
| 243 | SECTION 2307 – SOLID-PILED AND SHELF STORAGE SECTION 2308 – RACK STORAGE SECTION 2309 – AUTOMATED STORAGE |
| 244 | TABLE 2308.3 – REQUIRED FLUE SPACES FOR RACK STORAGE SECTION 2310 – SPECIALTY STORAGE |
| 246 | CHAPTER 24 – TENTS, CANOPIES AND OTHER MEMBRANE STRUCTURES SECTION 2401 – GENERAL SECTION 2402 – DEFINITIONS SECTION 2403 – TEMPORARY TENTS, CANOPIES AND MEMBRANE STRUCTURES |
| 247 | TABLE 2403.12.2 – MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES, TENTS AND CANOPIES |
| 248 | SECTION 2404 – TEMPORARY AND PERMANENT TENTS, CANOPIES AND MEMBRANE STRUCTURES |
| 252 | CHAPTER 25 – TIRE REBUILDING AND TIRE STORAGE SECTION 2501 – GENERAL SECTION 2502 – DEFINITIONS SECTION 2503 – TIRE REBUILDING SECTION 2504 – PRECAUTIONS AGAINST FIRE SECTION 2505 – OUTDOOR STORAGE |
| 253 | SECTION 2506 – FIRE DEPARTMENT ACCESS SECTION 2507 – FENCING SECTION 2508 – FIRE PROTECTION SECTION 2509 – INDOOR STORAGE ARRANGEMENT |
| 254 | CHAPTER 26 – WELDING AND OTHER HOT WORK SECTION 2601 – GENERAL SECTION 2602 – DEFINITIONS SECTION 2603 – GENERAL REQUIREMENTS |
| 255 | SECTION 2604 – FIRE SAFETY REQUIREMENTS |
| 256 | SECTION 2605 – GAS WELDING AND CUTTING SECTION 2606 – ELECTRIC ARC HOT WORK SECTION 2607 – CALCIUM CARBIDE SYSTEMS SECTION 2608 – ACETYLENE GENERATORS SECTION 2609 – PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN |
| 258 | CHAPTER 27 – HAZARDOUS MATERIALS – GENERAL PROVISIONS SECTION 2701 – GENERAL |
| 260 | SECTION 2702 – DEFINITIONS |
| 262 | SECTION 2703 -GENERAL REQUIREMENTS |
| 263 | TABLE 2703.1.1(1) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD a,j,m,n,p |
| 265 | TABLE 2703.1.1(2) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREAOF HAZARDOUS MATERIAL POSING A HEALTH HAZARD a,b,c,j |
| 266 | TABLE 2703.1.1(3) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL AREA a,b,c |
| 267 | TABLE 2703.1.1(4) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREA a,b,c |
| 271 | TABLE 2703.8.2 – REQUIRED DETACHED STORAGE TABLE 2703.8.3.2 – DESIGN AND NUMBER OF CONTROL AREAS |
| 275 | TABLE 2703.11.1 – MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS, NONFLAMMABLE LIQUIDS AND NONCOMBUSTIBLE LIQUIDS d,e,f SECTION 2704 – STORAGE |
| 277 | TABLE 2704.2.2 – REQUIRED SECONDARY CONTAINMENT – HAZARDOUS SOLIDS AND LIQUIDS STORAGE |
| 279 | SECTION 2705 – USE, DISPENSING AND HANDLING |
| 281 | TABLE 2705.2.1.4 – REQUIRED SECONDARY CONTAINMENT – HAZARDOUS MATERIAL LIQUIDS USE |
| 284 | CHAPTER 28 – AEROSOLS SECTION 2801 – GENERAL SECTION 2802 – DEFINITI0NS SECTION 2803 – CLASSIFICATION OF AEROSOL PRODUCTS TABLE 2803.1 – CLASSIFICATION OF AEROSOL PRODUCTS SECTION 2804 – INSIDE STORAGE OF AEROSOL PRODUCTS |
| 285 | TABLE 2804.3.1 – NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES b TABLE 2804.3.2 – SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES TABLE 2804.3.2.2 – SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES |
| 286 | TABLE 2804.7 – MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL STORAGE AREAS SECTION 2805 – OUTSIDE STORAGE TABLE 2805.1 – DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS |
| 287 | SECTION 2806 – RETAIL DISPLAY TABLE 2806.2.1 – MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL DISPLAY AREAS |
| 288 | TABLE 2806.4 – MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOLS SECTION 2807 – MANUFACTURING FACILITIES |
| 290 | CHAPTER 29 – COMBUSTIBLE FIBERS SECTION 2901 – GENERAL SECTION 2902 – DEFINITIONS SECTION 2903 – GENERAL PRECAUTIONS SECTION 2904 – LOOSE FIBER STORAGE |
| 291 | SECTION 2905 – BALED STORAGE |
| 292 | CHAPTER 30 – COMPRESSED GASES SECTION 3001 – GENERAL SECTION 3002 – DEFINITONS SECTION 3003 – GENERAL REQUIREMENTS |
| 296 | SECTION 3004 – STORAGE OF COMPRESSED GASES SECTION 3005 – USE AND HANDLING OF COMPRESSED GASES SECTION 3006 – MEDICAL GAS SYSTEMS |
| 297 | SECTION 3007 – COMPRESSED GASES NOT OTHERWISE REGULATED |
| 298 | CHAPTER 31 – CORROSIVE MATERIALS SECTION 3101 – GENERAL SECTION 3102 – DEFINITIONS SECTION 3103 – GENERAL REQUIREMENTS SECTION 3104 – STORAGE SECTION 3105 – USE |
| 300 | CHAPTER 32 – CRYOGENIC FLUIDS SECTION 3201 – GENERAL SECTION 3202 – DEFINITIONS SECTION 3203 – GENERAL REQUIREMENTS |
| 302 | TABLE 3203.6.1 – SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS TABLE 3203.6.2 – SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS SECTION 3204 – STORAGE |
| 304 | SECTION 3205 – USE AND HANDLING |
| 306 | CHAPTER 33 – EXPOLSIVES AND FIREWORKS SECTION 3301 – GENERAL |
| 308 | TABLE 3301.8.1(1) – APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES – DIVISION 1.1 1.2 AND 1.5 EXPLOSIVES a,b,c TABLE 3301.8.1(2) – APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES – DIVISION 1.3 EXPLOSIVES a,b,c TABLE 3301.8.1(3) – APPLICATION OF SEPARATION DISTANCE (Q-D) – DIVISION 1.4 EXPLOSIVES a,b,c |
| 309 | SECTION 3302 – DEFINITIONS |
| 312 | SECTION 3303 – RECORD KEEPING AND REPORTING SECTION 3304 – EXPLOSIVE MATERIALS STORAGE AND HANDLING |
| 313 | TABLE 3304.3 – STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA |
| 314 | TABLE 3304.5.2(1) – AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 a |
| 316 | TABLE 3304.5.2(2) – TABLE OF DISTANCES (Q-D) FOR BUILDINGS CONTAINING EXPLOSIVES – DIVISION 1.3 MASS-FIRE HAZARD a,b,c |
| 317 | TABLE 3304.5.2(3) – TABLE OF DISTANCES (Q-D) FOR BUILDINGS CONTAINING EXPLOSIVES – DIVISION 1.4 c |
| 319 | SECTION 3305 – MANUFACTURING, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS |
| 320 | TABLE 3305.3 – MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES – DIVISION 1.1, 1.2 OR 1.5 – MASS EXPLOSION HAZARD a |
| 321 | SECTION 3306 – SMALL ARMS AMMUNITION |
| 323 | SECTION 3307 – BLASTING |
| 324 | SECTION 3308 – FIREWORKS DISPLAY |
| 326 | CHAPTER 34 – FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 3401 – GENERAL SECTION 3402 – DEFINITIONS |
| 327 | SECTION 3403 – GENERAL REQUIREMENTS |
| 328 | TABLE 304.1.1 – CLASS I ELECTRICAL EQUIPMENT LOCATIONS a |
| 331 | SECTION 3404 – STORAGE |
| 341 | TABLE 3404.3.4.1 – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES a |
| 343 | TABLE 3404.3.6.3(1) – MAXIMUM STORAGE HEIGHT IN CONTROL AREA TABLE 3404.3.6.3(2) – STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES |
| 344 | TABLE 3404.3.6.3(3) – STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES |
| 345 | TABLE 3404.3.6.3(4) – AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN CONTAINERS AND PORTABLE TANKS a |
| 346 | TABLE 3404.3.6.3(5) – AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETS a |
| 347 | TABLE 3404.3.6.3(6) – AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN CONTAINERS GREATER THAN 5-GALLON CAPACITY a |
| 348 | TABLE 3404.3.6.3(7) – AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN CONTAINERS GREAT THNA 5-GALLON CAPACITY a,b TABLE 3404.3.6.3(8) – AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE OF 1-GALLON CAPACITY OR LESS WITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAY a |
| 349 | TABLE 3404.3.7.5.1 – AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OF LESS a,b |
| 350 | TABLE 3404.4.2 – OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS SECTION 3405 – DISPENSING, USE, MIXING AND HANDLING |
| 352 | TABLE 3405.3.4(1) – SEPARATION OF PROCESSING VESSELS FROM LOT LINES TABLE 3405.3.4(2) – REFERENCE TABLE FOR USE WITH TABLE 3405.3.4(1) |
| 354 | TABLE 3405.3.8.2 – MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN OUTDOOR CONTROL AREAS a,b |
| 355 | SECTION 3406 – SPECIAL SEPARATION |
| 366 | CHAPTER 35 – FLAMMABLE GASES SECTION 3501 – GENERAL SECTION 3502 – DEFINITIONS SECTION 3503 – GENERAL REQUIREMENTS |
| 367 | SECTION 3504 – STORAGE TABLE 3504.2.1 – FLAMMABLE GASES – DISTANCE FROM STORAGE TO EXPOSURES SECTION 3505 – USE |
| 368 | CHAPTER 36 – FLAMMABLE SOLIDS SECTION 3601 – GENERAL SECTION 3602 – DEFINITIONS SECTION 3603 – GENERAL REQUIREMENTS SECTION 3604 – STORAGE SECTION 3605 – USE SECTION 3606 – MAGNESEUM |
| 372 | CHAPTER 37 – HIGHLY TOXIC AND TOXIC MATERIALS SECTION 3701 – GENERAL SECTION 3702 – DEFINITONS |
| 373 | SECTION 3703 – HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS |
| 374 | SECTION 3704 – HIGHLY TOXIC AND TOXIC COMPRESSED GASES |
| 376 | TABLE 3704.2.2.7.5 – RATE OF RELEASE FOR CYLANDERS AND PORTABLE TANKS |
| 378 | SECTION 3705 – OZONE GAS GENERATORS |
| 380 | CHAPTER 38 – LIQUEFIED PETROLEUM GASES |
| 382 | CHAPTER 39 – ORGANIC PEROXIDES SECTION 3901 – GENERAL SECTION 3902 – DEFINITIONS SECTION 3903 – GENERAL REQUIREMENTS SECTION 3904 – STORAGE |
| 383 | TABLE 3904.1.2 – ORGANIC PEROXIDES – DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS |
| 384 | TABLE 3904.1.7 – STORAGE OF ORGANIC PEROXIDES SECTION 3905 – USE |
| 386 | CHAPTER 40 – OXIDIZERS SECTION 4001 – GENERAL SECTION 4002 – DEFINITIONS SECTION 4003 – GENERAL REQUIREMENTS |
| 387 | SECTION 4004 – STORAGE TABLE 4004.1.2 – OXIDIZER LIQUIDS AND SOLIDS – DISTANCE FROM DETACHED BUILDINGS AND OUTDOOR STORAGE AREAS TO EXPOSURES |
| 388 | TABLE 4004.1.7(1) – STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS IN COMBUSTIBLE CONTAINERS a TABLE 4004.1.7(2) – STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS a,b TABLE 4004.1.7(3) – STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS a,b TABLE 4004.1.7(4) – STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS SECTION 4005 – USE |
| 389 | TABLE 4004.2.2 – OXIDIZER GASES – DISTANCES FROM STORAGE TO EXPOSURE |
| 390 | CHAPTER 41 – PYROPHORIC MATERIALS SECTION 4101 – GENERAL SECTION 4102 – DEFINITIONS SECTION 4103 – GENERAL REQUIREMENTS SECTION 4104 – STORAGE |
| 391 | TABLE 4104.2.1 – PYROPHORIC GASES – DISTANCE FROM STORAGE TO EXPOSURES a SECTION 4105 – USE SECTION 4106 – SILANE GAS |
| 394 | CHAPTER 42 – PYROXYLIN (CELLUOSE NITRATE) PLASTICS SECTION 4201 – GENERAL SECTION 4202 – DEFINITIONS SECTION 4203 – GENERAL REQUIREMENTS SECTION 4204 – STORAGE AND HANDLING |
| 396 | CHAPTER 43 – UNSTABLE (REACTIVE) MATERIALS SECTION 4301 – GENERAL SECTION 4302 – DEFINITIONS SECTION 4303 – GENERAL REQUIREMENTS |
| 397 | SECTION 4304 – STORAGE SECTION 4305 – USE |
| 398 | CHAPTER 44 – WATER-REACTIVE SOLIDS AND LIQUIDS SECTION 4401 – GENERAL SECTION 4402 – DEFINITIONS SECTION 4403 – GENERAL REQUIREMENTS SECTION 4404 – STORAGE |
| 399 | SECTION 4405 – USE |
| 400 | CHAPTER 45 – REFERENCED STANDARDS AASHTO AFSI API ASME |
| 401 | ASTM BHMA CA |
| 402 | CGA CGR CPSC DOC |
| 403 | DOL DOTn DOTy ICC |
| 404 | ISO NEMA NFPA |
| 406 | UL |
| 407 | USC |
| 408 | APPENDIX A – BOARD OF APPEALS |
| 410 | APPENDIX B – FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B101 – GENERAL SECTION B102 – DEFINITIONS SECTION B103 – MODIFICATONS SECTION B104 – FIRE-FLOW CALCULATION AREA SECTION B105 – FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B106 – REFERENCED STANDARDS |
| 411 | TABLE B105.1 – MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS a |
| 412 | APPENDIX C – FIRE HYDRANT LOCATIONS AND DISTRIBUTION SECTION C101 – GENERAL SECTION C102 – LOCATION SECTION C103 – NUMBER OF FIRE HYDRANTS SECTION C104 – CONSIDERATION OF EXISTING FIRE HYDRANTS SECTION C105 – DISTRIBUTION OF FIRE HYDRANTS TABLE C105.1 – NUMBER AND DISTRIBUTION OF FIRE HYDRANTS |
| 414 | 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 |
| 415 | FIGURE D103.6 – FIRE LANE SIGNS SECTION D104 – COMMERCIAL AND INDUSTRIAL DEVELOPMENTS SECTION D105 – AERIAL FIRE APPARATUS ACCESS ROADS SECTION D106 – MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS |
| 416 | SECTION D107 – ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS |
| 418 | APPENDIX E – HAZARD CATEGORIES SECTION E101 – GENERAL SECTION E102 – HAZARD CATEGORIES |
| 421 | SECTION E103 – EVALUATION OF HAZARDS |
| 422 | EQUATION E-1 EQUATION E-2 |
| 423 | TABLE E103.1.3.1 – NORMALIZATION FACTOR |
| 424 | APPENDIX F – HAZARD RANKING SECTION F101 – GENERAL SECTION F102 – REFERENCED STANDARDS |
| 425 | TABLE F101.2 – FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES |
| 426 | APPENDIX G – CRYOGENIC FLUIDS – WEIGHT AND VOLUME EQUIVALENTS SECTION G101 – GENERAL |
| 427 | TABLE G101.2 – WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS |
| 428 | INDEX |
| 452 | MORE IFC REFERENCES FROM ICC |
| 453 | ICC MEMBERSHIP INFORMATION |
| 454 | 2007 Arkansas Fire Prevention Code, Volume II: Building 2007 EDITION ARKANSAS FIRE PREVENTION CODE VOLUME II BUILDING |
| 455 | ARKANSAS FIRE PREVENTION CODE© 2007 EDITION VOLUME II BASED ON THE 2006 INTERNATIONAL BUILDING CODE® TITLE PAGE |
| 456 | COPYRIGHT |
| 457 | TO THE PEOPLE OF THE STATE OF ARKANSAS |
| 459 | FOREWORD |
| 461 | STATE OF ARKANSASN ARKANSAS FIRE PREVENTION CODE RULES 2007 EDITION DEFINITIONS |
| 463 | TABLE OF CONTENTS |
| 469 | CHAPTER 1 – ADMINISTRATION SECTION 101 – GENERAL SECTION 102 – APPLICABILITY |
| 471 | SECTION 103 – DEPARTMENT OF BUILDING SAFETY SECTION 104 – DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 472 | SECTION 105 – PERMITS |
| 473 | SECTION 106 – CONSTRUCTION DOCUMENTS |
| 476 | SECTION 107 – TEMPORARY STRUCTURES AND USES SECTION 108 – FEES |
| 477 | SECTION 109 – INSPECTIONS SECTION 110 – CERTIFICATE OF OCCUPANCY |
| 478 | SECTION 111 – SERVICE UTILITIES SECTION 112 – BOARD OF APPEALS SECTION 113 – VIOLATIONS |
| 479 | SECTION 114 – STOP WORK ORDER SECTION 115 – UNSAFE STRUCTURES AND EQUIPMENT |
| 481 | CHAPTER 2 – DEFINITIONS SECTION 201 – GENERAL SECTION 202 – DEFINITIONS |
| 493 | CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION SECTION 301 – GENERAL SECTION 302 – CLASSIFICATION SECTION 303 – ASSEMBLY GROUP A |
| 494 | SECTION 304 – BUSINESS GROUP B SECTION 305 – EDUCATIONAL GROUP E SECTION 306 – FACTORY GROUP F |
| 495 | SECTION 307 – HIGH-HAZARD GROUP H |
| 497 | [F] TABLE 307.1(1) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD a,j,m,n,p |
| 499 | [F] TABLE 307.1(2) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERILA POSING A HEALTH HAZARD a,b,c,j |
| 503 | SECTION 308 – INSTITUTIONAL GROUP I |
| 504 | SECTION 309 – MERCANTILE GROUP M SECTION 310 – RESIDENTIAL GROUP R |
| 505 | SECTION 311 – STORAGE GROUP S |
| 506 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 507 | CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 – SCOPE SECTION 402 – COVERED MALL BUILDINGS EQUATION 4-1 |
| 510 | SECTION 403 – HIGH-RISE BUILDINGS |
| 511 | SECTION 404 – ATRIUMS |
| 512 | SECTION 405 – UNDERGROUND BUILDINGS |
| 513 | SECTION 406 – MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 515 | TABLE 406.3.5 – OPEN PARKING GARAGES AREA AND HEIGHT |
| 517 | SECTION 407 – GROUP I-2 |
| 518 | SECTION 408 – GROUP I-3 |
| 519 | SECTION 409 – MOTION PICTURE PROJECTION ROOMS |
| 520 | SECTION 410 – STAGES AND PLATFORMS |
| 522 | SECTION 411 – SPECIAL AMUSEMENT BUILDINGS SECTION 412 – AIRCRAFT-RELATED OCCUPANCIES |
| 523 | TABLE 412.1.2 – HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 524 | SECTION 413 – COMBUSTIBLE STORAGE |
| 525 | SECTION 414 – HAZARDOUS MATERIALS [F] TABLE 414.2.2 – DESIGN AND NUMBER OF CONTROL AREAS |
| 527 | [F] TABLE 414.2.5(1) – MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCEIS NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS d,e,f |
| 528 | TABLE [F] 414.2.5(2) – MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA a SECTION 415 – GROUPS H-1, H-2, H-4 AND H-5 |
| 529 | [F] TABLE 414.5.1 – EXPLOSION CONTROL REQUIREMENTS a |
| 531 | TABLE 415.3.1 – MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 533 | TABLE 415.3.2 – REQUIRED DETACHED STORAGE |
| 537 | TABLE 415.8.2.1.1 – QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 a |
| 541 | SECTION 416 – APPLICATION OF FLAMMABLE FINISHES |
| 542 | SECTION 417 – DRYING ROOMS SECTION 418 – ORGANIC COATINGS SECTION 419 – GROUP I-1, R-1, R-2, R-3 SECTION 420 – HYDROGEN CUTOFF ROOMS |
| 545 | CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 – GENERAL SECTION 502 – DEFINITIONS SECTION 503 – GENERAL HEIGHT AND AREA LIMITATIONS SECTION 504 – HEIGHT |
| 546 | TABLE 503 – ALLOWABLE HEIGHT AND BUILDING AREAS a _ Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of “Area, building” per story |
| 547 | SECTION 505 – MEZZANINES |
| 548 | SECTION 506 – AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2 |
| 549 | SECTION 507 – UNLIMITED AREA BUILDINGS |
| 550 | SECTION 508 – MIXED USE AND OCCUPANCY TABLE 508.2 – INCIDENTAL USE AREAS |
| 551 | TABLE 508.3.3 – REQUIRED SEPARATION OF OCCUPANCIES (HOURS) |
| 552 | SECTION 509 – SPECIAL PROVISIONS |
| 555 | CHAPTER 6 – TYPES OF CONSTRUCTION SECTION 601 – GENERAL SECTION 602 – CONSTRUCTION CLASSIFICATION |
| 556 | SECTION 603 – COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION |
| 557 | TABLE 601 – FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) |
| 558 | TABLE 602 – FIRE-RESISTANCE RATING REQUIREMTNS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE a,e TABLE 602.4 – WOOD MEMBER SIZE |
| 559 | CHAPTER 7 – FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 701 – GENERAL SECTION 702 – DEFINITIONS |
| 560 | SECTION 703 – FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 561 | SECTION 704 – EXTERIOR WALLS EQUATION 7-1 |
| 562 | EQUATION 7-2 FIGURE 704.7 – EQUIVALENT OPENING FACTOR TABLE 704.8 – MAXIMUM AREA OF EXTERIOR WALL OPENINGS a |
| 564 | SECTION 705 – FIRE WALLS TABLE 705.4 – FIRE WALL FIRE-RESISTANCE RATINGS |
| 566 | SECTION 706 – FIRE BARRIERS TABLE 706.3.9 – FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS |
| 567 | SECTION 707 – SHAFT ENCLOSURES |
| 570 | SECTION 708 – FIRE PARTITIONS |
| 571 | SECTION 709 – SMOOKE BARRIERS SECTION 710 – SMOKE PARTITIONS |
| 572 | SECTION 711 – HORIZONTAL ASSEMBLIES SECTION 712 – PENETRATIONS |
| 575 | SECTION 713 – FIRE-RESISTANT JOINT SYSTEMS SECTION 714 – FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 576 | SECTION 715 – OPENING PROTECTIVES |
| 577 | TABLE 715.4 – FIRE DOOR AND FIRE SHUTTER PROTECTION RATINGS |
| 579 | TABLE 715.5 – FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.3 – LIMITING SIZES OF WIRED GLASS PANELS |
| 580 | SECTION 716 – DUCTS AND AIR TRANSFER OPENINGS TABLE 716.3.1 – FIRE DAMPER RATING |
| 583 | SECTION 717 – CONCEALED SPACES |
| 585 | SECTION 718 – FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 719 – THERMAL- AND SOUND-INSULATING MATERIALS |
| 586 | SECTION 720 – PRESCRIPTIVE FIRE RESISTANCE |
| 587 | TABLE 720.1(1) – MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS m |
| 591 | TABLE 720.1(2) – RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 598 | TABLE 720.1(3) – MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q |
| 606 | SECTION 721 – CALCULATED FIRE RESISTANCE |
| 607 | TABLE 721.2.1.1 – MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 FIGURE 721.2.1.2 – FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS EQUATION 7-4 |
| 608 | TABLE 721.2.1.2(1) – VALUES OF Rn 0.59 FOR USE IN EQUATION 7-4 TABLE 721.2.1.2(2) – FIRE-RESISTANCE RATINGS BASED ON R 0.59 |
| 609 | FIGURE 721.2.1.3.1 – CERAMIC FIBER JOINT PROTECTION TABLE 721.2.1.4(1) – MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 721.2.1.4(2) – TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
| 610 | TABLE 721.2.2.1 – MINIMUM SLAB THICKNESS (inches) FIGURE 721.2.2.1.2 – DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 721.2.2.1.3 – SLABS WITH RIBBED OR UNDULATING SOFFITS |
| 611 | FIGURE 721.2.2.2 – FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS |
| 612 | FIGURE 721.2.2.3(1) – FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 721.2.2.3(2) – FIRE-RESISTANCE RATINGS FOR CONCRETE TABLE 721.2.3(1) – COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(2) – COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) |
| 613 | TABLE 721.2.3(3) – MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMS c (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 721.2.3(4) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 721.2.3(5) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 614 | TABLE 721.2.4 – MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) EQUATION 7-6 |
| 615 | TABLE 721.3.2 – MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS a,b,c,d EQUATION 7-7 TABLE 721.3.4 – MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 721.3.5 – MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) |
| 616 | EQUATION 7-8 EQUATION 7-9 EQUATION 7-10 TABLE 721.4.1(1) – FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS |
| 617 | TABLE 721.4.1(2) – FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 721.4.1(3) – VALUES OF Rn 0.59 TABLE 721.4.1(4) – COEFFICIENTS FOR PLASTER, pla TABLE 721.4.1(5) – REINFORCED MASONRY LINTELS TABLE 721.4.1(6) – REINFORCED CLAY MASONRY COLUMNS EQUATION 7-11 |
| 618 | FIGURE 721.5.1(1) – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 |
| 619 | EQUATION 7-13 FIGURE 721.5.1(2) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 721.5.1(3) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 620 | EQUATION 7-14 FIGURE 721.5.1(4) – FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) – WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY-APPLIED FIRE-RESISTANT MATERIALS FIGURE 721.5.1(6) – CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS a,b EQUATION 7-15 |
| 621 | EQUATION 7-16 FIGURE 721.5.1(7) – CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 721.5.2 – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS |
| 622 | TABLE 721.5.1(1) – W/D RATIOS FOR STEEL COLUMNS |
| 623 | TABLE 721.5.1(2) – PROPERTIES OF CONCRETE TABLE 721.5.1(3) – THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS |
| 624 | TABLE 721.5.1(4) – WEIGHT-T0-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 626 | TABLE 721.5.1(5) – FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 628 | TABLE 721.5.1(6) – FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 629 | TABLE 721.5.1(7) – MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETE [FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) – MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETE [FIGURE 721.5.1(6)(c)] |
| 630 | TABLE 721.5.1(9) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.56.1(6)(a)] TABLE 721.5.1(10) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] |
| 631 | EQUATION 7-17 |
| 632 | TABLE 721.6.2(1) – TIME ASSIGNED TO WALLBOARD MEMBRANES a,b,c,d TABLE 721.6.2(2) – TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a,b,c TABLE 721.6.2(3) – MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 |
| 633 | FIGURE 721.6.3(1) – LOAD FIGURE TABLE 721.6.2(4) – FLOORING OR ROOFING OVER WOOD FRAMING a TABLE 721.6.2(5) – TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 634 | FIGURE 721.6.3(2) – EFFECTIVE LENGTH FACTORS |
| 635 | CHAPTER 8 – INTERIOR FINISHES SECTION 801 – GENERAL SECTION 802 – DEFINITIONS SECTION 803 – WALL AND CEILING FINISHES |
| 637 | TABLE 803.5 – INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY SECTION 804 – INTERIOR FLOOR FINISH |
| 638 | SECTION 805 – COMBUSTIBLE MATERIALS IN TYPE I AND II CONSTRUCTION [F] SECTION 806 – DECORATIVE MATERIALS AND TRIM |
| 641 | CHAPTER 9 – FIRE PROTECTION SYSTEMS SECTION 901 – GENERAL SECTION 902 – DEFINITIONS |
| 644 | SECTION 903 – AUTOMATIC SPRINKLER SYSTEMS |
| 645 | [F] TABLE 903.2.4.2 – GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 646 | [F] TABLE 903.2.13 – ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 648 | SECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 650 | SECTION 905 – STANDPIPE SYSTEMS |
| 652 | SECTION 906 – PORTABLE FIRE EXTINGUISHERS SECTION 907 – FIRE ALARM DETECTION SYSTEMS |
| 658 | [F] TABLE 907.9.1.3 – VISABLE AND AUDIBLE ALARMS |
| 659 | SECTION 908 – EMERGENCY ALARM SYSTEMS |
| 660 | SECTION 909 – SMOKE CONTROL SYSTEMS |
| 661 | EQUATION 9-1 |
| 662 | EQUATION 9-2 EQUATION 9-8 EQUATION 9-9 |
| 667 | SECTION 910 – SMOKE AND HEAT VENTS |
| 668 | [F] TABLE 910.3 – REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS a EQUATION 9-10 |
| 669 | SECTION 911 – FIRE COMMAND CENTER SECTION 912 – FIRE DEPARTMENT CONNECTIONS |
| 671 | CHAPTER 10 – MEANS OF EGRESS SECTION 1001 – ADMINISTRATION SECTION 1002 – DEFINITIONS |
| 672 | SECTION 1003 – GENERAL MEANS OF EGRESS |
| 673 | SECTION 1004 – OCCUPANT LOAD |
| 674 | TABLE 1004.1.1 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 – EGRESS WIDTH |
| 675 | TABLE 1005.1 – EGRESS WIDTH PER OCCUPANT SERVED SECTION 1006 – MEANS OF EGRESS ILLUMINATION SECTION 1007 – ACCESSIBLE MEANS OF EGRESS |
| 677 | SECTION 1008 – DOORS, GATES AND TURNSTILES |
| 678 | TABLE 1008.1.3.1 – REVOLVING DOOR SPEEDS |
| 682 | SECTION 1009 – STAIRWAYS |
| 684 | SECTION 1010 – RAMPS |
| 686 | SECTION 1011 – EXIT SIGNS SECTION 1012 – HANDRAILS |
| 687 | SECTION 1013 – GUARDS |
| 688 | SECTION 1014 – EXIT ACCESS |
| 690 | SECTION 1015 – EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 – SPACES WITH ONE MEANS OF EGRESS |
| 691 | SECTION 1016 – EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 – EXIT ACCESS TRAVEL DISTANCE a SECTION 1017 – CORRIDORS |
| 692 | TABLE 1017.1 – CORRIDOR FIRE-RESISTANT RATING |
| 693 | SECTION 1018 – EXITS SECTION 1019 – NUMBER OF EXITS AND CONTINUITY TABLE 1019.1 – MINIMUM NUMBER OF EXITS FPR OCCUPANT LOAD TABLE 1019.2 – BUILDINGS WITH ONE EXIT SECTION 1020 – VERTICAL EXIT ENCLOSURES |
| 695 | SECTION 1021 – EXIT PASSAGEWAYS SECTION 1022 – HORIZONTAL EXITS |
| 696 | SECTION 1023 – EXTERIOR RAMPS AND STAIRWAYS |
| 697 | SECTION 1024 – EXIT DISCHARGE |
| 698 | SECTION 1025 – ASSEMBLY |
| 699 | TABLE 1025.6.2 – WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 701 | TABLE 1025.10.1 – SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 702 | SECTION 1026 – EMERGENCY ESCAPE AND RESCUE |
| 705 | CHAPTER 11 – ACCESSIBILITY SECTION 1101 – GENERAL SECTION 1102 – DEFINITIONS SECTION 1103 – SCOPING REQUIREMENTS |
| 706 | SECTION 1104 – ACCESSIBLE ROUTE |
| 707 | SECTION 1105 – ACCESSIBLE ENTRANCES |
| 708 | SECTION 1106 – PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 – ACCESSIBLE PARKING SPACES SECTION 1107 – DWELLING UNITS AND SLEEPING UNITS |
| 710 | TABLE 1107.6.1.1 – ACCESSIBLE DWELLING AND SLEEPING UNITS |
| 711 | SECTION 1108 – SPECIAL OCCUPANCIES |
| 712 | TABLE 1108.2.2.1 – ACCESSIBLE WHEELCHAIR SPACES TABLE 1108.2.6.1 – RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS |
| 713 | TABLE 1108.3 – ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1109 – OTHER FEATURES AND FACILITIES |
| 716 | TABLE 1109.12.2 – ACCESSIBLE CHECK-OUT AISLES |
| 717 | SECTION 1110 – SIGNAGE |
| 719 | CHAPTER 12 – INTERIOR ENVIRONMENT SECTION 1201 – GENERAL SECTION 1202 – DEFINITIONS SECTION 1203 – VENTILATION |
| 720 | SECTION 1204 – TEMPERATURE CONTROL SECTION 1205 – LIGHTING |
| 721 | SECTION 1206 – YARDS OR COURTS SECTION 1207 – SOUND TRANSMISSION SECTION 1208 – INTERIOR SPACE DIMENSIONS |
| 722 | SECTION 1209 – ACCESS TO UNOCCUPIED SPACES SECTION 1210 – SURROUNDING MATERIALS |
| 723 | CHAPTER 13 – ENERGY EFFICIENCY SECTION 1301 – GENERAL |
| 725 | CHAPTER 14 – EXTERIOR WALLS SECTION 1401 – GENERAL SECTION 1402 – DEFINITIONS SECTION 1403 – PERFORMANCE REQUIREMENTS |
| 726 | SECTION 1404 – MATERIALS SECTION 1405 – INSTALLATION OF WALL COVERINGS |
| 727 | TABLE 1405.2 – MINIMUM THICKNESS OF WEATHER COVERINGS |
| 730 | SECTION 1406 – COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1406.2.1.2 – MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS |
| 731 | SECTION 1407 – METAL COMPOSITE MATERIALS (MCM) |
| 733 | CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 – GENERAL SECTION 1502 – DEFINITIONS SECTION 1503 – WEATHER PROTECTION |
| 734 | SECTION 1504 – PERFORMANCE REQUIREMENTS TABLE 1504.2.1 – ROOF COVERING CLASSIFICATION USING ALTERNATIVE METHOD |
| 735 | TABLE 1504.8 – MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 – FIRE CLASSIFICATION TABLE 1505.1a,b – MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1506 – MATERIALS |
| 736 | SECTION 1507 – REQUIREMENTS FOR ROOF COVERINGS |
| 737 | TABLE 1507.2.9.2 – VALLEY LINING MATERIAL |
| 739 | TABLE 1507.3.7 – CLAY AND CONCRETE TILE ATTACHMENT a,b,c |
| 740 | TABLE 1507.4.3(1) – METAL ROOF COVERINGS TABLE 1507.4.3(2) – MINIMUM CORROSION RESISTANCE |
| 741 | TABLE 1507.7.5 – SLATE SHINGLE HEADLAP TABLE 1507.8.4 – WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.6 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 742 | TABLE 1507.8 – WOOD SHINGLE AND SHAKE INSTALLATION |
| 743 | TABLE 1507.9.5 – WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.7 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 744 | TABLE 1507.10.2 – BUILT-UP ROOFING MATERIAL STANDARDS SECTION 1508 – ROOF INSULATION |
| 745 | TABLE 1508.2 – MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 – ROOFTOP STRUCTURES |
| 746 | SECTION 1510 – REROOFING |
| 747 | CHAPTER 16 – STRUCTURAL DESIGN SECTION 1601 – GENERAL SECTION 1602 – DEFINITONS AND NOTATIONS |
| 748 | SECTION 1603 – CONSTRUCTION DOCUMENTS |
| 749 | SECTION 1604 – GENERAL DESIGN REQUIREMENTS |
| 750 | TABLE 1604.3 – DEFLECTION LIMITS a,b,c,h,i |
| 751 | TABLE 1604.5 – OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 752 | SECTION 1605 – LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 |
| 753 | EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 EQUATION 16-23 SECTION 1606 – DEAD LOADS |
| 754 | SECTION 1607 – LIVE LOADS TABLE 1607.6 – UNIFORM AND CONCENTRATED LOADS |
| 755 | TABLE 1607.1 – MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS |
| 757 | EQUATION 16-24 TABLE 1607.9.1 – LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-25 EQUATION 16-26 |
| 758 | EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 EQUATION 16-33 |
| 759 | SECTION 1608 – SNOW LOADS TABLE 1608.2 – GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 – WIND LOADS |
| 760 | FIGURE 1608.2 – GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 762 | TABLE 1609.1.2 – WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d |
| 763 | EQUATION 16-34 TABLE 1609.3.1 – EQUIVALENT BASIC WIND SPEEDS a,b,c |
| 764 | FIGURE 1609 – BASIC WIND SPEED (3 -SECOND GUST) |
| 769 | EQUATION 16-35 SECTION 1610 – SOIL LATERAL LOADS SECTION 1611 – RAIN LOADS EQUATION 16-36 |
| 770 | TABLE 1610.1 – SOIL LATERAL LOAD SECTION 1612 – FLOOD LOADS |
| 772 | SECTION 1613 – EARTHQUAKE LOADS |
| 773 | TABLE 1613.5.2 – SITE CLASS DEFINITIONS EQUATION 16-37 EQUATION 16-38 |
| 774 | TABLE 1613.5.3(1) – VALUES OF SITE COEFFICIENT Fa a TABLE 1613.5.3(2) – VALUES OF SITE COEFFICIENT Fva EQUATION 16-39 EQUATION 16-40 EQUATION 16-41 |
| 775 | EQUATION 16-42 EQUATION 16-43 EQUATION 16-44 TABLE 1613.5.5 – SITE CLASSIFICATION |
| 776 | TABLE 1613.5.6(1) – SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS TABLE 1613.5.6(2) – SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 777 | EQUATION 12.8-5 EQUATION 15.4-1 EQUATION 15.4-2 EQUATION 15.4-3 EQUATION 15.4-4 |
| 778 | FIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 780 | FIGURE 1613.5(2) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 782 | FIGURE 1613.5(3) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 784 | FIGURE 1613.5(4) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 786 | FIGURE 1613.5(5) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 787 | FIGURE 1613.5(6) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICVAL DAMPING), SITE CLASS B |
| 788 | FIGURE 1613.5(7) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B |
| 789 | FIGURE 1613.5(8) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 790 | FIGURE 1613.5(9) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 791 | FIGURE 1613.5(10) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 793 | FIGURE 1613.5(12) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 794 | FIGURE 1613.5(13) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 795 | FIGURE 1613.5(14) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 797 | CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 – GENERAL SECTION 1702 – DEFINITIONS |
| 798 | SECTION 1703 – APPROVALS SECTION 1704 – SPECIAL INSPECTIONS |
| 800 | TABLE 1704.3 – REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 801 | TABLE 1704.4 – REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION |
| 803 | TABLE 1704.5.1 – LEVEL 1 SPECIAL INSPECTION |
| 804 | TABLE 1704.5.3 – LEVEL 2 SPECIAL INSPECTION TABLE 1704.7 – REQUIRED VERIFICATION AND INSPECTION OF SOILS |
| 805 | TABLE 1704.8 – REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS TABLE 1704.9 – REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS |
| 806 | SECTION 1705 – STATEMENT OF SPECIAL INSPECTIONS |
| 808 | SECTION 1706 – CONTRACTOR RESPONSIBILIITY SECTION 1707 – SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE |
| 809 | SECTION 1708 – STRUCTURAL TESTING FOR SEISMIC RESISTANCE TABLE 1708.1.2 – LEVEL 1 QUALITY ASSURANCE TABLE 1708.1.4 – LEVEL 2 QUALITY ASSURANCE |
| 810 | SECTION 1709 – STRUCTURAL OBSERVATIONS SECTION 1710 – DESIGN STRENGTHS OF MATERIALS SECTION 1711 – ALTERNATIVE TEST PROCEDURE SECTION 1712 – TEST SAFE LOAD SECTION 1713 – IN0SITU LOAD TESTS |
| 811 | SECTION 1714 – PRECONSTRUCTION LOAD TESTS |
| 812 | SECTION 1715 – MATERIAL AND TEST STANDARDS |
| 813 | CHAPTER 18 – SOILS AND FOUNDATIONS SECTION 1801 – GENERAL SECTION 1802 – FOUNDATION AND SOILS INVESTIGATIONS |
| 814 | SECTION 1803 – EXCAVATION, GRADING AND FILL |
| 815 | SECTION 1804 – ALLOWABLE LOAD-BEARING VALUES OF SOIL SECTION 1805 – FOOTINGS AND FOUNDATIONS |
| 816 | TABLE 1804.2 – ALLOWABLE FOUNDATION AND LATERAL PRESSURE |
| 817 | FIGURE 1805.3.1 – FOUNDATION CLEARANCES FROM SLOPES TABLE 1805.4.2 – FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION a,b,c,d,e |
| 819 | TABLE 1805.5(1) – PLAIN MASONRY FOUNDATION WALLS a,b,c |
| 820 | TABLE 1805.5(2) – 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >/- 5 INCHES a,b,c |
| 821 | TABLE 1805.5(3) – 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >/- 6.75 INCHES a,b,c |
| 822 | TABLE 1805.5(4) – 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >/- 8.75 INCHES a,b,c |
| 823 | TABLE 1805.5(5) – CONCRETE FOUNDATION WALLS b,c |
| 825 | EQUATION 18-1 |
| 826 | EQUATION 18-2 EQUATION 18-3 |
| 827 | SECTION 1806 – RETAINING WALLS SECTION 1807 – DAMPPROOFING AND WATERPROOFING |
| 828 | SECTION 1808 – PIER AND PILE FOUNDATIONS |
| 833 | SECTION 1809 – DRIVEN PILE FOUNDATIONS |
| 834 | EQUATION 18-4 |
| 835 | EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 |
| 836 | SECTION 1810 – CAST-IN-PLACE CONCRETE PILE FOUNDATIONS |
| 840 | SECTION 1811 – COMPOSITE PILES SECTION 1812 – PIER FOUNDATIONS |
| 843 | CHAPTER 19 – CONCRETE SECTION 1901 – GENERAL SECTION 1902 – DEFINITIONS SECTION 1903 – SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 – DURABIILITY REQUIREMENTS |
| 844 | TABLE 1904.2.2 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f’c) FIGURE 1904.2.2 – WEATHERING PROBABILITY MAP FOR CONCRETE a,b,c |
| 845 | SECTION 1905 – CONCRETE QUALITY, MIXING AND PLACING SECTION 1906 – FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS |
| 846 | SECTION 1907 – DETAILS OF REINFORCEMENT SECTION 1908 – MODIFICATIONS TO ACI 318 |
| 849 | SECTION 1909 – STRUCTURAL PLAIN CONCRETE |
| 850 | SECTION 1910 – MINIMUM SLAB PROVISIONS SECTION 1911 – ANCHORAGE TO CONCRETE – ALLOWABLE STRESS DESIGN EQUATION 19-1 SECTION 1912 – ANCHORAGE TO CONCRETE – STRENGTH DESIGN |
| 851 | TABLE 1911.2 – ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1913 – SHOTCRETE |
| 852 | SECTION 1914 – REINFORCED GYPSUM CONCRETE SECTION 1915 – CONCRETE-FILLED PIPE COLUMNS |
| 855 | CHAPTER 20 – ALUMINUM SECTION 2001 – GENERAL SECTION 2002 – MATERIALS |
| 857 | CHAPTER 21 – MASONRY SECTION 2101 – GENERAL SECTION 2102 – DEFINITIONS AND NOTATIONS |
| 861 | SECTION 2103 – MASONRY CONSTRUCTION MATERIALS TABLE 2103.10 – CERAMIC TILE MORTAR COMPOSITIONS |
| 862 | TABLE 2103.8(1) – MORTAR PROPORTIONS TABLE 2103.8(2) – MORTAR PROPERTIES a |
| 863 | TABLE 2103.12 – GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 864 | SECTION 2104 – CONSTRUCTION |
| 867 | SECTION 2105 – QUALITY ASSURANCE |
| 868 | TABLE 2105.2.2.1.1 – COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 – COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106 – SEISMIC DESIGN |
| 869 | EQUATION 21-1 |
| 870 | SECTION 2107 – ALLOWABLE STRESS DESIGN EQUATION 21-2 EQUATION 21-3 SECTION 2108 – STRENGTH DESIGN OF MASONRY |
| 871 | SECTION 2109 – EMPIRICAL DESIGN OF MASONRY |
| 872 | TABLE 2109.2.1.2 – DIAPHRAGM LENGTH-TO-WIDTH RATIOS TABLE 2109.2.3.1 – ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS TABLE 2109.4.1 – WALL LATERAL SUPPORT REQUIREMENTS |
| 873 | TABLE 2109.3.2 – ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 874 | TABLE 2109.5.3.1 – FOUNDATION WALL CONSTRUCTION |
| 876 | EQUATION 21-4 TABLE 2109.8.3.1 – ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 877 | SECTION 2110 – GLASS UNIT MASONRY |
| 878 | FIGURE 2110.3.1 – GLASS MASONRY DESIGN WIND LOAD RESISTANCE SECTION 2111 – MASONRY FIREPLACES |
| 880 | FIGURE 2111.11 – ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 881 | SECTION 2112 – MASONRY HEATERS SECTION 2113 – MASONRY CHIMNEYS |
| 884 | TABLE 2113.16(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES a FIGURE 2113.16 – FLUE SIZES FOR MASONRY CHIMNEYS |
| 885 | TABLE 2113.16(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 – ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION |
| 887 | CHAPTER 22 – STEEL SECTION 2201 – GENERAL SECTION 2202 – DEFINITIONS SECTION 2203 – IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 – CONNECTIONS SECTION 2205 – STRUCTURAL STEEL |
| 888 | SECTION 2206 – STEEL JOISTS SECTION 2207 – STEEL CABLE STRUCTURES |
| 889 | SECTION 2208 – STEEL STORAGE RACKS SECTION 2209 – COLD-FORMED STEEL SECTION 2210 – COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION |
| 891 | CHAPTER 23 – WOOD SECTION 2301 – GENERAL SECTION 2302 – DEFINITIONS |
| 892 | SECTION 2303 – MINIMUM STANDARDS AND QUALITY |
| 896 | SECTION 2304 – GENERAL CONSTRUCTION REQUIREMENTS TABLE 2304.6 – MINIMUM THICKNESS OF WALL SHEATHING |
| 897 | TABLE 2304.7(1) – ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING a,b TABLE 2304.7(2) – SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 898 | TABLE 2304.7(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 SUPPORTS a,b |
| 899 | TABLE 2304.7(4) – ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) a,b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.7(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,b |
| 901 | TABLE 2304.9.1 – FASTENING SCHEDULE |
| 905 | SECTION 2305 – GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS |
| 906 | EQUATION 23-1 TABLE 2305.2.2(1) – en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM DEFLECTION DUE TO FASTENER SLIP (Structural) a,d TABLE 2305.2.3 – MAXIMUM DIAPHRAGM DIMENSION RATIOS HORIZONTAL AND SLOPED DIAPHRAGM |
| 907 | TABLE 2305.2.2(2) – VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 908 | EQUATION 23-2 FIGURE 2305.2.5(1) – DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING |
| 909 | TABLE 2305.3.4 – MAXIMUM SHEAR WALL DIMENSION RATIOS FIGURE 2305.2.5(2) – DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM |
| 910 | FIGURE 2305.3.5 – GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO |
| 911 | EQUATION 23-3 TABLE 2305.3.8.2 – SHEAR RESISTANCE ADJUSTMENT FACTOR, Co |
| 912 | EQUATION 23-4 SECTION 2306 – ALLOWABLE STRESS DESIGN |
| 913 | TABLE 2306.1.4 – ALLOWABLE LOADS FOR LUMBER DECKING |
| 914 | TABLE 2306.2.1 – WALL STUD BENDING STRESS INCREASE FACTORS TABLE 2306.3.3 – DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE |
| 915 | TABLE 2306.3.1 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE a FOR WIND OR SEISMIC LOADING h |
| 918 | TABLE 2306.3.2 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING b,g,h |
| 919 | SECTION 2307 – LOAD RESISTANCE FACTOR DESIGN SECTION 2308 – CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 920 | TABLE 2306.4.1 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHRN PINEa FOR WIND OR SEISMIC LOADING b,h,i,j,l |
| 921 | TABLE 2306.4.3 – aALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING b TABLE 2306.4.4 – ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY a,b,c,d,e,f,g,h |
| 922 | TABLE 2306.4.5 – ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES |
| 925 | TABLE 2308.8(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/^ = 360) |
| 927 | TABLE 2308.8(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load=40 psf, L/^ = 360) |
| 929 | TABLE 2308.9.1 – SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 932 | FIGURE 2308.9.3 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 933 | FIGURE 2308.9.3.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING TABLE 2308.9.3(1) – BRACED WALL PANELS a |
| 934 | TABLE 2308.9.3(2) – EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING b (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) TABLE 2308.9.3(4) – ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) |
| 935 | TABLE 2308.9.3(5) – HARDBOARD SIDING |
| 936 | TABLE 2308.9.5 – HEADER AND GIRDER SPANS a FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir b and Required Number of Jack Studs) |
| 938 | TABLE 2308.9.6 – HEADER AND GIRDER SPANS a FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir b and Required Number of Jack Studs) |
| 939 | TABLE 2308.10.1 – REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) a,b,c,e,f,g,h |
| 940 | TABLE 2308.10.2(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/^ = 240) |
| 942 | TABLE 2308.10.2(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Unihabitable Attics with Limited Storage, Live Load = 20 pounds per square foot, L/^ = 240) |
| 944 | TABLE 2308.10.3(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/^ = 180) |
| 946 | TABLE 2308.10.3(2) – (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/^ = 240) |
| 948 | TABLE 2308.10.3(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/^ = 180) |
| 950 | RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/^ =180) |
| 952 | TABLE 2308.10.3(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/^ = 240) |
| 954 | TABLE 2308.10.3(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/^ = 240) |
| 956 | TABLE 2308.10.4.1 – RAFTER TIE CONNECTIONS g |
| 957 | TABLE 2308.10.9 – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 959 | FIGURE 2308.11.3.2 – STEPPED FOOTING CONNECTION DETAILS |
| 960 | FIGURE 2308.11.3.3 – OPENINGS IN HORIZONTAL DIAPHRAGMS |
| 961 | TABLE 2308.12.4 – WALL BRACNG IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Line a) |
| 962 | FIGURE 2308.12.6(1) – BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) – BRACED WALL PANELS SUPPORTED BY CATILEVER OR SET BACK |
| 963 | FIGURE 2308.12.6(3) – FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES FIGURE 2308.12.6(4) – ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) – BRACED WALL PANEL EXTENSION OVER OPENING |
| 964 | FIGURE 2308.12.6(6) – PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.12.6(7) – BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) – OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 965 | CHAPTER 24 – GLASS AND GLAZING SECTION 2401 – GENERAL SECTION 2402 – DEFINITIONS 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 |
| 966 | EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 |
| 967 | SECTION 2405 – SLOPED GLAZING AND SKYLIGHTS |
| 968 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 – SAFETY GLAZING TABLE 2406.1 – MINIMUM CATEGORY CLASSIFICATION OF GLAZING |
| 970 | SECTION 2407 – GLASS IN HANDRAILS AND GUARDS SECTION 2408 – GLAZING IN ATHLETIC FACILITIES SECTION 2409 – GLASS IN ELEVATOR HOISTWAY |
| 971 | CHAPTER 25 – GYPSUM BOARD AND PLASTER SECTION 2501 – GENERAL SECTION 2502 – DEFINITIONS SECTION 2503 – INSPECTION SECTION 2504 – VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 – SHEAR WALL CONSTRUCTION |
| 972 | SECTION 2506 – GYPSUM BOARD MATERIALS TABLE 2506.2 – GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 – LATHING AND PLASTERING TABLE 2507.2 – LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 – GYPSUM CONSTRUCTION TABLE 2508.1 – INSTALLATION OF GYPSUM CONSTRUCTION |
| 973 | TABLE 2508.5 – SHEAR CAPCITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 – GYPSUM BOARD IN SHOWERS AND WATER CLOSETS |
| 974 | SECTION 2510 – LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) SECTION 2511 – INTERIOR PLASTER TABLE 2511.1.1 – INSTALLATION OF PLASTER CONSTRUCTION |
| 975 | SECTION 2512 – EXTERIOR PLASTER TABLE 2512.6 – CEMENT PLASTERS SECTION 2513 – EXPOSED AGGREGATE PLASTER |
| 977 | CHAPTER 26 – PLASTIC SECTION 2601 – GENERAL SECTION 2602 – DEFINITIONS SECTION 2603 – FOAM PLASTIC INSULATION |
| 980 | FIGURE 2603.8 – TERMITE INFESTATON PROBABILITY MAP SECTION 2604 – INTERIOR FINISH AND TRIM |
| 981 | SECTION 2605 – PLASTIC VENEER SECTION 2606 – LIGHT-TRANSMITTING PLASTICS |
| 982 | SECTION 2607 – LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 – AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS a |
| 983 | SECTION 2608 – LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 – LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 984 | TABLE 2609.4 – AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 – LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING SECTION 2611 – LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS |
| 987 | CHAPTER 27 – ELECTRICAL SECTION 2701 – GENERAL [F] SECTION 2702 – EMERGENCY AND STANDBY POWER SYSTEMS |
| 989 | CHAPTER 28 – MECHANICAL SYSTEMS SECTION 2801 – GENERAL |
| 991 | CHAPTER 29 – PLUMBING SYSTEMS SECTION 2901 – GENERAL SECTION 2902 – MINIMUM PLUMBING FACIILITIES [P] TABLE 2902.1 — MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a (See Sections 2902.2 and 2902.3) |
| 995 | CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 – GENERAL SECTION 3002 – HOISTWAY ENCLOSURES [F] SECTION 3003 – EMERGENCY OPERATIONS |
| 996 | SECTION 3004 – HOISTWAY VENTING SECTION 3005 – CONVEYING SYSTEMS |
| 997 | SECTION 3006 – MACHINE ROOMS |
| 999 | CHAPTER 31 – SPECIAL CONSTRUCTION SECTION 3101 – GENERAL SECTION 3102 – MEMBRANE STRUCTURES |
| 1000 | SECTION 3103 – TEMPORARY STRUCTURES SECTION 3104 – PEDESTRIAN WALKWAYS AND TUNNELS |
| 1001 | SECTION 3105 – AWNINGS AND CANOPIES |
| 1002 | SECTION 3106 – MARQUEES SECTION 3107 – SIGNS SECTION 3108 – RADIO AND TELEVISION TOWERS SECTION 3109 – SWIMMING POOL ENCLOSURES AND SAFETY DEVICES |
| 1005 | CHAPTER 32 – ENCROACHMENTS TO THE PUBLIC RIGHT-OF-WAY SECTION 3201 – GENERAL SECTION 3202 – ENCROACHMENTS |
| 1007 | CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION SECTION 3301 – GENERAL SECTION 3302 – CONSTRUCTION SAFEGUARDS SECTION 3303 – DEMOLITION SECTION 3304 – SITE WORK SECTION 3305 – SANITARY |
| 1008 | SECTION 3306 – PROTECTION OF PEDESTRIANS TABLE 3306.1 – PROTECTION OF PEDESTRIANS |
| 1009 | SECTION 3307 – PROTECTION OF ADJOINING PROPERTY SECTION 3308 – TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 – FIRE EXTINGUISHERS SECTION 3310 – EXITS [F] SECTION 3311 – STANDPIPES |
| 1010 | SECTION 3312 – AUTOMATIC SPRINKLER SYSTEM |
| 1011 | CHAPTER 34 – EXISTING STRUCTURES SECTION 3401 – GENERAL SECTION 3402 – DEFINITIONS SECTION 3403 – ADDITIONS, ALTERATIONS OR REPAIRS |
| 1012 | SECTION 3404 – FIRE ESCAPES |
| 1015 | SECTION 3405 – GLASS REPLACEMENT SECTION 3406 – CHANGE OF OCCUPANCY SECTION 3407 – HISTORIC BUILDINGS SECTION 3408 – MOVED STRUCTURES SECTION 3409 – ACCESSIBILITY FOR EXISTING BUILDINGS |
| 1016 | TABLE 3409.8.5 – RAMPS |
| 1017 | [EB] SECTION 3410 – COMPLIANCE ALTERNATIVES |
| 1018 | EQUATION 34-1 |
| 1019 | EQUATION 34-2 EQUATION 34-3 TABLE 3410.6.3 – COMPARTMENTATION VALUES TABLE 3410.6.4 – SEPARATION VALUES |
| 1020 | TABLE 3410.6.5 – CORRIDOR WALL VALUES EQUATION 34-4 TABLE 3410.6.6(1) – VERTICAL OPENING PROTECTION VALUE TABLE 3410.6.6(2) – CONSTRUCTION-TYPE FACTOR |
| 1021 | TABLE 3410.6.8 – AUTOMATIC FIRE DETECTION VALUES TABLE 3410.6.9 – FIRE ALARM SYSTEM VALUES TABLE 3410.6.10 – SMOKE CONTROL VALUES |
| 1022 | TABLE 3410.6.11 – MEANS OF EGRESS VALUES TABLE 3410.6.12 – DEAD-END VALUES |
| 1023 | TABLE 3410.6.14 – ELEVATOR CONTROL VALUES TABLE 3410.6.15 – MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 3410.6.16 MIXED OCCUPANCY VALUESa TABLE 3410.6.17 SPRINKLER SYSTEM VALUES |
| 1024 | TABLE 3410.6.18 – INCINDENTAL USE AREA VALUES a TABLE 3410.8 – MANDATORY SAFETY SCORES a |
| 1025 | TABLE 3410.7 – SUMMARY SHEET – BUILDING CODE TABLE 3410.9 EVALUATION FORMULASa |
| 1027 | CHAPTER 35 – REFERENCED STANDARDS AA AAMA ACI |
| 1028 | AF&PA AHA AISC AISI |
| 1029 | AITC ALI ANSI |
| 1030 | APA ASAE ASCE/SEI |
| 1031 | ASME ASTM |
| 1037 | AWCI AWPA AWS |
| 1038 | BHMA CGSB CSA CPSC CSSB |
| 1039 | DASMA DOC DOL DOTn FEMA |
| 1040 | FM GA HPVA ICC |
| 1041 | ISO NAAMM NCMA NFPA |
| 1042 | PCI |
| 1043 | PTI RMI SJI SPRI TIA TMS |
| 1044 | TPI UL |
| 1045 | ULC USC WDMA WRI |
| 1047 | APPENDIX A – EMPLOYEE QUALIFICATIONS – DELETED APPENDIX B – DELETED APPENDIX C – DELETED |
| 1049 | APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS |
| 1050 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT |
| 1051 | SECTION D106 REFERENCED STANDARDS |
| 1053 | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES |
| 1054 | TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES |
| 1055 | TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES SECTION E107 SIGNAGE |
| 1056 | SECTION E108 BUS STOPS SECTION E109 TRANSPORTATION FACILITIES AND STATIONS |
| 1057 | SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS |
| 1059 | APPENDIX F – RODENTPROOFING – DELETED APPENDIX G – DELETED APPENDIX H – DELETED APPENDIX I – DELETED APPENDIX J – DELETED APPENDIX K – DELETED |
| 1061 | APPENDIX L ALTERNATE SEISMIC DESIGN REQUIREMENTS FOR CATEGORY I AND II BUILDINGS SECTION L101 SECTION L102 SECTION L103 |
| 1063 | INDEX |
| 1091 | MORE IBC REFERENCES FROM ICC |
| 1092 | ICC MEMBERSHIP INFORMATION |
| 1093 | 2007 Arkansas Fire Prevention Code, Volume III: Residential 2007 EDITION ARKANSAS FIRE PREVENTION CODE VOLUME III RESIDENTIAL |
| 1094 | ARKANSAS FIRE PREVENTION CODE 2007 EDITION VOLUME III BASED ON THE 2006 INTERNATIONAL RESIDENTIAL CODE TITLE PAGE |
| 1095 | COPYRIGHT |
| 1096 | TO THE PEOPLE OF THE STATE OF ARKANSAS |
| 1098 | FORWORD |
| 1100 | STATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2007 EDITION DEFINITIONS |
| 1102 | TABLE OF CONTENTS |
| 1106 | PART I – ADMINISTRATIVE CHAPTER 1 – ADMINISTRATION SECTION R101 – TITLE, SCOPE AND PURPOSE SECTION R102 – APPLICABILITY SECTION R103 – DEPARTMENT OF BUILDING SAFETY SECTION R104 – DUTIES AND POWERS OF THE BUILDING OFFICIAL |
| 1108 | SECTION R105 – PERMITS |
| 1109 | SECTION R106 – CONSTRUCTION DOCUMENTS |
| 1110 | SECTION R107 – TEMPORARY STRUCTURES AND USES SECTION R108 – FEES |
| 1111 | SECTION R109 – INSPECTIONS SECTION R110 – CERTIFICATE OF OCCUPANCY |
| 1112 | SECTION R111 – SERVICE UTILITIES SECTION R112 – BOARD OF APPEALS |
| 1113 | SECTION R113 – VIOLATIONS SECTION R114 – STOP WORK ORDER |
| 1114 | PART II – DEFINITIONS CHAPTER 2 – DEFINITIONS SECTION R201 – GENERAL SECTION R202 – DEFINITIONS |
| 1128 | PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 – BUILDING PLANNING SECTION R301 – DESIGN CRITERIA |
| 1129 | TABLE R301.2(1) – CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA |
| 1130 | TABLE R301.2(2) – COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) |
| 1131 | TABLE R301.2(3) – HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) – ISILINES OF THE 971/2 PERCENT WINTER (DECEMBER. JANUARY AND FEBRUARY) DESIGN TEMPERATURES (oF)F |
| 1132 | FIGURE R301.2(2) – SEISMIC DESIGN CATEGORIES – SITE CLASS D |
| 1137 | FIGURE R301.2(3) – WEATHERING PROBABILITY MAP FOR CONCRETE |
| 1138 | FIGURE R301.2(4) – BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL |
| 1143 | FIGURE R301.2(5) – GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2) |
| 1145 | FIGURE R301.2(6) – TERMITE INFESTATON PROBABILITY MAP |
| 1146 | FIGURE R301.2(7) – COMPONENT AND CLADDING PRESSURE ZONES |
| 1147 | TABLE R301.2.1.2 – WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d TABLE R301.2.1.3 – EQUIVALENT BASIC WIND SPEEDS a |
| 1148 | TABLE R301.2.2.1.1 – SEISMIC DESIGN CATEGORY DETERMINATION TABLE R301.2.2.2.1 – WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOAD a |
| 1151 | TABLE R301.5 – MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE R301.6 – MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 – ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a,b,c |
| 1152 | SECTION R302 – EXTERIOR WALL LOCATION TABLE R302.1 – EXTERIOR WALLS SECTION R303 – LIGHT, VENTILATION AND HEATING |
| 1153 | SECTION R304 – MINIMUM ROOM AREAS SECTION R305 – CEILING HEIGHT |
| 1154 | SECTION R306 – SANITATION SECTION R307 – TOILET, BATH AND SHOWER SPACES FIGURE R307.1 – MINIMUM FIXTURE CLEARANCES |
| 1155 | SECTION R308 – GLAZING TABLE R308.3 – MINIMUM CATEGORY CLASSIFICATION OF GLAZING |
| 1157 | SECTION R309 – GARAGES AND CARPORTS SECTION R310 – EMERGENCY ESCAPE AND RESCUE OPENINGS |
| 1158 | SECTION R311 – MEANS OF EGRESS |
| 1160 | SECTION R312 – GUARDS SECTION R313 – SMOKE ALARMS |
| 1161 | SECTION R314 – FOAM PLASTIC |
| 1163 | SECTION R315 – FLAME SPREAD AND SMOKE DENSITY SECTION R316 – INSULATION SECTION R317 – DWELLING UNIT SEPARATION |
| 1165 | SECTION R318 – MOISTURE VAPOR RETARDERS SECTION R319 – PROTECTION AGAINST DECAY |
| 1166 | SECTION R320 – PROTECTION AGAINST SUBTERRANEAN TERMITES |
| 1167 | SECTION R321 – SITE ADDRESS SECTION R322 – ACCESSIBILITY SECTION R323 – ELEVATORS AND PLATFORM LIFTS SECTION R324 – FLOOD-RESISTANT CONSTRUCTION |
| 1172 | CHAPTER 4 – FOUNDATIONS SECTION R401 – GENERAL TABLE R401.4.1 – PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS a SECTION R402 – MATERIALS |
| 1173 | TABLE R402.2 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 – FOOTINGS TABLE R403.1 – MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a |
| 1174 | FIGURE R403.1(1) – CONCRETE AND MASONRY FOUNDATION DETAILS |
| 1175 | FIGURE R403.1(2) – PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION |
| 1176 | FIGURE R403.1(3) – PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION |
| 1178 | FIGURE R403.1.7.1 – FOUNDATION CLEARANCE FROM SLOPES |
| 1179 | TABLE R403.3 – MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS FIGURE R403.3(1) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS |
| 1180 | FIGURE R403.3(2) – AIR-FREEZING INDEX – AN ESTIMATE OF THE 100-YEAR RETURN PERIOD |
| 1181 | FIGURE R403.3(3) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE |
| 1182 | FIGURE R403.3(4) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE |
| 1183 | SECTION R404 – FOUNDATION AND RETAINING WALLS TABLE R404.1(1) – TOP REACTIONS AND PRESCRIPTIVE SUPPORT FOR FOUNDATION WALLS a |
| 1184 | TABLE R404.1(2) – MAXIMUM PLATE ANCHOR-BOLT SPACING FOR SUPPORTED FOUNDATION WALL a |
| 1185 | TABLE R404.1(3) – MAXIMUM ASPECT RATIO, L/W FOR UNBALANCED FOUNDATIONS |
| 1186 | TABLE R404.1.1(1) – PLAIN MASONRY FOUNDATION WALLS |
| 1187 | TABLE R404.1.1(2) – 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES a |
| 1188 | TABLE R404.1.1(3) – 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES a |
| 1189 | TABLE R404.1.1(4) – 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES a |
| 1190 | TABLE R404.1.1(5) – CONCRETE FOUNDATION WALLS h,i,j,k |
| 1192 | FIGURE R404.1.5(1) – FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 1193 | TABLE R404.2.3 – PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION SECTION R405 – FOUNDATION DRAINAGE |
| 1194 | TABLE R404.4(1) – 5.5 – INCH THICK FLAT ICF FOUNDATION WALLS a,b,c,d |
| 1195 | TABLE R404.4(2) – 7.5 – INCH-THICK FLAT ICF FOUNDATION WALLS a,b,c,d,e SECTION R406 – FOUNDATION WATERPROOFING AND DAMPPROOFING |
| 1196 | TABLE R404.4(3) – 9.5 – INCH-THICK FLAT ICF FOUNDATION WALLS a,b,c,d,e |
| 1197 | TABLE R404.4(4) – WAFFLE GRID ICF FOUNDATION WALLS a,b,c,d,e |
| 1198 | TABLE R404.4(5) – SCREEN-GRID ICF FOUNDATION WALLS a,b,c,d,e SECTION R407 – COLUMNS SECTION R408 – UNDER-FLOOR SPACE |
| 1199 | TABLE R405.1 – PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM |
| 1202 | CHAPTER 5 – FLOORS SECTION R501 – GENERAL SECTION R502 – WOOD FLOOR FRAMING |
| 1203 | FIGURE R502.2 – FLOOR CONSTRUCTION |
| 1204 | TABLE R502.3.1(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psef, L/Δ = 360)a |
| 1205 | TABLE R502.3.1(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) b |
| 1206 | TABLE R502.3.3(1) – CATILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY a,b,c,f,g,h (Floor live load </_ 20 psf) TABLE R502.3.3(2) – CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY a,b,e,f |
| 1207 | TABLE R502.5(1) – GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-fir b and required number of jack studs) |
| 1209 | TABLE R502.5(2) – GIRDER SPANS a AND HEADER SPANS a FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-fir b and required number of jack studs) |
| 1210 | FIGURE R502.8 – CUTTING, NOTCHING AND DRILLING |
| 1211 | SECTION R503 – FLOOR SHEATHING TABLE R503.1 – MINIIMUM THICKNESS OF LUMBER FLOOR SHEATHING |
| 1212 | TABLE R503.2.1.1(1) – ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT a,b,c |
| 1213 | TABLE R503.2.1.1(2) – ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT a SECTION R504 – PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) SECTION R505 – STEEL FLOOR FRAMING |
| 1214 | TABLE R505.2(1) – COLD-FORMED STEEL JOIST SIZES TABLE R505.2(2) – MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS |
| 1215 | FIGURE R505.2(3) – FLOOR JOIST WEB HOLES |
| 1216 | TABLE R505.2.4 – SCREW SUBSTITUTION FACTOR FIGURE R505.3 – STEEL FLOOR CONSTRUCTION |
| 1218 | TABLE R505.3.1(1) – FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a,b TABLE R505.3.1(2) – FASTENING SCHEDULE a |
| 1219 | FIGURE R505.3.1(1) – FLOOR TO LOAD-BEARING WALL STUD CONNECTION FIGURE R505.3.1(2) – FLOOR TO WOOD SILL CONNECTION |
| 1220 | FIGURE R505.3.1(3) – FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) – FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION |
| 1221 | FIGURE R505.3.1(5) – FLOOR CANTILEVER TO WOOD SILL CONNECTION FIGURE R505.3.1(6) – FLOOR CANTILEVER TO FOUNDATION CONNECTION |
| 1222 | FIGURE R505.3.1(7) – CONTINUOUS JOIST SPAN SUPPORTED ON STUD FIGURE R505.3.1(8) – LAPPED JOISTS SUPPORTED ON STUD |
| 1223 | TABLE R505.3.2(1) – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS – SINGLE SPANS a,b 33 ksi STEEL FIGURE R505.3.4 – BEARING STIFFENER |
| 1224 | TABLE R505.3.2(2) – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS – MULTIPLE SPANS a,b 22 ksi STEEL FIGURE R505.3.6 – HOLE PATCH |
| 1225 | TABLE R505.3.2(3) – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS – MULTIPLE SPANS a,b, 50 ksi STEEL FIGURE R505.3.8 – TRACK SPLICE |
| 1226 | SECTION R506 – CONCRETE FLOORS (ON GROUND) |
| 1228 | CHAPTER 6 – WALL CONSTRUCTION SECTION R601 – GENERAL SECTION R602 – WOOD WALL FRAMING |
| 1229 | TABLE R602.3(1) – FASTENER SCHEDULE FOR STRUCTURAL MEMBERS |
| 1231 | TABLE R602.3(2) -ALTERNATE ATTACHMENTS |
| 1232 | TABLE R602.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING TABLE R602.3(4) – ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING a TABLE R602.3(5) – SIZE, HEIGHT AND SPACING OF WOOD STUDS a |
| 1233 | FIGURE R602.3(1) – TYPICAL WALL, FLOOR AND ROOF FRAMING |
| 1234 | FIGURE R602.3(2) – FRAMING DETAILS |
| 1235 | TABLE R602.3.1 – MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A,B,C and Do, D1 and D2 b,c |
| 1237 | FIGURE R602.6(1) – NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS |
| 1238 | FIGURE R602.6(2) – NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS |
| 1239 | FIGURE R602.6.1 – TOP PLATE FRAMING TO ACCOMODATE PIPING |
| 1240 | TABLE R602.7.2 – MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS a FIGURE R602.7.2 — TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION |
| 1242 | TABLE R602.10.1 – WALL BRACING |
| 1243 | TABLE R602.10.5 – LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL a,b,c |
| 1244 | FIGURE R602.10.5 – TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING |
| 1245 | TABLE R602.10.6 – MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS FIGURE R602.10.6.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING |
| 1247 | FIGURE R602.11.3 – STEPPED FOUNDATION CONSTRUCTION |
| 1248 | SECTION R603 – STEEL WALL FRAMING TABLE R603.2(1) – LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) – MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS |
| 1249 | FIGURE R603.2(1) – C-SECTION FIGURE R603.2(2) – TRACK SECTION FIGURE R603.2(3) – WEB HOLES |
| 1250 | TABLE R603.2.4 – SCREW SUBSTITUTION FACTOR |
| 1251 | FIGURE R603.3 – STEEL WALL CONSTRUCTION TABLE R603.3.1 – WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS |
| 1252 | FIGURE R603.3.1(1) – WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(2) – WALL TO WOOD SILL CONNECTION |
| 1253 | TABLE R603.3.2(1) – WALL FASTENING SCHEDULE a FIGURE R603.3.5 – HOLE PATCH |
| 1254 | FIGURE R603.3.6 – TRACK SPLICE FIGURE R603.4 – CORNER FRAMING |
| 1255 | TABLE R603.3.2(2) – 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 33 ksi STEEL |
| 1256 | TABLE R603.3.2(3) – 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL |
| 1257 | TABLE R603.3.2(4) – 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL |
| 1258 | TABLE R603.3.2(5) – 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL |
| 1259 | TABLE R603.3.2(6) – 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 33 ksi STEEL |
| 1260 | TABLE R603.3.2(7) – 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50ksi STEEL |
| 1261 | TABLE R603.3.2(8) – 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c – 33 ksi STEEL |
| 1262 | TABLE R603.3.2(9) – 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL |
| 1263 | TABLE R603.3.2(10) – 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 33 ksi STEEL |
| 1264 | TABLE R603.3.2(11) – 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL |
| 1265 | TABLE R603.3.2(12) – 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL |
| 1266 | TABLE R603.3.2(13) – 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL |
| 1267 | TABLE R603.3.2(14) – 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL |
| 1268 | TABLE R603.3.2(15) – 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL |
| 1269 | TABLE R603.3.2(16) – 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL |
| 1270 | TABLE R603.3.2(17) – 32-FOOT-WIDE BUILDING SUPPORTING FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL |
| 1271 | TABLE R603.3.2(18) – 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL |
| 1272 | TABLE R603.3.2(19) – 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL |
| 1273 | TABLE R603.3.2(20) – 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL |
| 1274 | TABLE R603.3.2(21) – 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL |
| 1275 | TABLE R603.6(1) – BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) a,b,c |
| 1276 | TABLE R603.6(2) – BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only )33 ksi steel) a,b,c |
| 1277 | TABLE R603.6(3) – BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c |
| 1278 | TABLE R603.6(4) – BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c |
| 1279 | TABLE R603.6(5) – BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) a,b,c |
| 1280 | TABLE R603.6(6) – BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) a,b,c |
| 1281 | TABLE R603.6(7) – BACK-TOBACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c |
| 1282 | TABLE R603.6(8) – BACK-TOBACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c |
| 1283 | TABLE R603.6(9) – TOTAL NUMBER OF JACK STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.6(10) – HEADER TO KING STUD CONNECTION REQUIREMENTS a,b,c,d TABLE R603.6(11) – HEAD TRACK SPAN (33 ksi Steel) |
| 1284 | FIGURE R603.6 – HEADER DETAIL |
| 1285 | TABLE R603.7 – MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS a,b,c,d,e SECTION R604 – WOOD STRUCTURAL PANELS SECTION R605 – PARTICLEBOARD SECTION R606 – GENERAL MASONRY CONSTRUCTION |
| 1286 | TABLE R606.5 – ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 1287 | TABLE R606.9 – SPACING OF LATERAL SUPPORT FOR MASONRY WALLS |
| 1288 | FIGURE R606.11(1) – ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF |
| 1289 | FIGURE R606.11(2) – REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C |
| 1290 | FIGURE R606.11(3) – REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY Do, D1 OR D2 |
| 1292 | TABLE R606.12.3.2 – MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY Do OR D1 TABLE R606.12.4.1 – MINIMUM REINFORCING FOR STACKED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 – MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 |
| 1293 | TABLE R606.15.1 – MINIMUM CORROSION PROTECTION SECTION R607 – UNIT MASONRY SECTION R608 – MULTIPLE WYTHE MASONRY |
| 1294 | TABLE R607.1 – MORTAR PROPORTIONS a,b |
| 1295 | SECTION R609 – GROUTED MASONRY TABLE R609.1.1 – GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 – GROUT SPACE DIMENSIONS AND POUR HEIGHTS |
| 1296 | SECTION R610 – GLASS UNIT MASONRY |
| 1297 | FIGURE R610.4.1 – GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE |
| 1298 | SECTION R611 – INSULATING CONCRETE FORM WALL CONSTRUCTION TABLE R611.2 – REQUIREMENTS FOR ICF WALLS b |
| 1299 | FIGURE R611.3 – FLAT ICF WALL SYSTEM TABLE R611.3(1) – DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1) AND R611.5 FOR ABOVE GROUND WALLS a |
| 1300 | TABLE R611.3(2) – MINIMUM VERTICAL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLS a,b,c,d |
| 1301 | TABLE R611.4(1) – MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLS a,b,c FIGURE R611.4 – WAFFLE-GRID ICF WALL SYSTEM |
| 1302 | TABLE R611.5 – MINIMUM VERTICAL REINFORCEMENT FOR SCREE-GRID ICF ABOVE-GRADE WALLS a,b,c FIGURE R611.5 – SCREEN-GRID IFC WALL SYSTEM |
| 1304 | TABLE R611.7(1) – MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS a FIGURE R611.7(1) – ICF WALL CONSTRUCTION |
| 1306 | TABLE R611.7(2) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS a,b,c,d,f NO. 4 BOTTOM BAR SIZE |
| 1307 | TABLE R611.7(3) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS a,b,c,d,f NO. 5 BOTTOM BAR SIZE |
| 1308 | TABLE R611.7(4) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELS a,b,c,d,f NO. 4 BOTTOM BAR SIZE |
| 1309 | TABLE R611.7(5) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELS a,b,c,d,f NO. 5 BOTTOM BAR SIZE |
| 1310 | TABLE R611.7(6) – MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLS a,b,c,d,e,f,g NO. 4 BOTTOM BAR SIZE TABLE R611.7(7) – MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLS a,b,c,d,e,f,g N0. 5 BOTTOM BAR SIZE |
| 1311 | TABLE R611.7(8) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLS a,b,c,d,e,f,g,h (NO. 4 OR NO. 5) BOTTOOM BAR SIZE |
| 1312 | TABLE R611.7(9) – MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLS a,b,c,d,e,f,h |
| 1313 | TABLE R611.7(9A) – MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE) a,b,c |
| 1314 | TABLE R611.7(9B) – MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a,b,c,d |
| 1315 | TABLE R611.7(10) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS WITHOUT STIRRUPS a,b,c,d NO. 4 BOTTOM BAR |
| 1316 | TABLE R611.7(10A) – MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE) a,b,c |
| 1317 | TABLE R611.7(10B) – MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE AND SCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE) a,b,c,d |
| 1318 | TABLE R611.7(11) – MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, d1 and d2 A,B TABLE R611.7.4 -WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTH a |
| 1319 | FIGURE R611.7(2) – REINFORCEMENT OF OPENINGS FIGURE R611.7(3) – ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS |
| 1320 | FIGURE R611.7(4) – SINGLE FORM HEIGHT WAFFLE-GRID LINTEL FIGURE R611.7(5) – DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL |
| 1321 | FIGURE R611.7(6) – SINGLE FORM HEIGHT SCREEN-GRID LINTEL FIGURE R611.7(7) – DOUBLE FORM HEIGHT SCREEN-GRID LINTEL |
| 1322 | FIGURE R611.7.1.4 – LAP SPLICES |
| 1323 | FIGURE R611.7.4 – MINIMUM SOLID WALL LENGTH |
| 1324 | TABLE R611.8(1) – FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTS a,b,c |
| 1325 | TABLE R611.8(2) – DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES Do, D1 AND D2 a,b FIGURE R611.8(1) – SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL |
| 1326 | FIGURE R611.8(2) – FLOOR LEDGER – ICF WALL CONNECTION (SIDE-BEARING CONNECTION) FIGURE R611.8(3) – FLOOR LEDGER – ICF WALL CONNECTION (LEDGE-BEARING CONNECTION) |
| 1327 | FIGURE R611.8(4) – WOOD FLOOR LEDGER – ICF WALL SYSTEM CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION) FIGURE R611.8(5) – FLOOR LEDGER-ICF WALL CONNECTION |
| 1328 | FIGURE R611.8(6) – ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES Do, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL FIGURE R611.8(7) – ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES Do, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL |
| 1329 | TABLE R611.9 – DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETE FIGURE R611.9 – ROOF SILL PLATE – ICF WALL CONNECTION SECTION R612 – CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION SECTION R613 – EXTERIOR WINDOWS AND GLASS DOORS |
| 1330 | FIGURE R613.8(1) – THROUGH THE FRAME FIGURE R613.8(2) – FRAME CLIP |
| 1331 | FIGURE R613.8(3) – THROUGH THE FRAME FIGURE R613.8(4) – FRAME CLIP FIGURE R613.8(5) – THROUGH THE FLANGE FIGURE R613.8(6) – THROUGH THE FRAME |
| 1332 | FIGURE R613.8(7) – FRAME CLIP FIGURE R613.8(8) – THROUGH THE FLANGE |
| 1334 | CHAPTER 7 – WALL COVERING SECTION R701 – GENERAL SECTION R702 – INTERIOR COVERING TABLE R702.1(1) – THICKNESS OF PLASTER TABLE R702.1(2) – GYPSUM PLASTER PROPORTIONS |
| 1335 | TABLE R702.1(3) – PORTLAND CEMENT PLASTER |
| 1336 | TABLE R702.3.5 – MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD |
| 1337 | TABLE R702.3.7 – SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION R703 – EXTERIOR COVERING |
| 1339 | TABLE R703.4 – WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS |
| 1340 | TABLE R703.5.2 – MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON ESTERIOR WALLS a,b,c (Dimensions are in inches) |
| 1341 | FIGURE R703.7 – MASONRY VENEER DETAILS |
| 1343 | TABLE R703.7(1) – STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A,B AND C |
| 1344 | TABLE R703.7(2) – STONE OR MASONRY VENEER LIMITAIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES Do, D1 AND D2 |
| 1345 | FIGURE R703.7(1) – HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEER FIGURE R703.7.2.1 – EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES |
| 1346 | FIGURE R703.7.2.2 – EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS |
| 1347 | TABLE R703.7.3 – ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER a,b,c |
| 1348 | CHAPTER 8 – ROOF-CEILING CONSTRUCTION SECTION R801 – GENERAL SECTION R802 – WOOD ROOF FRAMING |
| 1351 | TABLE R802.4(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 1353 | TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 1355 | TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 1357 | TABLE R802.5.1(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 1359 | TABLE R802.5.1(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, LΔ = 180) |
| 1361 | TABLE R802.5.1(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, LΔ = 180) |
| 1363 | TABLE R802.5.1(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, LΔ = 240) |
| 1365 | TABLE R802.5.1(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, LΔ = 240) |
| 1367 | TABLE R802.5.1(7) – RAFTER SPANS FOR COMMON LUMBER 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, LΔ = 180) |
| 1369 | TABLE R802.5.1(8) – RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, LΔ = 240) |
| 1371 | TABLE R802.5.1(9) – RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS a,b,c,d,e,f,g |
| 1372 | FIGURE R802.5.1 – BRACED RAFTER CONSTRUCTION |
| 1373 | TABLE R802.11 – REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES a,b,c,e,f (Pounds per connection) SECTION R803 – ROOF SHEATHING TABLE R803.1 – MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 – STEEL ROOF FRAMING |
| 1374 | TABLE R804.2(1) – LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) – MINIIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS |
| 1375 | FIGURE R804.2(1) C-SECTION FIGURE R804.2(2) TRACK SECTION FIGURE R804.2(3) – WEB HOLES TABLE R804.2.4 – SCREW SUBSTITUTION FACTOR |
| 1376 | TABLE R804.3 – ROOF FRAMING FASTENING SCHEDULE a,b FIGURE R804.3 – STEEL ROOF CONSTRUCTION |
| 1377 | TABLE R804.3.1(1) – CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NOT ATTIC STORAGE) a,b,c 33 ksi STEEL |
| 1378 | TABLE R804.3.1(2) – CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NOT ATTIC STORAGE) a,b,c 33 ksi STEEL |
| 1379 | TABLE R804.3.1(3) – CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) a,b,c 33 ksi STEEL |
| 1380 | TABLE R804.3.1(4) – CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) a,b,c 33 ksi STEEL |
| 1381 | TABLE R804.3.1(5) – CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NOT ATTIC STORAGE) a,b 33 ksi STEEL |
| 1382 | TABLE R804.3.1(6) – CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) a,b 33 ksi STEEL |
| 1383 | TABLE R804.3.1(7) – CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) a,b 33 ksi STEEL |
| 1384 | TABLE R804.3.1(8) – CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 bl per sq ft LIVE LOAD (LIMTED ATTIC STORAGE) a,b 33 ksi STEEL |
| 1385 | FIGURE R804.3.1(1) – JOIST TO RAFTER CONNECTION TABLE R804.3.1 – NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTION a |
| 1387 | TABLE R804.3.3(1) – ALLOWABLE HORIZONTAL RAFTER SPANS a,b,c 33 ksi STEEL TABLE R804.3.3(2) – BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION |
| 1388 | TABLE R804.3.3.1 – NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTION a FIGURE R804.3.3.1 – RIDGE BOARD CONNECTION FIGURE R804.3.6 – HOLE PATCHING |
| 1389 | FIGURE R804.3.7(1) – SPLICED CEILING JOISTS FIGURE R804.3.7(2) – TRACK SPLICE |
| 1390 | FIGURE R804.3.8 – BEARING STIFFENER FIGURE R804.3.10(1) – ROOF OPENING |
| 1391 | FIGURE R804.3.10(2) – HEADER TO TRIMMER CONNECTION SECTION R805 – CEILING FINISHES SECTION R806 – ROOF VENTILATION |
| 1392 | SECTION R807 – ATTIC ACCESS SECTION R808 – INSULATION CLEARANCE |
| 1394 | CHAPTER 9 – ROOF ASSEMBLIES SECTION R901 – GENERAL SECTION R902 – ROOF CLASSIFICATION SECTION R903 – WEATHER PROTECTION SECTION R904 – MATERIALS |
| 1395 | FIGURE R903.5 – HAIL EXPOSURE MAP |
| 1396 | SECTION R905 – REQUIREMENTS FOR ROOF COVERINGS |
| 1397 | TABLE R905.2.8.2 – VALLEY LINING MATERIAL |
| 1398 | TABLE R905.3.7 – CLAY AND CONCRETE TILE ATTACHMENT |
| 1399 | TABLE R905.6.5 – SLATE SHINGLE HEADLAP TABLE R905.7.4 – WOOD SHINGLE MATERIAL REQUIREMENTS |
| 1400 | TABLE R905.7.5 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.8.5 – WOOD SHAKE MATERIAL REQUIREMENTS |
| 1401 | TABLE R905.8.6 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 1402 | TABLE R905.9.2 – BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) – METAL ROOF COVERINGS STANDARDS |
| 1403 | TABLE R905.10.3(2) – MINIMUM CORROSION RESISTANCE TABLE R905.11.2 – MODIFIED BITUMEN ROOFING MATERIAL STANDARDS SECTION R906 – ROOF INSULATION TABLE R906.2 – MATERIAL STANDARDS FOR ROOF INSULATION |
| 1404 | SECTION R907 – REROOFING |
| 1406 | CHAPTER 10 – CHIMNEYS AND FIREPLACES SECTION R1001 – MASONRY FIREPLACES |
| 1407 | TABLE R1001.1 – SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS |
| 1408 | FIGURE R1001.1 – FIREPLACE AND CHIMNEY DETAILS |
| 1409 | FIGURE R1001.11 – CLEARANCE FROM COMBUSTIBLES |
| 1410 | SECTION R1002 – MASONRY HEATERS SECTION R1003 – MASONRY CHIMNEYS |
| 1412 | TABLE R1003.14(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES a TABLE R1003.14(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 1413 | FIGURE R1003.15.2 – FLUE SIZES FOR MASONRY CHIMNEYS |
| 1414 | FIGURE R1003.18 – CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 – CRICKET DIMENSIONS SECTION R1004 – FACTORY-BUILT FIREPLACES SECTION R1005 – FACTORY-BUILT CHIMNEYS |
| 1415 | FIGURE R1003.20 – CHIMNEY CRICKET SECTION R1006 – EXTERIOR AIR SUPPLY |
| 1416 | PART IV – DELETED CHAPTER 11 – DELETED |
| 1418 | PART V – DELETED CHAPTER 12 – DELETED CHAPTER 13 – DELETED CHAPTER 14 – DELETED CHAPTER 15 – DELETED CHAPTER 16 – DELETED CHAPTER 17 – DELETED CHAPTER 18 – DELETED CHAPTER 19 – DELETED CHAPTER 20 – DELETED CHAPTER 21 – DELETED CHAPTER 22 – DELETED CHAPTER 23 – DELETED |
| 1420 | PART VI – DELETED CHAPTER 24 – DELETED |
| 1422 | PART VII – DELETED CHAPTER 25 – DELETED CHAPTER 26 – DELETED CHAPTER 27 – DELETED CHAPTER 28 – DELETED CHAPTER 29 – DELETED CHAPTER 30 – DELETED CHAPTER 31 -DELETED CHAPTER 32 – DELETED |
| 1424 | PART VIII – DELETED CHAPTER 33 – DELETED CHAPTER 34 – DELETED CHAPTER 35 – DELETED CHAPTER 36 – DELETED CHAPTER 37 -DELETED CHAPTER 38 – DELETED CHAPTER 39 – DELETED CHAPTER 40 – DELETED CHAPTER 41 – DELETED CHAPTER 42 – DELETED |
| 1426 | PART IX – REFERENCED STANDARDS CHAPTER 43 – REFERENCED STANDARDS AAMA ACI ACCA AFPA |
| 1427 | AHA AISI AITC ANSI |
| 1428 | APA ASCE |
| 1429 | ASHRAE ASME |
| 1430 | ASSE ASTM |
| 1437 | AWS AWPA AWWA CGSB |
| 1438 | CISPI CPSC CSA |
| 1439 | CSSB DASMA DOC |
| 1440 | DOTn FEMA FM GA HPVA ICC |
| 1441 | ISO MSS NAIMA NCMA NFPA |
| 1442 | NFRC NSF SAE SMACNA TMS TPI |
| 1443 | UL ULC |
| 1444 | WDMA |
| 1446 | APPENDIX A (IFGS) – DELETED APPENDIX B (IFGS) – DELETED APPENDIX C (IFGS) – DELETED APPENDIX D (IFGS) – DELETED APPENDIX E – DELETED APPENDIX F – DELETED APPENDIX G – DELETED APPENDIX H – DELETED APPENDIX I – DELETED [EB] APPENDIX J – DELETED APPENDIX K – DELETED APPENDIX L – DELETED APPENDIX M – DELETED APPENDIX N – DELETED APPENDIX O – DELETED APPENDIX P – DELETED APPENDIX Q -DELETED |
| 1448 | INDEX |
| 1462 | MORE IRC® REFERENCES FROM ICC |
| 1463 | ICC MEMBERSHIP BENEFITS |
