OR StructuralSpecialtyCode 2022 1stptg
$73.75
Oregon Structural Specialty Code, Based on the 2021 International Building Code
| Published By | Publication Date | Number of Pages |
| OR | 2022 |
This is a fully integrated custom code based on the 2021 International Building Code®. Effective date: October 1, 2022.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2022 OREGON STRUCTUAL SPECIALTY CODE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | EFFECTIVE USE OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC) |
| 16 | TABLE OF CONTENTS |
| 24 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS |
| 26 | SECTION 102 APPLICABILITY |
| 27 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL |
| 29 | SECTION 105 PERMITS |
| 30 | SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 CONSTRUCTION DOCUMENTS |
| 33 | SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES |
| 35 | SECTION 110 INSPECTIONS |
| 36 | SECTION 111 CERTIFICATE OF OCCUPANCY |
| 37 | SECTION 112 SERVICE UTILITIES SECTION 113 MEANS OF APPEALS SECTION 114 VIOLATIONS |
| 38 | SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT |
| 40 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 82 | CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATIONAND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A |
| 83 | SECTION 304 BUSINESS GROUP B |
| 84 | SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
| 85 | SECTION 307 HIGH-HAZARD GROUP H |
| 86 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 87 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 88 | TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD |
| 89 | SECTION 308 INSTITUTIONAL GROUP I |
| 91 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 92 | SECTION 311 STORAGE GROUP S |
| 93 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 94 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 98 | SECTION 403 HIGH-RISE BUILDINGS |
| 99 | TABLE 403.2.3 MINIMUM BOND STRENGTH |
| 101 | SECTION 404 ATRIUMS |
| 102 | SECTION 405 UNDERGROUND BUILDINGS |
| 103 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 105 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 110 | SECTION 407 GROUP I-2 |
| 114 | SECTION 408 GROUP I-3 |
| 116 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 117 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 119 | SECTION 411 SPECIAL AMUSEMENT AREAS |
| 120 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 122 | TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 123 | TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE |
| 124 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS |
| 126 | TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 128 | TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR CONTROL AREA INGROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA |
| 129 | TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 132 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 134 | TABLE 415.6.5 DETACHED BUILDING REQUIRED |
| 136 | TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 141 | TABLE 415.11.7.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATION |
| 144 | TABLE 415.12.2 REQUIRED SECONDARY CONTAINMENT HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE |
| 147 | TABLE 415.13.12.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE SECTION 416 APPLICATION OF FLAMMABLE FINISHES |
| 153 | SECTION 417 DRYING ROOMS |
| 154 | SECTION 418 ORGANIC COATINGS |
| 155 | SECTION 419 RESERVED SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 |
| 157 | SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACILITIES |
| 158 | SECTION 423 STORM SHELTERS SECTION 424 PLAY STRUCTURES |
| 159 | SECTION 425 HYPERBARIC FACILITIES SECTION 426 COMBUSTIBLE DUSTS,GRAIN PROCESSING AND STORAGE TABLE 426.1 EXPLOSION PROTECTION STANDARDS |
| 160 | TABLE 426.1.10.1.2 MINIMUM CONVEYING VELOCITIES |
| 161 | SECTION 427 MEDICAL GAS SYSTEMS TABLE 427.2 PERMITTED AMOUNTS FOR COMPRESSED GASES |
| 162 | SECTION 428 HIGHER EDUCATION LABORATORIES SECTION 429 STATIONARY FUEL CELL POWER SYSTEMS |
| 163 | SECTION 430 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS) |
| 164 | TABLE 430.2 ENERGY STORAGE SYSTEM (ESS) THRESHOLD QUANTITIES |
| 166 | TABLE 430.7 MAXIMUM ALLOWABLE BATTERY QUANTITIES |
| 167 | TABLE 430.8 ELECTROCHEMICAL ESS TECHNOLOGY-SPECIFIC REQUIREMENTS |
| 169 | TABLE 430.9 INDOOR ESS INSTALLATIONS TABLE 430.10 SPECIAL ESS INSTALLATIONS |
| 171 | FIGURE 430.11.6.2 ESS VEHICLE IMPACT PROTECTION |
| 172 | SECTION 431 DRY CLEANING SOLVENTS AND SYSTEMS |
| 173 | SECTION 432 FRUIT AND CROP RIPENING SECTION 433 LUMBER YARDS AND WOODWORKING FACILITIES |
| 174 | SECTION 434 INDUSTRIAL OVENS SECTION 435 HIGH-PILED COMBUSTIBLE STORAGE |
| 176 | (EQUATION 4-2) (EQUATION 4-3) (EQUATION 4-4) |
| 177 | TABLE 435.3.7 EXAMPLES OF COMMODITY CLASSIFICATION |
| 178 | TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION |
| 179 | TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION |
| 180 | TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION |
| 181 | TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION |
| 182 | TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION |
| 183 | TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION |
| 184 | FIGURE 435.3.8(1) EVALUATION OF CARTONED COMMODITIES CONTAINING GROUP A PLASTICS |
| 185 | FIGURE 435.3.8(2) EVALUATION OF EXPOSED COMMODITIES CONTAINING GROUP A PLASTICS |
| 186 | TABLE 435.5.1 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS |
| 189 | TABLE 435.13.2 REQUIRED FLUE SPACES FOR RACK STORAGE |
| 190 | SECTION 436 TIRE REBUILDING SECTION 437 COMBUSTIBLE FIBERS |
| 191 | SECTION 438 PROCESSING AND EXTRACTION FACILITIES SECTION 439 AEROSOLS TABLE 439.3 CLASSIFICATION OF AEROSOL PRODUCTS |
| 192 | TABLE 439.6.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES |
| 193 | TABLE 439.6.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES TABLE 439.6.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES |
| 194 | TABLE 439.10 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL STORAGE AREAS TABLE 439.12.1.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL DISPLAY AREAS |
| 196 | TABLE 439.12.3 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS SECTION 440 COMPRESSED GASES |
| 201 | SECTION 441 CORROSIVE MATERIALS SECTION 442 CRYOGENIC FLUIDS |
| 203 | SECTION 443 EXPLOSIVES AND FIREWORKS |
| 204 | TABLE 443.2.1(1) 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 |
| 205 | TABLE 443.2.1(2) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 |
| 206 | TABLE 443.2.1(2)—CONTINUED AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 |
| 207 | TABLE 443.2.1(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARD TABLE 443.2.1(4) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4 |
| 209 | SECTION 444 FLAMMABLE AND COMBUSTIBLE LIQUIDS |
| 210 | TABLE 444.2.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONS |
| 211 | TABLE 444.2.1—CONTINUED CLASS I ELECTRICAL EQUIPMENT LOCATIONS |
| 219 | TABLE 444.4.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA |
| 220 | TABLE 444.4.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 444.4.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES |
| 221 | TABLE 444.4.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKS |
| 222 | TABLE 444.4.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS INMETAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETS |
| 223 | TABLE 444.4.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY TABLE 444.4.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY |
| 224 | TABLE 444.4.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS 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 |
| 225 | TABLE 444.4.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS |
| 230 | SECTION 445 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS |
| 231 | SECTION 446 FLAMMABLE SOLIDS |
| 232 | SECTION 447 HIGHLY TOXIC AND TOXIC MATERIALS |
| 237 | SECTION 448 LIQUEFIED PETROLEUM GASES SECTION 449 ORGANIC PEROXIDES |
| 238 | TABLE 449.4.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS |
| 239 | TABLE 449.4.7 STORAGE OF ORGANIC PEROXIDES SECTION 450 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS |
| 240 | TABLE 450.2.2 STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS TABLE 450.3.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS |
| 241 | TABLE 450.3.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 450.3.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS SECTION 451 PYROPHORIC MATERIALS |
| 242 | SECTION 452 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 453 UNSTABLE (REACTIVE) MATERIALS |
| 243 | SECTION 454 WATER-REACTIVE SOLIDS AND LIQUIDS |
| 244 | SECTION 455 ADDITIVE MANUFACTURING (3D PRINTING) SECTION 456 STORAGE OF DISTILLED SPIRITS AND WINES |
| 245 | SECTION 457 PIERS AND WHARVES SECTION 458MAUSOLEUMS AND COLUMBARIUMS |
| 248 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES |
| 249 | SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 250 | TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE |
| 251 | TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 252 | TABLE 504.4—CONTINUED ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE SECTION 506 BUILDING AREA (Equation 5-1) |
| 253 | (Equation 5-2) (Equation 5-3) SECTION 507 UNLIMITED AREA BUILDINGS |
| 254 | TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET |
| 255 | TABLE 506.2—CONTINUED ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET |
| 256 | TABLE 506.2—CONTINUED ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET |
| 257 | TABLE 506.3.3 FRONTAGE INCREASE FACTOR TABLE 506.3.3.1 SECTION 507 BUILDINGS |
| 258 | SECTION 508 MIXED USE AND OCCUPANCY |
| 260 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) |
| 261 | SECTION 509 INCIDENTAL USES TABLE 509.1 INCIDENTAL USES |
| 262 | SECTION 510 SPECIAL PROVISIONS |
| 266 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION |
| 269 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION |
| 272 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 273 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 275 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 276 | (EQUATION 7-1) |
| 277 | (EQUATION 7-2) TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE |
| 278 | FIGURE 705.7 EQUIVALENT OPENING FACTOR |
| 279 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ONFIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 280 | SECTION 706 FIRE WALLS |
| 281 | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 283 | SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 284 | SECTION 708 FIRE PARTITIONS |
| 286 | SECTION 709 SMOKE BARRIERS SECTION 710 SMOKE PARTITIONS |
| 287 | SECTION 711 FLOOR AND ROOF ASSEMBLIES |
| 288 | SECTION 712 VERTICAL OPENINGS |
| 289 | SECTION 713 SHAFT ENCLOSURES |
| 291 | SECTION 714 PENETRATIONS |
| 294 | SECTION 715 JOINTS AND VOIDS |
| 295 | SECTION 716 OPENING PROTECTIVES |
| 296 | TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 297 | TABLE 716.1(2)—CONTINUED OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 298 | TABLE 716.1(2)—CONTINUED OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 302 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 303 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 307 | SECTION 718 CONCEALED SPACES |
| 309 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 310 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE |
| 311 | SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OFCAST-IN-PLACE OR PRECAST CONCRETE WALLS,LOAD-BEARING OR NONLOAD-BEARING (EQUATION 7-3) |
| 312 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 313 | TABLE 721.1(1)—CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 314 | TABLE 721.1(1)—CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 315 | TABLE 721.1(1)—CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 316 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 317 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 318 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 319 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 320 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 321 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 322 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 323 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 324 | TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 325 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 326 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 327 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 328 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 329 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 330 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 331 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 332 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 333 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 334 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 335 | TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 336 | (Equation 7-4) |
| 337 | FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R |
| 338 | FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALSON FIRE-EXPOSED SIDE OF WALL |
| 339 | TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (INCHES) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS (EQUATION 7-5) |
| 340 | FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FORTWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2)FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES |
| 341 | TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (INCHES) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (INCHES) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) |
| 342 | TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 722.2.3(5)MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (INCHES) |
| 343 | (EQUATION 7-6) TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (INCHES) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS |
| 344 | (EQUATION 7-7) TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (INCHES) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (INCHES) |
| 345 | TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(3) VALUES OF R TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, PL TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS |
| 346 | (EQUATION 7-8) (EQUATION 7-9) (EQUATION 7-10) (EQUATION 7-11) |
| 347 | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS (EQUATION 7-12) (EQUATION 7-13) |
| 348 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(1)—CONTINUED W/D RATIOS FOR STEEL COLUMNS |
| 349 | TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS |
| 350 | TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 351 | TABLE 722.5.1(4)—CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 352 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 353 | TABLE 722.5.1(5)—CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 354 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 355 | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETE [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETE[FIGURE 722.5.1(6)(c)] |
| 356 | TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERS [FIGURE 722.5.1 (6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERS [FIGURE 722.5.1 (6)(a)] |
| 357 | FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 358 | FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS |
| 359 | FIGURE 722.5.1(7)CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS (EQUATION 7-14) (EQUATION 7-15) |
| 360 | (EQUATION 7-16) FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS (EQUATION 7-17) |
| 361 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES |
| 362 | TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANE ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 364 | TABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL |
| 366 | CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES |
| 368 | TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY |
| 369 | SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS INTYPES I AND II CONSTRUCTION |
| 370 | SECTION 806 DECORATIVE MATERIALS AND TRIM SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 372 | CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL |
| 373 | SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 375 | [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 377 | TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS |
| 380 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 382 | SECTION 905 STANDPIPE SYSTEMS |
| 384 | SECTION 906 PORTABLE FIRE EXTINGUISHERS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 394 | [F] TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 395 | SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS |
| 397 | (EQUATION 9-1) (EQUATION 9-2) |
| 403 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 404 | SECTION 911 FIRE COMMAND CENTER |
| 406 | SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS |
| 407 | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION |
| 409 | SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE |
| 411 | SECTION 919 EXPLOSION CONTROL |
| 412 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 ALTERATIONS SECTION 1003 GENERAL MEANS OF EGRESS |
| 413 | SECTION 1004 OCCUPANT LOAD |
| 414 | TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING |
| 416 | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 417 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 418 | TABLE 1006.3.3 MINIMUM NUMBER OF EXITS ORACCESS TO EXITS PER STORY TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION |
| 419 | TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1008 MEANS OF EGRESS ILLUMINATION |
| 420 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS |
| 423 | SECTION 1010 DOORS, GATES AND TURNSTILES |
| 430 | TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC ORPOWER-OPERATED REVOLVING DOORS |
| 432 | SECTION 1011 STAIRWAYS |
| 436 | SECTION 1012 RAMPS |
| 437 | SECTION 1013 EXIT SIGNS |
| 438 | SECTION 1014 HANDRAILS |
| 439 | SECTION 1015 GUARDS |
| 441 | SECTION 1016 EXIT ACCESS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE |
| 442 | TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE |
| 443 | SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS |
| 444 | SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.3 MINIMUM CORRIDOR WIDTH |
| 445 | SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS |
| 446 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 448 | SECTION 1024 EXIT PASSAGEWAYS |
| 449 | SECTION 1025 LUMINOUS EGRESS PATH MARKINGS |
| 450 | SECTION 1026 HORIZONTAL EXITS |
| 451 | SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1028 EXIT DISCHARGE |
| 452 | SECTION 1029 EGRESS COURTS |
| 453 | SECTION 1030 ASSEMBLY |
| 454 | TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 457 | TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS |
| 459 | SECTION 1031 EMERGENCY ESCAPE AND RESCUE |
| 462 | CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE |
| 463 | SECTION 1103 SCOPING REQUIREMENTS |
| 464 | SECTION 1104 ACCESSIBLE ROUTE |
| 466 | SECTION 1105 ACCESSIBLE ENTRANCES TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOOR |
| 467 | SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.2 ACCESSIBLE PARKING SPACES |
| 468 | SECTION 1107 RESERVED SECTION 1108 DWELLING UNITS AND SLEEPING UNITS |
| 471 | TABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS |
| 473 | SECTION 1109 SPECIAL OCCUPANCIES |
| 474 | TABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES |
| 475 | TABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS TABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES |
| 476 | SECTION 1110 OTHER FEATURES AND FACILITIES |
| 479 | TABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES |
| 480 | SECTION 1111 RECREATIONAL FACILITIES SECTION 1112 SIGNAGE |
| 481 | SECTION 1113 CLUSTERED MAILBOXES |
| 482 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION |
| 483 | TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL |
| 484 | SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING |
| 485 | SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 486 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 488 | CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL |
| 490 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS |
| 491 | SECTION 1403 MATERIALS |
| 492 | SECTION 1404 INSTALLATION OF WALL COVERINGS TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 493 | TABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.3(2)b, c VAPOR RETARDER OPTIONS TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER |
| 498 | SECTION 1405 COMBUSTIBLE MATERIALS ONTHE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS |
| 499 | SECTION 1406 METAL COMPOSITE MATERIALS (MCM) SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) |
| 500 | SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 501 | SECTION 1409 PLASTIC COMPOSITE DECKING |
| 502 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS |
| 503 | TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158 |
| 504 | TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION |
| 505 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 506 | TABLE 1507.1.1(1 )UNDERLAYMENT TYPES |
| 507 | TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION |
| 508 | TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT |
| 509 | TABLE 1507.2.8.2 VALLEY LINING MATERIAL |
| 510 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 511 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 512 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 513 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 514 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 515 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS |
| 516 | TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 517 | SECTION 1508 ROOF INSULATION BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK |
| 518 | SECTION 1511 ROOFTOP STRUCTURES |
| 520 | SECTION 1512 REROOFING |
| 522 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS |
| 523 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 524 | TABLE 1604.3 DEFLECTION LIMITS |
| 525 | SECTION 1605 LOAD COMBINATIONS |
| 526 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 527 | (EQUATIONS 16-1) (EQUATIONS 16-2) (EQUATIONS 16-3) (EQUATIONS 16-4) (EQUATIONS 16-5) (EQUATIONS 16-6) SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 529 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 530 | TABLE 1607.1—CONTINUED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0,AND MINIMUM CONCENTRATED LIVE LOADS |
| 531 | TABLE 1607.1—CONTINUED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 532 | (EQUATION 16-7) |
| 533 | TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL (EQUATION 16-8) (EQUATION 16-9) |
| 534 | (EQUATION 16-10) (EQUATION 16-11) (EQUATION 16-12) (EQUATION 16-13) (EQUATION 16-14) (EQUATION 16-15) (EQUATION 16-16) |
| 536 | SECTION 1608 SNOW LOADS TABLE 7.2 GROUND SNOW LOAD ADJUSTMENT |
| 537 | TABLE 1608.3 LOCATIONS AND CRITERIA FOR SITE-SPECIFIC GROUND SNOW LOAD STUDY REQUIREMENT SECTION 1609 WIND LOADS |
| 538 | TABLE 1609.3 BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES |
| 539 | TABLE 1609.3-CONTINUED BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES FIGURE 1609.3 OREGON SPECIAL WIND REGIONS |
| 540 | TABLE 1609.3.1 WIND SPEED CONVERSIONS (EQUATION 16-18) |
| 541 | SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS (EQUATUION 16-19) |
| 542 | FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) OREGON SECTION 1612 FLOOD LOADS |
| 543 | SECTION 1613 EARTHQUAKE LOADS |
| 544 | (EQUATION 16-20) (EQUATION 16-21) (EQUATION 16-22) (EQUATION 16-23) |
| 545 | TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT F TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT F TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 549 | SECTION 1614 ATMOSPHERIC ICE LOADS |
| 550 | SECTION 1615 TSUNAMI LOADS Table 6.8-1 Tsunami Important Factorsfor Hydrodynamic and Impact Loads |
| 551 | SECTION 1616 STRUCTURAL INTEGRITY |
| 552 | FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES (EQUATION 16-24) (EQUATION 16-25) |
| 554 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS |
| 555 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 557 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 558 | TABLE 1705.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 559 | TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 560 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 561 | TABLE 1705.5.3REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 562 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 564 | TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS |
| 567 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS |
| 568 | SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 570 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 573 | SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 575 | SECTION 1806 PRESUMPTIVE LOAD-BEARINGVALUES OF SOILS |
| 576 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLSAND EMBEDDED POSTS AND POLES |
| 577 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS |
| 578 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS |
| 579 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES |
| 580 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 581 | (EQUATION 18-1) (EQUATION 18-2) (EQUATION 18-3) TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES |
| 582 | SECTION 1808 FOUNDATIONS |
| 583 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 584 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′c OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 585 | SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 586 | SECTION 1810 DEEP FOUNDATIONS |
| 589 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 591 | (EQUATION 18-4) |
| 593 | (EQUATION 18-5) |
| 598 | SECTION 1811 RADON CONTROL METHODS—PUBLIC BUILDINGS |
| 602 | SECTION 1812 RADON CONTROL METHODS—GROUP R-2 AND R-3 OCCUPANCIES |
| 603 | FIGURE 1811.3.4 GAS CONVEYANCE PIPING |
| 605 | FIGURE 1812.2(1) RADON-RESISTANT CONSTRUCTION FOR BASEMENT FOUNDATIONS |
| 606 | FIGURE 1812.2(2) RADON-RESISTANT CONSTRUCTION FOR COMBINATION BASEMENT/CRAWL SPACE FOUNDATIONS |
| 607 | FIGURE 1812.2(3) RADON-RESISTANT CONSTRUCTION FOR CRAWL SPACE FOUNDATIONS |
| 608 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMINOLOGY SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 609 | SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 611 | SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS |
| 612 | SECTION 1908 SHOTCRETE |
| 614 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS |
| 616 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 617 | SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN |
| 618 | (EQUATION 21-1) SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY |
| 619 | (EQUATION 21-2) TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 620 | SECTION 2110 GLASS UNIT MASONRY |
| 621 | SECTION 2111 MASONRY FIREPLACES |
| 622 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 623 | SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS |
| 626 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 627 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY |
| 628 | TABLE 2114.4 GROSS CROSS-SECTIONAL ARE AALLOWABLE STRESS FOR DRY-STACK MASONRY |
| 630 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEELFOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEELFOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL |
| 631 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 632 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 634 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 638 | FIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR |
| 639 | FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR |
| 640 | FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR |
| 641 | FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR |
| 642 | FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY |
| 643 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 644 | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING |
| 645 | TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS |
| 646 | TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY, FIVE-LAYER UNLESS OTHERWISE NOTED) |
| 647 | TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 649 | TABLE 2304.10.2 FASTENING SCHEDULE |
| 650 | TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE |
| 651 | TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE |
| 652 | TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE |
| 653 | TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE |
| 654 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 656 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS TABLE 2305.2(1) VALUES (INCHES) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (STRUCTURAL I) (EQUATION 23-1) (EQUATION 23-2) |
| 657 | TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN |
| 658 | TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 659 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) |
| 660 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 661 | FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) |
| 662 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY |
| 663 | TABLE 2306.3(3)ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH ANDPLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 664 | TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 666 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) |
| 667 | TABLE 2308.4.1.1(1)—CONTINUED HEADER AND GIRDER SPANS a, b FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) |
| 668 | TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS) |
| 669 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L/Δ = 360) |
| 670 | TABLE 2308.4.2.1(1)—CONTINUED FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L/Δ = 360) |
| 671 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 psf, L/Δ = 360) |
| 672 | TABLE 2308.4.2.1(2)—CONTINUED FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 psf, L/Δ = 360) |
| 673 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS |
| 674 | FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 675 | FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE |
| 676 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 677 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 678 | TABLE 2308.6.1 WALL BRACING REQUIREMENTS |
| 679 | TABLE 2308.6.3(1) BRACING METHODS |
| 680 | TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (NOT EXPOSED TO WEATHER, STRENGTH AXIS PARALLEL OR PERPENDICULAR TO STUDS EXCEPT AS INDICATED) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (NOT EXPOSED TO WEATHER, LONG DEMENSION OF THE PARALLEL OR PERPENDICULAR TO STUDS) |
| 681 | TABLE 2308.6.3(5) HARDBOARD SIDING |
| 682 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 683 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 684 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION |
| 685 | FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION |
| 686 | FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE |
| 687 | FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 689 | TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (POUNDS) |
| 690 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL |
| 691 | TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 psf, L/Δ = 240) |
| 692 | TABLE 2308.7.1(1)—CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 psf, L/Δ = 240) |
| 693 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 psf, L/Δ = 240) |
| 694 | TABLE 2308.7.1(2)—CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 psf, L/Δ = 240) |
| 695 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180) |
| 696 | TABLE 2308.7.2(1)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180) |
| 697 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240) |
| 698 | TABLE 2308.7.2(2)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240) |
| 699 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUNG SNOW LOAD = 30 PSF, CELING NOT ATTACHED TO RAFTERS, L/Δ = 180) |
| 700 | TABLE 2308.7.2(3)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUNG SNOW LOAD = 30 PSF, CELING NOT ATTACHED TO RAFTERS, L/Δ = 180) |
| 701 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CELING NOT ATTCHED TO RAFTERS, L/Δ = 180) |
| 702 | TABLE 2308.7.2(4)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CELING NOT ATTCHED TO RAFTERS, L/Δ = 180) |
| 703 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUND SNOW LOAD = 30 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240) |
| 704 | TABLE 2308.7.2(5)— CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 30 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240) |
| 705 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUND SNOW LOAD = 50 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240) |
| 706 | TABLE 2308.7.2(6)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240) TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR |
| 707 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS |
| 708 | TABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 709 | TABLE 2308.7.12—CONTINUED ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 710 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS (EQUATION 24-1) (EQUATION 24-2) (EQUATION 24-3) (EQUATION 24-4) |
| 711 | (EQUATION 24-5) (EQUATION 24-6) (EQUATION24-7) (EQUATION 24-8) (EQUATION 24-9) (EQUATION 24-10) (EQUATION 24-11) |
| 712 | (EQUATION 24-12) SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 713 | (EQUATION 24-13) (EQUATION 24-14) (EQUATION 24-15) SECTION 2406 SAFETY GLAZING |
| 714 | TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 715 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 716 | SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS |
| 718 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD ANDGYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING |
| 719 | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES |
| 720 | SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 721 | SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 722 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 723 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 726 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION |
| 729 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP |
| 730 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECTATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 731 | TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2604 INTERIOR FINISH AND TRIM |
| 732 | TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 733 | TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 734 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 735 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 736 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTINGPLASTIC SKYLIGHT GLAZING |
| 737 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER |
| 738 | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION |
| 740 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STAND BY POWER SYSTEMS |
| 741 | SECTION 2703 ELECTRICAL ROOM SIGNAGE |
| 742 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL SECTION 2802 FUEL OIL STORAGE SYSTEMS |
| 744 | TABLE 2802.8.2 MINIMUM EXHAUST RATE |
| 746 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES |
| 747 | TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (SEE SECTIONS 2902.1.1 AND 2902.2) |
| 748 | TABLE 2902.1—CONTINUED MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (SEE SECTIONS 2902.1.1 AND 2902.2) |
| 750 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES SECTION 3003 EMERGENCY OPERATIONS |
| 751 | SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS |
| 752 | SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 753 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 754 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 758 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 760 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 762 | SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS |
| 763 | SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS |
| 767 | FIGURE 3111.3.5.3(1) BRACED ROOF RAFTERS FOR PRESCRIPTIVE ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS |
| 768 | FIGURE 3111.3.5.3(2) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO RAFTERS OR TRUSSES FIGURE 3111.3.5.3(3) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO BLOCKINGS |
| 769 | SECTION 3112 GREENHOUSES SECTION 3113 TEMPORARY SPECIAL EVENT STRUCTURES |
| 770 | SECTION 3114 INTERMODAL SHIPPING CONTAINERS |
| 773 | TABLE 3114.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING FIGURE 3114.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH |
| 774 | FIGURE 3114.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH FIGURE 3114.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS |
| 775 | FIGURE 3114.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS |
| 776 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY |
| 778 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 RESERVED SECTION 3306 RESERVED SECTION 3307 PROTECTION OF ADJOINING PROPERTY |
| 779 | SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON |
| 780 | CHAPTER 34 EXISTING BUILDINGS SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 PROVISIONS FOR ALL COMPLIANCE METHODS |
| 782 | TABLE 3403.4.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES |
| 783 | TABLE 3403.4.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES |
| 788 | SECTION 3404 REPAIRS |
| 789 | SECTION 3405 PRESCRIPTIVE COMPLIANCE METHOD |
| 794 | SECTION 3406 CLASSIFICATION OF WORK SECTION 3407 ALTERATIONS—LEVEL 1 |
| 795 | SECTION 3408 ALTERATIONS—LEVEL 2 |
| 800 | TABLE 3408.4.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES |
| 801 | TABLE 3408.4.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES |
| 804 | SECTION 3409 ALTERATIONS—LEVEL 3 |
| 806 | SECTION 3410 CHANGE OF OCCUPANCY |
| 808 | TABLE 3410.11.5 MEANS OF EGRESS HAZARD CATEGORIES |
| 809 | TABLE 3410.11.6 HEIGHTS AND AREAS HAZARD CATEGORIES TABLE 3410.11.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES |
| 810 | SECTION 3411 ADDITIONS |
| 811 | SECTION 3412 HISTORIC BUILDINGS |
| 814 | SECTION 3413 PERFORMANCE COMPLIANCE METHODS |
| 815 | (EQUATION 34-1) (EQUATION 34-2) (EQUATION 34-3) |
| 816 | (EQUATION 34-4) (EQUATION 34-5) TABLE 3413.1.6.3 COMPARTMENTATION VALUES TABLE 3413.1.6.4 SEPARATION VALUES |
| 817 | TABLE 3413.1.6.5 CORRIDOR WALL VALUES TABLE 3413.1.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 3413.1.6.6(2) CONSTRUCTION-TYPE FACTOR (EQUATION 34-6) |
| 818 | TABLE 3413.1.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 3413.1.6.9 FIRE ALARM SYSTEM VALUES TABLE 3413.1.6.10 SMOKE CONTROL VALUES |
| 819 | TABLE 3413.1.6.11 MEANS OF EGRESS VALUES TABLE 3413.1.6.12 DEAD-END VALUES |
| 820 | (EQUATION 34-7) TABLE 3413.1.6.14 ELEVATOR CONTROL VALUES TABLE 3413.1.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES |
| 821 | TABLE 3413.1.6.16 MIXED OCCUPANCY VALUES TABLE 3413.1.6.17 SPRINKLER SYSTEM VALUES TABLE 3413.1.6.18 STANDPIPE SYSTEM VALUES |
| 822 | TABLE 3413.1.6.19 INCIDENTAL USE AREA VALUES TABLE 3413.1.6.20 SMOKE COMPARTMENTATION VALUES TABLE 3413.1.6.21.1 CARE RECIPIENT ABILITY VALUES TABLE 3413.1.6.21.2 CARE RECIPIENT CONCENTRATION VALUES |
| 823 | TABLE 3413.1.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES TABLE 3413.1.8 MANDATORY SAFETY SCORES SECTION 3414 RELOCATED OR MOVED BUILDINGS SECTION 3415 CONSTRUCTION SAFEGUARDS |
| 824 | TABLE 3413.1.7 SUMMARY SHEET—BUILDING CODE |
| 825 | TABLE 3413.1.9EVALUATION FORMULAS |
| 826 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI AISC |
| 827 | AISI ANSI |
| 828 | APA |
| 829 | ASABE ASCE/SEI |
| 830 | ASHRAE ASME ASSP ASTM |
| 842 | AWC AWCI AWPA |
| 843 | AWS BHMA CEN CGA CPA |
| 844 | CPSC CSA CSSB DASMA DHA |
| 845 | DOC DOL DOTn DOTy EN |
| 846 | FM GA ICC |
| 847 | ISO MHI NAAMM NCMA NFPA |
| 851 | PCI PTI RMI SBCA SDI |
| 852 | SJI SPRI SRCC TIA TMS |
| 853 | TPI UL |
| 856 | ULC WCLIB WDMA WRI |
| 858 | APPENDIX A EMPLOYEE QUALIFICATIONS |
| 860 | APPENDIX B BOARD OF APPEALS |
| 862 | APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS |
| 864 | APPENDIX D FIRE DISTRICTS |
| 866 | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS |
| 868 | APPENDIX F RODENTPROOFING SECTION F101 GENERAL |
| 870 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION |
| 872 | APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION |
| 873 | SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS |
| 874 | SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS |
| 875 | SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE H115.1(2) THICKNESS OF PROJECTION SIGN SECTION H116 REFERENCED STANDARDS TABLE H116.1 REFERENCED STANDARDS |
| 876 | APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 878 | APPENDIX J GRADING |
| 880 | APPENDIX K ADMINISTRATIVE PROVISIONS |
| 882 | APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION |
| 884 | APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS |
| 886 | APPENDIX N REPLICABLE BUILDINGS |
| 888 | APPENDIX O PERFORMANCE-BASED APPLICATION SECTION O101 GENERAL |
| 890 | INDEX |
| 930 | RESOURCE A RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI) |
| 932 | RECOMMENDED PRACTICES FOR REMOTE VIRTUAL |
| 933 | COPYRIGHT |
| 934 | TABLE OF CONTENTS |
| 936 | PREFACE |
| 937 | ABOUT THE INTERNATIONAL CODE COUNCIL® |
| 938 | 1.0 INTRODUCTION PURPOSE AND SCOPE 2.0 DEFINITIONS AND ACRONYMS 3.0 REMOTE VIRTUAL INSPECTION PROCESS |
| 939 | CUSTOMER: REQUESTING A REMOTE VIRTUAL INSPECTION |
| 940 | AHJ: SCHEDULING REMOTE VIRTUAL INSPECTION |
| 941 | CUSTOMER: PREPARE FOR REMOTE VIRTUAL INSPECTION CUSTOMER: PREPARE TO RECEIVE REMOTE VIRTUAL INSPECTION CALL |
| 942 | WHAT TO EXPECT DURING THE INSPECTION INSPECTION RESULTS |
| 943 | MAINTAINING RECORDS OF INSPECTIONS 4.0 TRAINING AND COMMUNICATION STAFF TRAINING |
| 944 | CUSTOMER/APPLICANT ADDITIONAL CONSIDERATIONS |
| 945 | 5.0 APPENDIX A (EXAMPLES OF POTENTIAL ACTIVITIES) |
| 948 | ICC DIGITAL CODES LIBRARY |
| 950 | ICC ADDITIONAL CODE RESOURCES FROM ICC |
| 951 | ICC TRAINING |
| 952 | ICC ASSESSMENT CENTER |
| 953 | ICC DIGITAL CODES PREMIUM |
