ICC IBC Commentary BothVolumes 2012
$157.08
IBC Code and Commentary Combo, Vol. 1 & 2
| Published By | Publication Date | Number of Pages |
| ICC | 2012 | 1928 |
This bundle includes both Volume 1 and Volume 2 of the 2012 International Building Code Commentary. Volume 1 contains chapters 1 through 15 (administrative and fire & life safety provisions) and Volume 2 contains chapters 16 through 35 (includes structural provisions) and the appendices. This comprehensive yet concise publication provides a convenient reference for regulations of the 2012 International Building Code
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2012 INTERNATIONAL BUILDING CODE AND COMMENTARY VOLUME I |
| 2 | 2012 IBC CODE AND COMMENTARY VOLUME 1 TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 8 | CHAPTER 1: SCOPE AND ADMINISTRATION PART 1 SCOPE AND APPLICATION |
| 9 | SECTION 101 GENERAL |
| 11 | SECTION 102 APPLICABILITY |
| 12 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL |
| 16 | SECTION 105 PERMITS |
| 19 | SECTION 106 FLOOR AND ROOF DESIGN LOADS |
| 20 | SECTION 107 SUBMITTAL DOCUMENTS |
| 23 | SECTION 108 TEMPORARY STRUCTURES AND USES |
| 24 | SECTION 109 FEES |
| 25 | SECTION 110 INSPECTIONS |
| 27 | SECTION 111 CERTIFICATE OF OCCUPANCY |
| 28 | SECTION 112 SERVICE UTILITIES |
| 29 | SECTION 113 BOARD OF APPEALS |
| 30 | SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER |
| 31 | SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT BIBLIOGRAPHY |
| 34 | CHAPTER 2: DEFINITIONS SECTION 201 GENERAL |
| 35 | SECTION 202 DEFINITIONS |
| 38 | FIGURE 202.1(1) AISLES AND AISLE ACCESSWAYS |
| 39 | FIGURE 202.1(2) ANCHOR BOLTS FIGURE 202.1(3) MASONRY/FLOOR ANCHOR BOLT CONNECTOR |
| 40 | FIGURE 202.1(4) COVERED MALL BUILDING |
| 41 | FIGURE 202.1(5) EXAMPLE OF ANNULAR SPACE |
| 42 | FIGURE 202.1(7) BUILDING AREA—PROJECTED FIGURE 202.1(6) GROSS CROSS-SECTIONAL AREA FOR SINGLE WYTHE WALL UNDER LOAD |
| 46 | FIGURE 202.2(1) STORY ABOVE GRADE |
| 47 | FIGURE 202.2(2) MASONRY CONSTRUCTION TERMS |
| 48 | FIGURE 202.2(3) GROUP R-2—BOARDING HOUSE (OCCUPANTS PRIMARILY NONTRANSIENT) |
| 62 | FIGURE 202.4(1) SPECIFIED AND NOMINAL DIMENSIONS FOR NOMINAL 8 × 8 × 16 CONCRETE MASONRY UNITS FIGURE 202.4(2) BALANCED DOOR |
| 63 | FIGURE 202.4(3) GROUP R-2—DORMITORY FIGURE 202.4(4) EXAMPLE OF DRAFTSTOPPING |
| 64 | FIGURE 202.4(5) EXAMPLE OF DRAFTSTOPPING |
| 67 | FIGURE 202.5(1) EXIT |
| 68 | FIGURE 202.5(2) EXIT ACCESS FIGURE 202.5(3) EXIT DISCHARGE |
| 69 | FIGURE 202.5(4) EXIT DISCHARGE, LEVEL OF |
| 70 | FIGURE 202.5(5) EXIT HORIZONTAL |
| 74 | FIGURE 202.6(1) EXAMPLE OF FIRE BARRIER |
| 76 | FIGURE 202.6(2) EXAMPLES OF FIRE-RESISTANT JOINT SYSTEMS |
| 77 | FIGURE 202.6(3) FIRE SEPARATION DISTANCE MEASURED TO AN INTERIOR LOT LINE FIGURE 202.6(4) FIRE SEPARATION DISTANCE MEASURED TO AN INTERIOR LOT LINE |
| 78 | FIGURE 202.6(5) FIRE SEPARATION DISTANCE MEASURED TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT |
| 84 | FIGURE 202.7(1) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE SLOPES UNIFORMLY ALONG THE ENTIRE LENGTH OF THE EXTERIOR WALLS |
| 85 | FIGURE 202.7(2) DETERMINATION OF GRADE PLANE ELEVATIONS WHERE GRADE AND EXTERIOR WALLS ARE IRREGULAR FIGURE 202.7(3) DETERMINATION OF GRADE PLANE WHERE GRADE SLOPES AWAY FROM THE EXTERIOR WALL |
| 86 | FIGURE 202.7(4) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE DOES NOT SLOPE UNIFORMLY ALONG THE LENGTH OF THE EXTERIOR WALLS |
| 89 | FIGURE 202.8(1) BUILDING HEIGHT |
| 90 | FIGURE 202.8(2) HIGH-RISE BUILDING |
| 91 | FIGURE 202.8(3) EXAMPLES OF HORIZONTAL ASSEMBLIES |
| 101 | FIGURE 202.13(1) EXAMPLES OF SINGLE MEMBRANE PENETRATION |
| 113 | FIGURE 202.18(1) RUNNING BOND MASONRY |
| 118 | FIGURE 202.19(1) SMOKE BARRIER |
| 128 | FIGURE 202.20(1) EXAMPLES OF THROUGH-PENETRATION FIRESTOP SYSTEMS |
| 137 | BIBLIOGRAPHY |
| 140 | CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION |
| 141 | SECTION 301 GENERAL SECTION 302 CLASSIFICATION |
| 142 | FIGURE 302.1 GROUP CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
| 143 | FIGURE 303.1.2(1) ACCESSORY ASSEMBLY USE LIMITED BY OCCUPANT LOAD FIGURE 303.1.2(2) ACCESSORY ASSEMBLY USE GREATER THAN 10% OF FLOOR AREA BUT LESS THAN 750 SQ. FT. |
| 144 | FIGURE 303.2(1) GROUP A-1 |
| 145 | FIGURE 303.2(2) GROUP A-1 FIGURE 303.3 GROUP A-2 |
| 147 | SECTION 304 BUSINESS GROUP B |
| 148 | SECTION 305 EDUCATIONAL GROUP E |
| 149 | SECTION 306 FACTORY GROUP F |
| 151 | SECTION 307 HIGH-HAZARD GROUP H |
| 156 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 157 | TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 158 | TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD |
| 161 | SECTION 308 INSTITUTIONAL GROUP I |
| 163 | FIGURE 308.4(1) GROUP I-2—HOSPITAL FIGURE 308.4(2) GROUP I-2—NURSING HOME |
| 164 | FIGURE 308.5 GROUP I-3—OCCUPANCY CONDITIONS |
| 165 | FIGURE 308.5.1 CONDITION 1 |
| 166 | FIGURE 308.5.2 CONDITION 2 FIGURE 308.5.3 CONDITION 3 |
| 167 | FIGURE 308.5.4 CONDITION 4 |
| 168 | FIGURE 308.5.5 CONDITION 5 |
| 169 | SECTION 309 MERCANTILE GROUP M |
| 170 | FIGURE 309.1(1) GROUP M—DEPARTMENT STORE FIGURE 309.1(2) GROUP M—SELF-SERVICE GAS STATION(NO CAR REPAIR IS DONE) |
| 171 | SECTION 310 RESIDENTIAL GROUP R |
| 172 | FIGURE 310.3 GROUP R-1—HOTEL |
| 173 | FIGURE 310.4(1) GROUP R-2—APARTMENTS (OCCUPANTS PRIMARILY NONTRANSIENT) |
| 174 | FIGURE 310.4(2) GROUP R-2—DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) |
| 175 | FIGURE 310.5(1) GROUP R-3—MIXED OCCUPANCY BUILDING |
| 176 | FIGURE 310.5(2) GROUP R-3—MIXED OCCUPANCY BUILDING SECTION 311 STORAGE GROUP S |
| 177 | FIGURE 311.2 GROUP S-1—REPAIR GARAGES |
| 178 | FIGURE 311.3 GROUP S-2—ENCLOSED PARKING GARAGE |
| 179 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U BIBLIOGRAPHY |
| 182 | CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 183 | FIGURE 402.1 COVERED MALL BUILDING |
| 185 | FIGURE 402.1.2 OPEN MALL PERIMETER |
| 187 | FIGURE 402.4 TENANT SPACE AND ANCHOR BUILDING SEPARATIONS |
| 189 | FIGURE 402.4.3 MINIMUM WIDTH OF OPEN MALL |
| 192 | FIGURE 402.6.4 STOREFRONT SIGNAGE WITH PLASTIC SIGNS |
| 194 | FIGURE 402.8 MEANS OF EGRESS |
| 195 | EQUATION 4-1 FIGURE 402.8.1.1 COVERED MALL MINIMUM WIDTH |
| 198 | SECTION 403 HIGH-RISE BUILDINGS |
| 199 | FIGURE 403.1(1) HIGH-RISE BUILDING |
| 200 | FIGURE 403.1(2) HIGH-RISE BUILDINGS—STACK EFFECT |
| 201 | FIGURE 403.1(3) HIGH-RISE BUILDINGS—EVACUATION TIMES |
| 203 | TABLE 403.2.4 MINIMUM BOND STRENGTH |
| 208 | FIGURE 403.5.1 HIGH-RISE BUILDINGS: REMOTENESS OF EXIT STAIRWAYS |
| 211 | FIGURE403.6.1 HIGH-RISE BUILDINGS: FIRE SERVICE ACCESS ELEVATORS |
| 212 | SECTION 404 ATRIUMS |
| 215 | FIGURE 404.6(1) ENCLOSURE OF ATRIUMS (EXCEPTION 1) FIGURE 404.6(2) ENCLOSURE OF ATRIUMS (EXCEPTION 3) |
| 216 | SECTION 405 UNDERGROUND BUILDINGS |
| 217 | FIGURE 405.1 EXAMPLES OF UNDERGROUND BUILDINGS |
| 219 | FIGURE 405.4 EXAMPLE OF COMPARTMENTATION, ELEVATOR PROTECTION AND EGRESS OF AN UNDERGROUND BUILDING |
| 220 | FIGURE 405.4.1 EXAMPLE OF HORIZONTAL COMPARTMENTATION |
| 222 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 228 | FIGURE 406.5.2 TWO-STORY OPEN PARKING GARAGE |
| 229 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 233 | SECTION 407 GROUP I-2 |
| 235 | FIGURE 407.2.1 GROUP I-2: WAITING ROOMS AND SIMILAR AREAS FIGURE 407.2.2 GROUP I-2: CARE PROVIDERS’ STATION |
| 237 | FIGURE 407.3 GROUP I-2: CORRIDOR WALLS |
| 238 | FIGURE 407.4.3 GROUP I-2 EXAMPLE OF SUITE |
| 239 | FIGURE 407.4.3.5.3 MEANS OF EGRESS TRAVEL IN SUITES WITH GROUP I-2 PATIENT SLEEPING ROOMS |
| 241 | FIGURE 407.5 GROUP I-2: SMOKE BARRIER |
| 242 | FIGURE 407.5.2(1) ACCEPTABLE EGRESS ARRANGEMENT |
| 243 | FIGURE 407.5.2(2) UNACCEPTABLE EGRESS ARRANGEMENT |
| 244 | SECTION 408 GROUP I-3 |
| 245 | FIGURE 408.1 GROUP I-3: OCCUPANCY CONDITIONS |
| 249 | FIGURE 408.4.1 GROUP I-3: MANUAL RELEASE |
| 250 | FIGURE 408.5(1) GROUP I-3: VERTICAL OPENINGS |
| 251 | FIGURE 408.5(2) GROUP I-3: VERTICAL OPENINGS |
| 252 | FIGURE 408.6.1 GROUP I-3: SMOKE COMPARTMENTS |
| 253 | FIGURE 408.6.2 GROUP I-3: REFUGE AREA |
| 254 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 256 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 262 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS |
| 264 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES |
| 265 | TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 269 | TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 272 | SECTION 413 COMBUSTIBLE STORAGE |
| 273 | SECTION 414 HAZARDOUS MATERIALS |
| 274 | FIGURE 414.2 CONTROL AREAS |
| 275 | TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 276 | FIGURE 414.2.2 CONTROL AREAS |
| 278 | TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS |
| 279 | TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA |
| 281 | TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 284 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 286 | TABLE 415.5.2 DETACHED BUILDING REQUIRED |
| 293 | TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 297 | FIGURE 415.10.2 ALLOWABLE HPM CORRIDOR ARRANGEMENTS |
| 304 | FIGURE 415.10.11.1 CROSS-SECTIONAL DIAMETERS OF VARIOUS-SHAPED DUCTS |
| 305 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES |
| 306 | SECTION 417 DRYING ROOMS |
| 307 | SECTION 418 ORGANIC COATINGS |
| 308 | SECTION 419 LIVE/WORK UNITS |
| 311 | SECTION 420 GROUPS I-1, R-1, R-2, R-3 SECTION 421 HYDROGEN CUTOFF ROOMS |
| 314 | SECTION 422 AMBULATORY CARE FACIILITIES |
| 315 | SECTION 423 STORM SHELTERS |
| 316 | SECTION 424 CHILDREN’S PLAY STRUCTURES |
| 317 | BIBLIOGRAPHY |
| 320 | CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS |
| 321 | SECTION 501 GENERAL SECTION 502 DEFINITIONS |
| 322 | SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS FIGURE 503.1 MINIMUM CONSTRUCTION TYPE IN ACCORDANCE WITH TABLE 503 |
| 324 | TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS |
| 325 | TABLE 503—continued ALLOWABLE BUILDING HEIGHTS AND AREAS |
| 326 | FIGURE 503.1.2 (1) BUILDINGS ON SAME LOT |
| 327 | FIGURE 503.1.2(2) TWO BUILDINGS ON SAME LOT CREATED BY FIRE WALL SECTION 504 BUILDING HEIGHT |
| 329 | SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 332 | SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 |
| 333 | EQUATION 5-2 |
| 334 | FIGURE 506.2(1) FRONTAGE INCREASE—FIRE WALL FIGURE 506.2(2) FRONTAGE INCREASE EQUATION 5-3 |
| 335 | FIGURE 506.2.1(1) FRONTAGE INCREASE—THREE SIDES FIGURE 506.2.1(2) FRONTAGE INCREASE—FOUR SIDES |
| 336 | FIGURE 506.2.2(1) ACCESS TO OPEN SPACE FIGURE 506.2.2(2) ACCESS TO OPEN SPACE |
| 341 | SECTION 507 UNLIMITED AREA BUILDINGS |
| 342 | FIGURE 507.1 REQUIRED SEPARATION FOR UNLIMITED AREA BUILDINGS |
| 346 | FIGURE 507.8.1.1 USE GROUP H-2 NOT LOCATED AT THE PERIMETER OF AN UNLIMITED AREA BUILDING |
| 347 | FIGURE 507.8.2(1) GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING FIGURE 507.8.2(2) GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING |
| 349 | SECTION 508 MIXED USE AND OCCUPANCY |
| 350 | FIGURE 508.2.1(1) ACCESSORY USES LIMITED BY FLOOR AREA FIGURE 508.2.1(2) ACCESSORY USES LIMITED BY TABULAR AREA |
| 352 | FIGURE 508.3 NONSEPARATED USES |
| 357 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) |
| 358 | FIGURE 508.4(1) SEPARATED OCCUPANCIES—EXAMPLE 1 |
| 359 | FIGURE 508.4(2) SEPARATED OCCUPANCIES—EXAMPLE 1: LOCATION ON STORIES |
| 360 | FIGURE 508.4(3) SEPARATED OCCUPANCIES—EXAMPLE 2 |
| 361 | FIGURE 508.4(4) SEPARATED OCCUPANCIES—EXAMPLE 3 |
| 362 | SECTION 509 INCIDENTAL USES |
| 363 | TABLE 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS |
| 365 | FIGURE 510.2 HORIZONTAL BUILDING SEPARATION |
| 367 | FIGURE 510.4 EXAMPLE R-1 OVER ENCLOSED PARKING |
| 368 | FIGURE 510.5 EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE |
| 369 | FIGURE 510.6 EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE |
| 370 | FIGURE 510.7 OPEN PARKING BELOW OTHER GROUPS |
| 372 | FIGURE 510.8 EXAMPLES S-2 PARKING OVER GROUP B AND M OCCUPANCIES FIGURE 510.9 MULTIPLE SEPARATE BUILDINGS BIBLIOGRAPHY |
| 374 | CHAPTER 6: TYPES OF CONSTRUCTION SECTION 601 GENERAL |
| 375 | TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) |
| 377 | FIGURE 601(1) PROTECTION OF SECONDARY MEMBERS FIGURE 601(2) PROTECTION OF ROOF CONSTRUCTION |
| 378 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE |
| 379 | FIGURE 602(1) DETERMINING FIRE SEPARATION DISTANCE FIGURE 602(2) DETERMINING FIRE SEPARATION DISTANCE FOR MULTISTORY BUILDINGS |
| 380 | SECTION 602 CONSTRUCTION CLASSIFICATION |
| 381 | FIGURE 602.2 EXAMPLES OF TYPE I AND II CONSTRUCTION |
| 382 | FIGURE 602.3 EXAMPLE OF TYPE III CONSTRUCTION TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES |
| 383 | FIGURE 602.4.1(1) HEAVY TIMBER—FLOOR BEAM AND COLUMN FRAMING |
| 384 | FIGURE 602.4.1(2) COLUMN/FLOOR BEAM CONNECTIONS |
| 385 | FIGURE 602.4.3(1) SPACED MEMBERS WITH COVER PLATE FIGURE 602.4.3(2) SOLID BLOCKING OF SPACED MEMBERS |
| 386 | FIGURE 602.4.4(1) CONCEALED SPACES |
| 387 | FIGURE 602.4.4(2) HEAVY TIMBER FLOORING |
| 388 | FIGURE 602.5 EXAMPLE OF TYPE V CONSTRUCTION SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION |
| 390 | BIBLIOGRAPHY |
| 392 | CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL |
| 393 | SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 394 | FIGURE 703.2 STANDARD TIME-TEMPERATURE CURVE |
| 399 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 400 | FIGURE 704.2 COLUMN PROTECTION FIGURE 704.3 INDIVIDUAL FIRE PROTECTION METHOD |
| 401 | FIGURE 704.4 MEMBRANE FIRE PROTECTION METHOD |
| 404 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 406 | FIGURE 705.2 PROJECTIONS FROM EXTERIOR WALLS |
| 408 | FIGURE 705.6 TYPE IIB AND VB EXTERIOR FIRE-RESISTANCE-RATED WALL CONTINUITY AND STRUCTURAL STABILITY EQUATION 7-1 |
| 409 | FIGURE 705.7 EQUIVALENT OPENING FACTOR EXAMPLE 705.7 ELEVATION OF EXTERIOR WALL |
| 411 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 412 | FIGURE 705.8.1 EXAMPLES OF PERMITTED UNLIMITED OPENING AREA IN THE FIRST STORY EQUATION 7-2 |
| 413 | FIGURE 705.8.5(1) EXTERIOR WALL VERTICAL FLAME BARRIER |
| 414 | FIGURE 705.8.5(2) EXTERIOR WALL HORIZONTAL FLAME BARRIER |
| 415 | FIGURE 705.8.6 VERTICAL FIRE EXPOSURE OF ADJACENT BUILDING |
| 417 | SECTION 706 FIRE WALLS |
| 418 | FIGURE 705.11.1(1) PARAPET WALL EXTENSION WITH SLOPING 100% NONSPRINKLERED BUILDING FIGURE 705.11.1(2) PARAPET WALL EXTENSION WITH SLOPING ROOF SPRINKLERED BUILDING |
| 419 | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 420 | FIGURE 706.2(1) DETAILS OF MASONRY FIRE WALL FOR STABILITY |
| 421 | FIGURE 706.2(2) DETAILS OF GYPSUM BOARD AREA SEPARATION WALLS (FIREWALL) |
| 422 | FIGURE 706.4(1) RELATIONSHIP BETWEENFUEL LOAD AND FIRE ENDURANCE FIGURE 706.4(2) OCCUPANCIES—FUEL LOAD—FIRE SEVERITY |
| 424 | FIGURE 706.5.1(1) EXAMPLE OF METHOD 1 |
| 425 | FIGURE 706.5.1(2) EXAMPLE OF METHOD 2 |
| 426 | FIGURE 706.5.1(3) EXAMPLE OF METHOD 2 |
| 427 | FIGURE 706.6 GENERIC FIRE WALL EXAMPLE |
| 428 | FIGURE 706.6.1(1) FIRE WALLS—STEPPED BUILDINGS |
| 429 | FIGURE 706.6.1(2) FIRE WALLS—STEPPED BUILDINGS FIGURE 706.6.1(3) FIRE WALLS—EXTENSION EXCEPTION |
| 430 | FIGURE 706.6.2 FIRE WALL EXTENSION AT SLOPING ROOF > 2:12 |
| 431 | SECTION 707 FIRE BARRIERS |
| 432 | TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 433 | FIGURE 707.5 CONTINUITY OF FIRE BARRIERS |
| 436 | SECTION 708 FIRE PARTITIONS |
| 437 | FIGURE 708.4(1) CONTINUITY OF FIRE PARTITIONS |
| 438 | FIGURE 708.4 (2)(A) FIRE PARTITION CONTINUITY |
| 439 | FIGURE 708.4(2)(B) FIRE PARTITION CONTINUITY |
| 440 | FIGURE 708.4(2)(C) FIRE PARTITION CONTINUITY |
| 441 | SECTION 709 SMOKE BARRIERS |
| 443 | FIGURE 709.5 ACCEPTABLE MEETING EDGES OF DOUBLE MEANS OF EGRESS DOORS SECTION 710 SMOKE PARTITIONS |
| 445 | SECTION 711 HORIZONTAL ASSEMBLIES |
| 446 | FIGURE 711.3.1 CEILING PANELS USED IN FIRE-RESISTANCE-RATED ASSEMBLIES |
| 447 | FIGURE 711.3.3(1) UNUSABLE SPACE ABOVE A FIRE-RESISTANCE-RATED ASSEMBLY |
| 448 | FIGURE 711.3.3(2) UNUSABLE SPACE BELOW A FIRE-RESISTANCE-RATED ASSEMBLY FIGURE 711.4(1) CONTINUITY OF FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY |
| 449 | FIGURE 711.4(2) PIPE PENETRATION OF FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY |
| 450 | SECTION 712 VERTICAL OPENINGS |
| 451 | FIGURE 712.1.3.1 SHAFT ENCLOSURE—DRAFT CURTAIN EXCEPTION |
| 452 | FIGURE 712.1.3.2 SHAFT ENCLOSURE—SHUTTERS EXCEPTION |
| 453 | FIGURE 712.1.8 TWO-STORY SHAFT ENCLOSURE EXCEPTION |
| 454 | SECTION 713 SHAFT ENCLOSURES |
| 455 | FIGURE 713.4 VERTICAL SHAFTS—FIRE-RESISTANCE RATING |
| 456 | FIGURE 713.7 PROTECTED OPENING IN SHAFT ENCLOSURE |
| 457 | FIGURE 713.11(1) VERTICAL SHAFTS—BOTTOM ENCLOSURES METHOD 1 FIGURE 713.11(2) VERTICAL SHAFTS—BOTTOM ENCLOSURE ROOM METHOD 2 FIGURE 713.11(2) VERTICAL SHAFTS—BOTTOM ENCLOSURE ROOM METHOD 2 |
| 458 | FIGURE 713.11(3) VERTICAL SHAFTS—BOTTOM ENCLOSURE ROOM METHOD 2—EXCEPTION 1 FIGURE 713.11(4) VERTICAL SHAFTS—BOTTOM ENCLOSURE WITH SPRINKLERS—METHOD 2—EXCEPTION 1 |
| 459 | FIGURE 713.11(5) VERTICAL SHAFTS—BOTTOM ENCLOSURE EXCEPTION 3 |
| 460 | FIGURE 713.12 VERTICAL SHAFTS—TOP ENCLOSURE AT FLOOR |
| 461 | FIGURE 713.13.3 REFUSE CHUTE (FIRE BARRIER OPTION) |
| 464 | SECTION 714 PENETRATIONS |
| 466 | FIGURE 714.3.1(1) VERTICAL SHAFTS—COMBUSTIBLE PENETRATIONS FIGURE 714.3.1(2) COMBUSTIBLE PIPE PENETRATION OF FIRE-RESISTANCE-RATED WALL |
| 467 | FIGURE 714.3.1(3) EXAMPLES OF ANNULAR SPACE PROTECTION |
| 470 | FIGURE 714.3.2(1) OUTLET BOXES IN RATED ASSEMBLIES |
| 471 | FIGURE 714.3.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION |
| 472 | FIGURE 714.4.1(1) NONCOMBUSTIBLE PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY |
| 473 | FIGURE 714.4.1(2) EXAMPLES OF ANNULAR SPACE PROTECTION WITH SLEEVES |
| 474 | FIGURE 714.4.1.1.2 EXAMPLE OF CABLING THROUGH-PENETRATION FIRESTOP SYSTEM |
| 475 | FIGURE 714.4.1.2(1) PROTECTION OF PENETRATIONS THROUGH CEILING MEMBRANE OF FIRE-RESISTANCE-RATED ASSEMBLY FIGURE 714.4.1.2(2) NONCOMBUSTIBLE PIPE PENETRATIONS OF CEILING MEMBRANE OF AFIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY |
| 478 | FIGURE 714.4.2.1 NONCOMBUSTIBLE PIPE PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES SECTION 715 FIRE-RESISTANT JOINT SYSTEMS |
| 479 | FIGURE 715.1 EXAMPLES OF JOINT LOCATIONS |
| 482 | FIGURE 715.4 EXTERIOR CURTAIN WALL/FLOOR INTERSECTION |
| 483 | SECTION 716 OPENING PROTECTIVES TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES |
| 484 | FIGURE 716.3(1) FIRE-RATED GLAZING LOCATIONS TABLE 716.3(1) MARKINGS OF FIRE RATED GLAZING |
| 487 | TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 488 | TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 493 | TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 495 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 498 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 500 | FIGURE 717.5 FIRE DAMPERS IN RATED WALL |
| 502 | FIGURE 717.5.3.1(1) FIRE DAMPERS—EXCEPTION 1 FIGURE 717.5.3.1(2) FIRE DAMPERS—EXCEPTION 1.4 |
| 504 | FIGURE 717.5.4(1) FIRE DAMPERS—EXCEPTION 1 FIGURE 717.5.4(2) FIRE DAMPERS—EXCEPTION 2 |
| 506 | FIGURE 717.6.1(1) AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY FIGURE 717.6.1(2) AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED ROOF ASSEMBLY |
| 508 | FIGURE 717.6.3(1) DUCT PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES |
| 509 | FIGURE 717.6.3(2) FIRE DAMPERS IN DUCTS PENETRATING NONFIRE-RESISTANCE-RATED ASSEMBLIES SECTION 718 CONCEALED SPACES |
| 511 | FIGURE 718.2.3(1) FIREBLOCKING—SOFFITS |
| 512 | FIGURE 718.2.3(2) FIREBLOCKING—DROP CEILINGS FIGURE 718.2.3(3) FIREBLOCKING—COVE CEILING |
| 513 | FIGURE 718.2.4 FIREBLOCKING—STAIRS |
| 514 | FIGURE 718.2.7 FIREBLOCKING—CONCEALED FLOOR SPACES |
| 515 | FIGURE 718.3.2 DRAFTSTOPPING—GROUPS R-1, R-2, R-3 AND R-4 AT TENANT AND DWELLING UNIT SEPARATIONS |
| 516 | FIGURE 718.3.3 DRAFTSTOPPING—CONCEALED FLOOR SPACES, OTHER GROUP |
| 517 | FIGURE 718.4.2(1) DRAFTSTOPPING AT TENANT AND DWELLING UNIT SEPARATIONS |
| 518 | FIGURE 718.4.2(2) DRAFTSTOPPING IN LINE WITH TENANT AND DWELLING UNIT SEPARATION WALLS |
| 519 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 520 | FIGURE 720.2 CONCEALED INSULATION |
| 521 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE |
| 522 | FIGURE 721.1.1 (1) STEEL COLUMN ENCASED IN CONCRETE |
| 523 | FIGURE 721.1.1(2) REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES |
| 524 | FIGURE 721.1(2) (a) CONCRETE WALL FIGURE 721.1(2) (b) METAL STUD WALL WITH PLASTER |
| 525 | FIGURE 721.1(3) WOOD FLOOR TRUSS |
| 526 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 527 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 528 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 529 | TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 530 | TABLE 721.1(2)RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 531 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 532 | TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 533 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 534 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 535 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 536 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 537 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 538 | TABLE 721.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa |
| 539 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 540 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 541 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 542 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 543 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 544 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa |
| 545 | TABLE 721.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 546 | TABLE 721.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 547 | TABLE 721.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 548 | TABLE 721.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS SECTION 722 CALCULATED FIRE RESISTANCE |
| 550 | TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 |
| 551 | FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 |
| 552 | FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
| 553 | TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL |
| 554 | TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
| 555 | TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS |
| 556 | EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS |
| 557 | 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 |
| 558 | 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) |
| 559 | TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 560 | TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 561 | EQUATION 7-6 |
| 562 | TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS |
| 563 | 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) |
| 564 | EQUATION 7-8 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 |
| 565 | EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS |
| 566 | TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11 |
| 567 | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 |
| 568 | FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 569 | FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD EQUATION 7-13 FIGURE 721.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1.2.1 EXAMPLE—STEEL COLUMN PROTECTED WITH WALLBOARD |
| 571 | EQUATION 7-14 FIGURE 722.5.1.3 EXAMPLE—SPRAY-APPLIED MATERIALS, FIRE ENDURANCE TEST DATA FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b |
| 572 | EQUATION 7-15 EQUATION 7-16 |
| 573 | FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS |
| 574 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE |
| 575 | TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 576 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 577 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 578 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 579 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 580 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 581 | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE722.5.1(6)(c)] |
| 582 | TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] |
| 583 | EQUATION 7-17 |
| 584 | FIGURE 722.6 EXAMPLE—WOOD STUD WALL WITH WALLBOARD TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d |
| 585 | TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 586 | EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 |
| 587 | FIGURE 722.6.3(1) LOAD FIGURE FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS BIBLIOGRAPHY |
| 590 | CHAPTER 8: INTERIOR FINISHES SECTION 801 GENERAL |
| 591 | SECTION 802 DEFINITIONS |
| 592 | SECTION 803 WALL AND CEILING FINISHES FIGURE 803.1(1) ASTM E 84 TUNNEL TEST FIGURE 803.1(2) FLAME IN TUNNEL TEST |
| 593 | TABLE 803.1(3) TYPICAL FLAME SPREAD OF COMMON MATERIALS FIGURE 803.1.2(1) ROOM CORNER TEST |
| 594 | FIGURE 803.1.2(2) FLAME IN ROOM CORNER TEST |
| 597 | TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY |
| 598 | FIGURE 803.11.2 SET-OUT CONSTRUCTION |
| 599 | FIGURE 803.11.4 THIN INTERIOR FINISHES |
| 600 | SECTION 804 INTERIOR FLOOR FINISH FIGURE 804.2 RADIANT FLOOR PANEL TEST (NFPA 253) |
| 601 | SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION |
| 602 | SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 604 | FIGURE 806.5(1) TRIM COVERAGE AREA FIGURE 806.5(2) MAXIMUM DIMENSION—FOAM PLASTIC TRIM SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 605 | BIBLIOGRAPHY |
| 608 | CHAPTER 9: FIRE PROTECTION SYSTEMS SECTION 901 GENERAL |
| 611 | SECTION 902 DEFINITIONS |
| 612 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 613 | FIGURE 903.2 SUMMARY OF OCCUPANCY-RELATED AUTOMATIC SPRINKLER THRESHOLDS |
| 618 | TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 624 | FIGURE 903.2.11.1 SPACING OF OPENINGS IN STORIES OR BASEMENTS |
| 625 | FIGURE 903.2.11.1(1) OPENINGS IN STORIES OR BASEMENTS—LESS THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.11.1(2) OPENINGS IN STORIES OR BASEMENTS—MORE THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.11.1(3) OPENINGS IN STORIES OR BASEMENTS—LESS THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.11.1(4) OPENINGS IN STORIES OR BASEMENTS |
| 627 | TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 628 | FIGURE 903.3.1 NFPA 13, NFPA 13R, NFPA 13D SYSTEMS FIGURE 903.3.1.1 TYPICAL WET PIPE SYSTEM |
| 629 | FIGURE 903.3 SAMPLE SPRINKLER SYSTEM DRAWING AND DATA SUBMITTALS |
| 637 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 644 | SECTION 905 STANDPIPE SYSTEMS |
| 645 | FIGURE 905.3.1(1) HEIGHT THRESHOLD FOR STANDPIPES |
| 646 | FIGURE 905.3.1(2) HEIGHT REQUIREMENTS FOR STANDPIPES WITH MULTIPLE LEVELS OF FIRE DEPARTMENT VEHICLE ACCESS |
| 652 | SECTION 906 PORTABLE FIRE EXTINGUISHERS |
| 654 | TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE |
| 655 | TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH |
| 657 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 659 | FIGURE 907.2 SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS |
| 672 | FIGURE 907.2.11.2 LOCATION OF SMOKE ALARMS IN A DWELLING UNIT |
| 684 | TABLE 907.5.2.3.3 VISIBLE ALARMS |
| 687 | SECTION 908 EMERGENCY ALARM SYSTEMS |
| 691 | SECTION 909 SMOKE CONTROL SYSTEMS |
| 694 | FIGURE 909.4.1 STACK EFFECT |
| 698 | EQUATION 9-1 EQUATION 9-2 |
| 699 | FIGURE 909.8(1) SMOKE LAYER INTERFACE IN AN ATRIUM |
| 701 | FIGURE 909.8(2) AXISYMMETRICAL PLUM FIGURE 909.8(3) BALCONY SPILL PLUME |
| 702 | FIGURE 909.8(4) WINDOW PLUME FIGURE 909.8(5) PLUGHOLING |
| 703 | FIGURE 909.8.1(1) EXAMPLE, CRITICAL LEVEL OF SMOKE |
| 704 | FIGURE 909.8.1(2) SMOKE LAYER INTERFACE |
| 706 | EQUATION 9-3 |
| 715 | FIGURE 909.20.1 DIMENSIONAL REQUIREMENTS FOR SMOKEPROOF ENCLOSURE VESTIBULE |
| 716 | FIGURE 909.20.3.2 SMOKEPROOF ENCLOSURE WITH OPEN VESTIBULE ARRANGEMENT |
| 717 | FIGURE 909.20.4.1 SMOKEPROOF ENCLOSURE WITH CORRIDOR ARRANGEMENT |
| 718 | FIGURE 909.20.4.2 MECHANICALLY VENTILATED VESTIBULE |
| 721 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 722 | TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS |
| 724 | FIGURE 910.3.4 SMOKE AND HEAT VENT SPACING |
| 725 | EQUATION 9-4 |
| 727 | SECTION 911 FIRE COMMAND CENTER |
| 729 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 730 | FIGURE 912.3.1 LOCKING FDC CAPS |
| 731 | FIGURE 912.4 FIRE DEPARTMENT CONNECTION WITH SIGN SECTION 913 FIRE PUMPS |
| 733 | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES FIGURE 914.1.1 SHAFTWAY SIGNAGE SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE |
| 734 | BIBLIOGRAPHY |
| 736 | CHAPTER 10: MEANS OF EGRESS |
| 737 | SECTION 1001 ADMINISTRATION |
| 738 | SECTION 1002 DEFINITIONS SECTION 1003 GENERAL MEANS OF EGRESS |
| 740 | FIGURE 1003.3.1(1) DOOR CLOSER HEADROOM PROTRUSIONS FOR WALKING SURFACES FIGURE 1003.3.1(2) REDUCED VERTICAL CLEARANCE |
| 741 | FIGURE 1003.3.2(1) POST-MOUNTED OBJECTS FIGURE 1003.3.2(2) POST-MOUNTED PROTRUDING OBJECTS |
| 742 | FIGURE 1003.3.3 EXAMPLES OF HORIZONTAL PROJECTIONS |
| 743 | FIGURE 1003.5 ELEVATION CHANGE |
| 744 | SECTION 1004 OCCUPANT LOAD |
| 745 | FIGURE 1004.1.1 COMBINED OCCUPANT LOAD FOR EGRESS DESIGN |
| 746 | TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 747 | FIGURE 1004.1.2 TYPICAL NET FLOOR AREA OCCUPANT LOAD CALCULATION |
| 748 | FIGURE 1004.3 EXAMPLE OF OCCUPANT LOAD LIMIT SIGN |
| 749 | FIGURE 1004.4 TYPICAL FIXED SEATING |
| 750 | SECTION 1005 MEANS OF EGRESS SIZING |
| 753 | FIGURE 1005.6(1) EGRESS CONVERGENCE AT FIRST STORY FIGURE 1005.6(2) EGRESS CONVERGENCE AT INTERMEDIATE LEVEL |
| 754 | FIGURE 1005.6(3) NO EGRESS CONVERGENCE |
| 755 | FIGURE 1005.7.1 TYPICAL DOOR RESTRICTIONS INTO PASSAGEWAY, AISLE AND CORRIDOR WIDTH SECTION 1006 MEANS OF EGRESS ILLUMINATION |
| 757 | SECTION 1007 ACCESSIBLE MEANS OF EGRESS |
| 760 | FIGURE 1007.2.1 ELEVATOR REQUIRED FOR ACCESSIBLE MEANS OF EGRESS |
| 762 | FIGURE 1007.3(1) ACCESSIBLE MEANS OF EGRESS STAIRWAY WITH ENLARGED STORY-LEVEL LANDING |
| 763 | FIGURE 1007.3(2) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM AN AREA OF REFUGE |
| 764 | FIGURE 1007.3(3) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM A HORIZONTAL EXIT |
| 766 | FIGURE 1007.6 SEPARATE TRAVEL DISTANCES TO AN AREA OF REFUGE |
| 770 | FIGURE 1007.7.3 EXTERIOR AREA OF RESCUE ASSISTANCE—PLAN VIEW |
| 771 | FIGURE 1007.7.4 EXTERIOR AREA OF RESCUE ASSISTANCE—ELEVATION |
| 773 | SECTION 1008 DOORS, GATES AND TURNSTILES |
| 775 | FIGURE 1008.1.1(1) TYPICAL DOOR OPENING CLEARANCE FIGURE 1008.1.1(2) TYPICAL DOOR OPENING CLEARANCE WITH PANIC HARDWARE |
| 778 | FIGURE 1008.1.4.1(1) REVOLVING DOORS IN BOOKFOLD POSITION FIGURE 1008.1.4.1(2) TYPICAL REVOLVING DOOR/SIDE SWINGING DOOR ARRANGEMENT |
| 779 | TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS |
| 782 | FIGURE 1008.1.5 DOOR LANDINGS |
| 783 | FIGURE 1008.1.7(1) VERTICAL CHANGES IN LEVEL FIGURE 1008.1.7(2) BEVELED CHANGES IN LEVEL FIGURE 1008.1.7(3) BEVELED CHANGES IN LEVEL FIGURE 1008.1.7(4) DOOR THRESHOLD HEIGHT LIMITATIONS |
| 784 | FIGURE 1008.1.8(1) SPACING OF DOORS IN SERIES FIGURE 1008.1.8(2) SPACING OF DOORS IN SERIES |
| 785 | FIGURE 1008.1.9.1 DOOR HARDWARE |
| 786 | FIGURE 1008.1.9.3 SURFACE AND FLUSH BOLT LOCATIONS |
| 787 | FIGURE 1008.1.9.4 TYPICAL MANUAL BOLT HARDWARE |
| 793 | FIGURE 1008.1.10.1 EXAMPLES OF TYPICAL PANIC HARDWARE |
| 794 | FIGURE 1008.1.10.1—continued EXAMPLES OF TYPICAL PANIC HARDWARE |
| 795 | SECTION 1009 STAIRWAYS |
| 798 | FIGURE 1009.3 DRAFT CURTAIN, EXCEPTIONS 3 AND 4 |
| 802 | FIGURE 1009.5(1) STAIRWAY HEADROOM REQUIREMENTS FIGURE 1009.5(2) EXAMPLE OF SECTION 1009.2, EXCEPTION 2 |
| 804 | FIGURE 1009.7.1 TREAD DEPTH MEASUREMENT FIGURE 1009.7.2 TREAD/RISER DIMENSIONS |
| 806 | FIGURE 1009.7.3 STAIR WINDERS WITHIN A DWELLING |
| 807 | FIGURE 1009.7.4(1) CONSISTENTLY SHAPED WINDERS FIGURE 1009.7.4(2) SLOPED LANDING |
| 808 | FIGURE 1009.7.5.1 TREAD/RISER PROFILE (SOLID RISER) |
| 809 | FIGURE 1009.7.5.3 TREAD/RISER PROFILE (OPEN RISER) FIGURE 1009.8(1) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY |
| 810 | FIGURE 1009.8(2) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY FIGURE 1009.8(3) REVERSING RUN STAIRWAY |
| 811 | FIGURE 1009.9.1 OPEN TREAD IN ACCORDANCE WITH EXCEPTION 1 FIGURE 1009.8(4) DOOR CLEARANCE REQUIREMENTS IN STAIRWAY |
| 812 | FIGURE 1009.10 STAIRWAY RISE LIMITATION |
| 813 | FIGURE 1009.11 CURVED STAIRWAYS—MINIMUM DIMENSIONAL REQUIREMENTS |
| 814 | FIGURE 1009.12 SPIRAL STAIRWAYS FIGURE 1009.13 TYPICAL ALTERNATING TREAD DEVICE |
| 816 | FIGURE 1009.14 TYPICAL SHIP LADDER |
| 817 | FIGURE 1009.15 EXAMPLE OF SECTION 1009.15, EXCEPTION 3 |
| 818 | SECTION 1010 RAMPS |
| 819 | FIGURE 1010.3 TYPICAL MEANS OF EGRESS RAMP |
| 820 | FIGURE 1010.6.3 DOORWAY OPENING ONTO LANDING |
| 821 | FIGURE 1010.7 RAMP LANDINGS |
| 822 | FIGURE 1010.9(1) RAMP WITH HANDRAIL AT WALL |
| 823 | FIGURE 1010.9(2) RAMP WITH HANDRAIL AND BARRIER FIGURE 1010.9(3) RAMP WITH HANDRAIL AND CURB FIGURE 1010.9(4) RAMP WITH HANDRAIL AND GUARD |
| 825 | FIGURE 1010.10.1 EDGE PROTECTION SECTION 1011 EXIT SIGNS |
| 826 | FIGURE 1011.1 EXIT SIGNS WITHIN AN EXIT ENCLOSURE |
| 828 | FIGURE 1011.6.1 MINIMUM SIZES OF EXIT SIGNS SECTION 1012 HANDRAILS |
| 829 | FIGURE 1012.2 HANDRAIL REQUIREMENTS |
| 830 | FIGURE 1012.3.1 EXAMPLE OF TYPE I ALTERNATIVE HANDRAIL CONFIGURATION |
| 831 | FIGURE 1012.3.2 EXAMPLES OF TYPE II HANDRAIL CONFIGURATIONS |
| 832 | FIGURE 1012.4(1) EXAMPLES OF PROHIBITED HANDRAIL DESIGNS FIGURE 1012.4(2) REDUCED BRACKET EXTENSIONS EXAMPLE PER SECTION 1012.4, EXCEPTION 3 |
| 834 | FIGURE 1012.8(1) TYPICAL HANDRAIL ARRANGEMENT FIGURE 1012.8(2) PROJECTION OF HANDRAIL |
| 835 | FIGURE 1012.9 HANDRAILS FOR MONUMENTAL STAIRS SECTION 1013 GUARDS |
| 836 | FIGURE 1013.2(1) OPEN-SIDED WALKING AREA FIGURE 1013.2(2) DROP OFF MEASUREMENTS AND GUARD HEIGHTS |
| 837 | FIGURE 1013.2(3) DROP OFF MEASUREMENTS AND GUARD HEIGHTS FOR 2- AND 3-STORY GROUP R-3 AND R-2 FIGURE 1013.2.1 GUARD SYSTEM WITH GLAZING |
| 838 | FIGURE 1013.3 GUARD HEIGHT |
| 839 | FIGURE 1013.4(1) GUARD OPENING LIMITATIONS |
| 840 | FIGURE 1013.4(2) EXAMPLE OF GUARD WITH HORIZONTAL MEMBERS |
| 841 | FIGURE 1013.7 PROTECTION AT ROOF-HATCH OPENING |
| 842 | SECTION 1014 EXIT ACCESS |
| 843 | FIGURE 1014.2(1) EGRESS PROHIBITED THROUGH GROUP H AREAS FIGURE 1014.2(2) EGRESS THROUGH ADJOINING ROOMS AND SPACES |
| 844 | FIGURE 1014.3 COMMON PATH OF EGRESS TRAVEL |
| 845 | TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS |
| 846 | TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 848 | FIGURE 1015.2.1(1) EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A ROOM OR BUILDING |
| 849 | FIGURE 1015.2.1(2) REMOTENESS OF EXITS INTERCONNECTING BY A 1-HOUR FIRE-RESISTANCE-RATED CORRIDOR FIGURE 1015.2.1(3) REMOTENESS OF EXITS IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM |
| 850 | FIGURE 1015.2.1(4) REMOTE LOCATION OF EXIT ACCESS DOORS (ADJOINING ROOMS) |
| 851 | SECTION 1016 EXIT ACCESS TRAVEL DISTANCE |
| 852 | TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE |
| 853 | FIGURE 1016.3(1) LENGTH OF EXIT ACCESS TRAVEL FIGURE 1016.3(2) MEASURING TRAVEL DISTANCE USING RECTILINEAR APPROACH |
| 854 | SECTION 1017 AISLES FIGURE 1017.3 AISLES AND AISLE ACCESSWAYS IN MERCANTILE |
| 855 | SECTION 1018 CORRIDORS |
| 856 | TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING FIGURE 1018.1 APPLICATION OF TABLE 1018.1 |
| 857 | TABLE 1018.2 MINIMUM CORRIDOR WIDTH |
| 859 | FIGURE 1018.4(1) ALLOWABLE DEAD-END CONDITIONS FIGURE 1018.4(2) CORRIDOR LENGTH/WIDTH RATIO FOR DEAD-END CONSIDERATIONS |
| 861 | FIGURE 1018.6(1) CORRIDOR CONTINUITY—EXAMPLE 1 |
| 862 | FIGURE 1018.6(2) CORRIDOR CONTINUITY—EXAMPLE 2 FIGURE 1018.6(3) CORRIDOR CONTINUITY—EXAMPLE 3 |
| 863 | FIGURE 1018.6(4) ELEVATOR LOBBY/CORRIDOR OPTION 1 FIGURE 1018.6(5) ELEVATOR LOBBY/CORRIDOR OPTION 2 |
| 864 | FIGURE 1018.6(6) ELEVATOR LOBBY/CORRIDOR OPTION 3 SECTION 1019 EGRESS BALCONIES |
| 865 | FIGURE 1019.2 EGRESS BALCONIES SECTION 1020 EXITS |
| 866 | SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION |
| 867 | FIGURE 1021.1 NUMBER OF EXITS |
| 870 | FIGURE 1021.2(1) EXAMPLE 1 OF EXCEPTION 7—NOT PERMITTED FIGURE 1021.2(2) EXAMPLE 2 OF EXCEPTION 7—PERMITTED |
| 871 | TABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES |
| 872 | FIGURE 1021.2(3) EXAMPLE OF SINGLE-EXIT APARTMENT BUILDING FIGURE 1021.2(4) EXAMPLE OF SINGLE-EXIT APARTMENT WITHIN A TWO-EXIT BUILDING |
| 873 | FIGURE 1021.2.1 STORIES WITH ONE EXIT |
| 874 | FIGURE 1021.2.3 MULTISTORY DWELLING UNITS |
| 876 | SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 880 | FIGURE 1022.7(1) EXAMPLES OF EXTERIOR WALL PROTECTIVES |
| 881 | FIGURE 1022.7(2) EXTERIOR WALL PROTECTION |
| 882 | FIGURE 1022.8 EXAMPLE OF DISCHARGE IDENTIFICATION |
| 884 | FIGURE 1022.10.2(1) TYPICAL SMOKEPROOF ENCLOSURE ENTRY FIGURE 1022.10.2(2) TYPICAL SMOKEPROOF ENCLOSURE WITH OPEN BALCONY ARRANGEMENT SECTION 1023 EXIT PASSAGEWAYS |
| 885 | FIGURE 1023.1 ARRANGEMENT FOR LOBBY AND PASSAGEWAY |
| 887 | SECTION 1024 LUMINOUS EGRESS PATH MARKINGS |
| 888 | FIGURE 1024.2.1 LEADING EDGE OF STEP AND LANDING FIGURE 1024.2.3 HANDRAIL MARKINGS |
| 889 | FIGURE 1024.2.4.1 PERIMETER DEMARCATION LINES—FLOOR-MOUNTED OPTION |
| 890 | FIGURE 1024.2.4.2 PERIMETER DEMARCATION LINES—WALL-MOUNTED OPTION FIGURE 1024.2.4.3 PERIMETER DEMARCATION LINES—OPTIONS AT DOORS INTO EXIT ENCLOSURES |
| 891 | FIGURE 1024.2.5 OBSTACLE MARKINGS FIGURE 1024.2.6.1 EMERGENCY EXIT SYMBOL |
| 892 | FIGURE 1024.2.6 EXAMPLES OF EXIT DOOR TO EXTERIOR OPTIONS |
| 893 | SECTION 1025 HORIZONTAL EXITS |
| 894 | FIGURE 1025.1 TYPICAL HORIZONTAL EXITS |
| 896 | FIGURE 1025.4 REFUGE AREA EXCEPTION SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 897 | FIGURE 1026.3 EXTERIOR STAIRWAY |
| 898 | FIGURE 1026.5 EXTERIOR BALCONY AND STAIRWAY ADJACENT TO LOT LINE |
| 900 | FIGURE 1026.6(1) PROTECTION OF EXTERIOR STAIRWAYS |
| 901 | FIGURE 1026.6(2) EXTERIOR BALCONY WITH REMOTE STAIRWAYS FIGURE 1026.6(3) EXAMPLE OF EXCEPTION 4 |
| 902 | SECTION 1027 EXIT DISCHARGE |
| 903 | FIGURE 1027.1(1) PROTECTION OF LOBBY WITH AN EXIT DISCHARGE |
| 904 | FIGURE 1027.1(2) VESTIBULE WITH EXIT DISCHARGE FIGURE 1027.1(3) SEPARATION DETAILS FOR VESTIBULE WITH EXIT DISCHARGE |
| 906 | SECTION 1028 ASSEMBLY |
| 907 | FIGURE 1028.2 GROUP A-1 WITH WAITING SPACE |
| 909 | FIGURE 1028.6.1(1) COMPUTATION OF WIDTH FOR STEPPED AISLES |
| 910 | FIGURE 1028.6.1(2) COMPUTATION OF WIDTH FOR LEVEL, SLOPED OR RAMPED AISLES |
| 911 | TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY FIGURE 1028.6.2.2(1) ROOF HEIGHT (CONVEX DOME ROOF) |
| 912 | FIGURE 1028.6.2.2(2) ROOF HEIGHT (CONCAVE SUSPENDED ROOF) |
| 913 | FIGURE 1028.6.2.3(1) INDOOR SEATING SPRINKLERED AREAS (CONVEX DOME ROOF) FIGURE 1028.6.2.3(2) INDOOR SEATING SPRINKLERED AREAS (CONCAVE SUSPENDED ROOF) |
| 915 | FIGURE 1028.8.1 PATH THROUGH ADJACENT ROWS |
| 916 | FIGURE 1028.9.2 TYPICAL AISLE CATCHMENTS |
| 917 | FIGURE 1028.9.3 COMPUTATION OF EXIT PASSAGE FOR CONVERGING AISLES |
| 918 | FIGURE 1028.9.4 AISLE WITH OPPOSITE EXITS |
| 919 | FIGURE 1028.9.5 TYPICAL BALCONY ARRANGEMENT |
| 920 | FIGURE 1028.10.1 AISLE AND AISLE ACCESSWAY MEASUREMENT WITH SEATING AND TABLES FIGURE 1028.10.1.1 ACCESS FOR TABLES AND SEATING |
| 921 | FIGURE 1028.10.2 MINIMUM REQUIRED ROW WIDTH CLEARANCE FOR AISLE ACCESSWAYS |
| 922 | TABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS FIGURE 1028.10.2.1 TYPICAL DUAL ACCESS ROW—MINIMUM AISLE ACCESSWAY WIDTH |
| 923 | FIGURE 1028.10.2.2 TYPICAL SINGLE ACCESS ROW—MINIMUM AISLE ACCESSWAY WIDTH |
| 924 | FIGURE 1028.11.1 TYPICAL SEATING PLATFORMS ALSO USED AS STEPPING AISLES |
| 925 | FIGURE 1028.11.2 TYPICAL RISER CONSTRUCTION IN STEPPED AISLES |
| 926 | FIGURE 1028.13 TYPICAL RAILING FOR RAMPED AISLES WITH RAILING IN THE AISLE |
| 927 | FIGURE 1028.13.1 DISCONTINUOUS AISLE HANDRAILS |
| 928 | FIGURE 1028.14.2 TYPICAL BALCONY GUARDS AT FASCIA SECTION 1029 EMERGENCY ESCAPE AND RESCUE |
| 929 | FIGURE 1029.2 EMERGENCY ESCAPE WINDOW |
| 930 | BIBLIOGRAPHY |
| 931 | FIGURE 1029.5 WINDOW WELLS AT EMERGENCY ESCAPE WINDOWS |
| 934 | CHAPTER 11: ACCESSIBILITY |
| 937 | SECTION 1101 GENERAL SECTION 1102 DEFINITIONS |
| 938 | SECTION 1103 SCOPING REQUIREMENTS |
| 940 | FIGURE 1103.2.7 EXAMPLE OF RAISED AREA EXCEPTION |
| 941 | SECTION 1104 ACCESSIBLE ROUTE |
| 943 | FIGURE 1104.3.2 EXAMPLE OF PRESS BOX ACCESSED FROM BLEACHER SEATING |
| 945 | SECTION 1105 ACCESSIBLE ENTRANCES |
| 946 | FIGURE 1105.1.2 EXAMPLE OF ELEVATED WALKWAY ENTRANCE SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES |
| 947 | TABLE 1106.1 ACCESSIBLE PARKING SPACES |
| 949 | FIGURE 1106.6 EXAMPLE OF ACCESSIBLE PARKING SPACES |
| 950 | SECTION 1107 DWELLING UNITS AND SLEEPING UNITS |
| 958 | TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS |
| 960 | FIGURE 1107.6.2.1.2(1) BUILDING WITH FIRE WALLS IS TREATED AS A SINGLE STRUCTURE |
| 961 | FIGURE 1107.6.2.1.2(2) TWO STRUCTURALLY JOINED BUILDINGS ARE TREATED AS A SINGLE STRUCTURE |
| 963 | FIGURE 1107.7.1.1 DWELLING UNITS ON ONE STORY |
| 964 | FIGURE 1107.7.1.2(1) BUILDING HAS TWO ACCESSIBLE LEVELS, EACH WITH AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE FIGURE 1107.7.1.2(2) SINGLE BUILDING WITH MULTIPLE COMMON ENTRANCES—LOWER GROUND FLOOR UNITS MAY BE COVERED |
| 965 | FIGURE 1107.7.1.2(3) EXAMPLE FOR GRADE CALCULATIONS |
| 966 | FIGURE 1107.7.2(1) BUILDINGS WITH ELEVATOR(S): ALL SINGLE-STORY UNITS AND THE PRIMARY ENTRY LEVEL OF MULTISTORY UNITS FIGURE 1107.7.2(2) GROUND FLOOR UNITS IN BUILDINGS OF FOUR OR MORE UNITS |
| 967 | FIGURE 1107.7.3(1) DWELLING UNITS OVER SHOPS AND GARAGES FIGURE 1107.7.3(2) ELEVATOR TO FIRST FLOOR OF DWELLING UNITS ABOVE GRADE OR ENTRANCE LEVEL DOES NOT MAKE AN ELEVATOR BUILDING |
| 968 | FIGURE 1107.7.4 SITE ANALYSIS TEST: THE NUMBER OF COVERED UNITS |
| 969 | FIGURE 1107.7.5(1) BUILDING MEETS BOTH ACCESSIBILITY CRITERIA FOR EXEMPTION FIGURE 1107.7.5(2) BUILDING MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS |
| 970 | SECTION 1108 SPECIAL OCCUPANCIES |
| 971 | TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES FIGURE 1108.2.2.3(1) EXAMPLE OF BOX SEATING IN A SPORTS VENUE FIGURE 1108.2.2.3(2) EXAMPLE OF BOX SEATING IN A THEATER |
| 973 | FIGURE 1108.2.6 EXAMPLE OF LAWN SEATING |
| 974 | TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS |
| 976 | FIGURE 1108.2.9.1 EXAMPLE OF DINING SEATING TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES |
| 977 | FIGURE 1108.4.1.2 GALLERY SEATING |
| 978 | FIGURE 1108.4.1.5 COURTROOM WELL WORK STATIONS FIGURE 1108.4.3.1 EXAMPLE OF ACCESSIBLE VISITOR CUBICLE IN A COURTHOUSE |
| 979 | SECTION 1109 OTHER FEATURES AND FACILITIES |
| 980 | FIGURE 1109.2(1 ) SIDE APPROACH WHEELCHAIR TRANSFER |
| 981 | FIGURE 1109.2(2) EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP |
| 983 | FIGURE 1109.2.2(1) AMBULATORY-ACCESSIBLE COMPARTMENT |
| 984 | FIGURE 1109.2.2(2) WHEELCHAIR-ACCESSIBLE COMPARTMENT; OUT-SWINGING DOOR FIGURE 1109.2.2(3) WHEELCHAIR-ACCESSIBLE COMPARTMENT; IN-SWINGING DOOR |
| 985 | FIGURE 1109.4 EXAMPLE OF KITCHENETTE |
| 986 | FIGURE 1109.5.1 EXAMPLE OF DRINKING FOUNTAINS FOR PERSONS USING WHEELCHAIR AND STANDING PERSONS |
| 989 | FIGURE 1109.7(1) PLATFORM (WHEELCHAIR) LIFT FIGURE 1109.7(2) STAIRWAY CHAIRLIFT FIGURE 1109.8.1(1) EXAMPLE OF LOCKER AREA |
| 990 | FIGURE 1109.8.1(2) EXAMPLE OF LOCKER ROOM |
| 991 | FIGURE 1109.11 EXAMPLE OF ACCESSIBLE WORK STATION |
| 992 | FIGURE 1109.12.1 EXAMPLE OF ACCESSIBLE DRESSING ROOM |
| 993 | TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES FIGURE 1109.12.3 SERVICE COUNTERS |
| 996 | SECTION 1110 SIGNAGE FIGURE 1110.1 INTERNATIONAL SYMBOLS OF ACCESSIBILITY |
| 997 | FIGURE 1110.4 VARIABLE MESSAGE SIGNAGE |
| 998 | BIBLIOGRAPHY |
| 1000 | CHAPTER 12: INTERIOR ENVIRONMENT |
| 1001 | SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 1003 | FIGURE 1203.2(1) COMBINATION OF SOFFIT AND RIDGE VENTS |
| 1004 | FIGURE 1203.2(2) VENTILATION OF RAFTER SPACE |
| 1006 | FIGURE 1203.4.1 NATURAL LIGHT AND VENTILATION WINDOWS FIGURE 1203.4.1.1 NATURAL VENTILATION FROM ADJOINING SPACE |
| 1007 | FIGURE 1203.4.1.2 VENTILATION OPENINGS BELOW GRADE |
| 1008 | SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING |
| 1009 | FIGURE 1205.2.1 NATURAL LIGHT FROM ADJACENT SPACE |
| 1010 | FIGURE 1205.3 ARTIFICIAL LIGHTING IN A ROOM SECTION 1206 YARDS OR COURTS |
| 1011 | FIGURE 1206.1 YARDS AND COURTS |
| 1012 | FIGURE 1206.3 DIMENSIONS OF COURTS |
| 1013 | SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 1014 | FIGURE 1208.2(1) MINIMUM CEILING HEIGHT—ALLOWABLE PROJECTIONS IN ONE- AND TWO-FAMILY DWELLINGS FIGURE 1208.2(2) SLOPED CEILING HEIGHTS |
| 1015 | FIGURE 1208.2.1 FURRED CEILING HEIGHTS SECTION 1209 ACCESS TO UNOCCUPIED SPACES |
| 1016 | SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 1017 | BIBLIOGRAPHY |
| 1018 | CHAPTER 13: ENERGY EFFICIENCY SECTION 1301 GENERAL BIBLIOGRAPHY |
| 1020 | CHAPTER 14: EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
| 1023 | SECTION 1404 MATERIALS |
| 1025 | SECTION 1405 INSTALLATION OF WALL COVERINGS TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 1026 | TABLE 1405.3.1 CLASS III VAPOR RETARDERS |
| 1027 | FIGURE 1405.3 CLIMATE ZONES FIGURE 1405.3 FROM FIGURE C301.1 OF THE IECC |
| 1028 | TABLE 1450.3 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1029 | TABLE 1405.3—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1030 | TABLE 1405.3—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1031 | TABLE 1405.3—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1032 | TABLE 1405.3—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1033 | TABLE 1405.3—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1034 | TABLE 1405.3—continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1035 | TABLE 1405.3—continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1036 | TABLE 1405.3—continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1037 | TABLE 1405.3—continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1038 | TABLE 1405.3—continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1039 | TABLE 1405.3—continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1040 | TABLE 1405.3—continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY |
| 1041 | TABLE C301(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE 1405.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS |
| 1042 | FIGURE 1405.4(1) FLASHING AT SIDING ROOF INTERFACE FIGURE 1405.4(2) FLASHING AT SIDING/WINDOW INTERFACE FIGURE 1405.4(3) FLASHING UNDER WINDOW IN EXTERIOR WALL FIGURE 1405.4(4) FLASHING AT VARIOUS POINTS |
| 1043 | FIGURE 1405.4(5) FLASHING EXTENSION |
| 1045 | FIGURE 1405.7 STONE VENEER WITH CONCRETE BACKING |
| 1047 | FIGURE 1405.9 TERRA COTTA VENEER FIGURE 1405.10(1) MASONRY VENEER ADHERED TO MASONRY BACKING |
| 1048 | FIGURE 1405.10(2) MASONRY VENEER ADHERED TO STEEL-FRAME BACKING |
| 1052 | FIGURE 1405.17 WOOD WEATHERBOARD ATTACHMENT SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 1054 | TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS |
| 1055 | SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
| 1056 | FIGURE 1406.4 ORIEL WINDOW FIGURE 1407.1(1) CONTINUOUS EDGE GRIP SYSTEM |
| 1057 | FIGURE 1407.1(2) SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) FIGURE1407.1(3) TYPICAL RUT AND RETURN SYSTEM SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) |
| 1061 | FIGURE 1407.11.3.4 FLAME BARRIER TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS |
| 1063 | SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) |
| 1064 | SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 1066 | BIBLIOGRAPHY |
| 1068 | CHAPTER 15: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS |
| 1069 | SECTION 1503 WEATHER PROTECTION |
| 1070 | SECTION 1504 PERFORMANCE REQUIREMENTS |
| 1072 | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION |
| 1073 | TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION |
| 1074 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 1076 | TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 |
| 1078 | TABLE 1507.2.9.2 VALLEY LINING MATERIAL |
| 1081 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c |
| 1083 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 1087 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP |
| 1088 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 1089 | TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 1090 | FIGURE 1507.8.4(1) POSSIBLE WATER DAMAGE AT ICE DAMS FIGURE 1507.8.4(2) PROTECTIVE ICE SHEILD |
| 1091 | TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 1092 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS |
| 1093 | TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 1094 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 1096 | TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 1097 | SECTION 1508 ROOF INSULATION |
| 1098 | TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES |
| 1103 | SECTION 1510 REROOFING |
| 1104 | SECTION 1511 SOLAR PHOTOVOLTAIC PANELS/MODULES BIBLIOGRAPHY |
| 1108 | INDEX |
| 1146 | TRAINING RESOURCES |
| 1147 | ICC PLAN REVIEW SERVICES |
| 1148 | VALUABLE GUIDES TO CHANGES IN THE 2012 I-CODES® |
| 1149 | A117.1 IMPROVING ACCESSIBILITY FOR 50 YEARS |
| 1150 | 2012 IBC CODE AND COMMENTARY VOLUME 2 |
| 1151 | 2012 IBC CODE AND COMMENTARY VOLUME 2 TITLE PAGE |
| 1152 | COPYRIGHT |
| 1153 | PREFACE |
| 1155 | TABLE OF CONTENTS |
| 1157 | CHAPTER 16: STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS |
| 1159 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 1161 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 1162 | TABLE 1604.3 DEFLECTION LIMITS |
| 1163 | TABLE 1604.3.6 CONCRETE ROOF MEMBER DEFLECTION CRITERIA |
| 1165 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 1168 | EQUATION 16-6 EQUATION 16-7 EQUATION 16-15 EQUATION 16-16 EQUATION 16-22 EQUATION 16-18 |
| 1169 | SECTION 1605 LOAD COMBINATIONS |
| 1170 | FIGURE 1605.1(1) EXAMPLES OF DISCONTINUOUS SHEAR WALLS FIGURE 1605.1(2) COLLECTORS |
| 1171 | 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 |
| 1172 | EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 |
| 1173 | EQUATION 16-17 EQUATION 16-18 EQUATOIN 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 |
| 1174 | SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 1175 | TABLE 1607.1(1) SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN UNINHABITABLE ATTICS FIGURE 1607.1 DETERMINATION OF ATTIC LIVE LOAD IN ACCORDANCE WITH TABLE 1607.1 FOOTNOTES I, J AND K |
| 1176 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS |
| 1177 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS |
| 1180 | FIGURE 1607.8.1 HANDRAIL DESIGN LOAD FIGURE 1607.8.1.2 COMPONENT DESIGN LOAD |
| 1181 | FIGURE 1607.8.3 VEHICLE BARRIER REQUIREMENTS |
| 1182 | EQUATION 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR |
| 1183 | FIGURE 1607.10.1 LIVE LOAD REDUCTION EXAMPLE |
| 1184 | EQUATION 16-24 EQUATION 16-25 |
| 1185 | FIGURE 1607.11 PARTIAL LOADING |
| 1186 | EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 FIGURE 1607.12.2.1 MINIMUM ROOF LIVE LOAD IN ACCORDANCE WITH EQUATION 16-26 |
| 1188 | FIGURE 1607.13 TOP-RUNNING BRIDGE CRANE SECTION 1608 SNOW LOADS |
| 1189 | FIGURE 1608.1(1) BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF |
| 1190 | FIGURE 1608.1(2) DRIFTING SNOW ON LOW ROOFS AND DECKS FIGURE 1608.1(3) DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE |
| 1191 | FIGURE 1608.1(4) SNOW DRIFTING AT ROOF PROJECTIONS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS |
| 1192 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 1193 | FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 1194 | SECTION 1609 WIND LOADS |
| 1195 | FIGURE 1609.1(1) WIND PRESSURES CAUSED BY EXTERNAL WIND FLOW FIGURE 1609.1(2) OPENING IN EXTERIOR WALL OF BUILDING |
| 1197 | FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 1198 | FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES |
| 1199 | FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 1200 | FIGURE 1609.1.1.1 WIND SPEED-UP EFFECT |
| 1201 | FIGURE 1609.1.2 EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE |
| 1202 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 1203 | EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS |
| 1205 | EQUATION 16-34 |
| 1207 | EQUATION 16-35 |
| 1208 | TABLE 1609.6.2 NET PRESSURE COEFFICIENTS |
| 1209 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS |
| 1210 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS |
| 1211 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS |
| 1212 | TABLE 1610.1 LATERAL SOIL LOAD EQUATION 16-36 |
| 1213 | FIGURE 1611.1(1) SECONDARY ROOF DRAINAGE NOT REQUIRED TABLE 1611.1(2) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES) |
| 1214 | FIGURE 1611.1(3) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS |
| 1215 | FIGURE 1611.1(4) EQUATION 16-35 COEFFICIENT FIGURE 1611.1(5) RAIN LOAD EXAMPLE |
| 1216 | FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 1217 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 1218 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 1219 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 1220 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 1221 | SECTION 1612 FLOOD LOADS |
| 1225 | SECTION 1613 EARTHQUAKE LOADS |
| 1227 | EQUATION 16-37 EQUATION 16-38 |
| 1228 | EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3 (1) VALUES OF SITE COEFFICIENT TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT |
| 1229 | TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 1230 | FIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 1231 | FIGURE 1613.3.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 1232 | FIGURE 1613.3.1(2)RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 1233 | FIGURE 1613.3.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 1234 | FIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 1235 | FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 1236 | FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 1237 | FIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5%OF CRITICAL DAMPING), SITE CLASS B |
| 1238 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY |
| 1240 | EQUATION 16-41 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 1241 | EQUATION 16-42 BIBLIOGRAPHY |
| 1247 | CHAPTER 17: SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL |
| 1248 | SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 1250 | FIGURE 1703.5.3 TYPICAL LABEL INFORMATION SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS |
| 1254 | SECTION 1705 REQUIRED VERIFICATION AND INSPECTION |
| 1255 | TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL |
| 1256 | TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION |
| 1258 | TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS |
| 1259 | TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 1269 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 TEST SAFE LOAD |
| 1270 | SECTION 1709 IN-SITU LOAD TESTS SECTION 1710 PRECONSTRUCTION LOAD TESTS |
| 1272 | SECTION 1711 MATERIAL AND TEST STANDARDS |
| 1274 | BIBLIOGRAPHY |
| 1277 | CHAPTER 18: SOILS AND FOUNDATIONS |
| 1278 | SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 1279 | FIGURE 1803.5.2 TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS |
| 1280 | FIGURE 1803.5.3 SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX |
| 1284 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 1286 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 1289 | FIGURE 1805.2.2 MATERIALS FOR WATERPROOFING AND DAMPROOFING INSTALLATIONS |
| 1291 | FIGURE 1805.3.2 MATERIALS FOR WATERPROOFING INSTALLATIONS |
| 1292 | FIGURE 1805.3.3(1) DETAIL—MEMBRANE PLACEMENT THROUGH A KEY JOINT |
| 1293 | FIGURE 1805.3.3(2) PIPE DETAIL—PROPER PLACEMENT OF WATERPROOFING ELEMENTS |
| 1294 | FIGURE 1805.4.2 FOUNDATION DRAINAGE SYSTEM |
| 1295 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 1296 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES |
| 1297 | SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES FIGURE 1807.1.2 UNBALANCED BACKFILL HEIGHT |
| 1298 | FIGURE 1807.1.4 WOOD FOUNDATION |
| 1300 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS |
| 1302 | FIGURE 1807.1.6.3 TIE AT TOP COURSE BED JOINT TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS |
| 1303 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES |
| 1304 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 1305 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES |
| 1306 | EQUATION 18-1 EQUATION 18-2 |
| 1307 | EQUATION 18-2 SECTION 1808 FOUNDATIONS |
| 1311 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES FIGURE 1808.7.1(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 |
| 1312 | FIGURE 1808.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 FIGURE 1808.7.4 FOOTING ELEVATION ON GRADED SITES |
| 1313 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT |
| 1314 | TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 1315 | SECTION 1809 SHALLOW FOUNDATIONS |
| 1316 | FIGURE 1809.6 ISOLATED FOOTINGS |
| 1317 | TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION FIGURE 1809.8 PUNCHING SHEAR (EXAGGERATED ILLUSTRATION) |
| 1318 | FIGURE 1809.9.2 BRICK FOOTING OFFSET |
| 1320 | FIGURE 1809.10 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 1321 | SECTION 1810 DEEP FOUNDATIONS |
| 1325 | FIGURE 1810.3.1.2 COMPOSITE ELEMENTS |
| 1326 | FIGURE 1810.3.1.6 STEEL CASINGS |
| 1327 | FIGURE 1810.3.2.4 TIMBER PILES |
| 1329 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 1333 | EQUATION 18-4 |
| 1336 | FIGURE 1810.3.5.3.1 STEEL H-PILE SECTIONS |
| 1339 | FIGURE 1810.3.8 PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES |
| 1340 | EQUATION 18-5 |
| 1341 | EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 |
| 1342 | EQUATION 18-11 |
| 1345 | FIGURE 1810.3.9.5 BELLED DRILLED SHAFT FIGURE 1810.3.9.6 SOCKETED DRILLED SHAFTS |
| 1349 | FIGURE 1810.4.1.5 TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES |
| 1352 | FIGURE 1810.4.7 ENLARGED BASE PILES—UNCASED OR CASED SHAFTS |
| 1354 | BIBLIOGRAPHY |
| 1357 | CHAPTER 19: CONCRETE SECTION 1901 GENERAL |
| 1358 | SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 1364 | SECTION 1904 DURABILITY REQUIREMENTS |
| 1366 | TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH SECTION 1905 MODIFICATIONS TO ACI 318 |
| 1367 | FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE |
| 1368 | FIGURE 1905.1.1 PLAN OF WALL WITH OPENINGS |
| 1373 | SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS |
| 1374 | SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1 |
| 1375 | TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) |
| 1376 | SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN SECTION 1910 SHOTCRETE |
| 1380 | SECTION 1911 REINFORCED GYPSUM CONCRETE SECTION 1912 CONCRETE-FILLED PIPE COLUMNS |
| 1381 | BIBLIOGRAPHY |
| 1387 | CHAPTER 20: ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS BIBLIOGRAPHY |
| 1389 | CHAPTER 21: MASONRY |
| 1390 | SECTION 2101 GENERAL |
| 1392 | SECTION 2102 DEFINITIONS AND NOTATIONS |
| 1393 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS |
| 1398 | TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS |
| 1400 | SECTION 2104 CONSTRUCTION |
| 1401 | FIGURE 2104.2 CORBELED MASONRY |
| 1402 | FIGURE 2104.2.1 MOLDED CORNICE SECTION 2105 QUALITY ASSURANCE |
| 1403 | TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY |
| 1404 | TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY |
| 1405 | SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN |
| 1406 | EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY |
| 1407 | SECTION 2109 EMPIRICAL DESIGN OF MASONRY |
| 1408 | TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS |
| 1409 | EQUATION 21-2 |
| 1410 | TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 1411 | SECTION 2110 GLASS UNIT MASONRY |
| 1412 | SECTION 2111 MASONRY FIREPLACES FIGURE 2111.1 SECTION THROUGH FIREPLACE |
| 1414 | FIGURE 2111.6 RUMFORD FIREPLACE |
| 1416 | FIGURE 2111.10 HEARTH EXTENSION |
| 1417 | FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION FIGURE 2111.11(1) COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING |
| 1418 | FIGURE 2111.13.1 FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT SECTION 2112 MASONRY HEATERS |
| 1419 | SECTION 2113 MASONRY CHIMNEYS |
| 1421 | FIGURE 2113.5 CORBELING LIMITATIONS |
| 1422 | FIGURE 2113.6 MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET) |
| 1423 | FIGURE 2113.9 MINIMUM TERMINATION OF CHIMNEYS FIGURE 2113.9.1 MASONRY CHIMNEY CAP AND RAIN CAP |
| 1426 | FIGURE 2113.11.2.3 MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE |
| 1428 | FIGURE 2113.14 LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES |
| 1429 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES |
| 1430 | TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 1431 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION BIBLIOGRAPHY |
| 1432 | FIGURE 2113.20(1) FIREBLOCKING FIGURE 2113.20(2) FIREBLOCKING (SECTION) |
| 1435 | CHAPTER 22: STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS |
| 1436 | SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS |
| 1437 | SECTION 2205 STRUCTURAL STEEL |
| 1438 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 1439 | SECTION 2208 STEEL CABLE STRUCTURES |
| 1440 | SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL |
| 1441 | SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION FIGURE 2211.2 HEADER TYPES |
| 1442 | BIBLIOGRAPHY |
| 1445 | CHAPTER 23: WOOD |
| 1446 | SECTION 2301 GENERAL SECTION 2302 DEFINITIONS |
| 1447 | SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 1448 | FIGURE 2303.1.1 TYPICAL LABELS (Grade Marks) American Lumber Standards Committee, U.S.D.C. |
| 1457 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 1460 | TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING |
| 1461 | TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES |
| 1462 | TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 1463 | 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 |
| 1464 | 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 |
| 1465 | FIGURE 2304.8.2.1 SIMPLE SPAN PATTERN FIGURE 2304.8.2.2 TWO-SPAN CONTINUOUS PATTERN |
| 1466 | FIGURE 2304.8.2.3 COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN FIGURE 2304.8.2.4 CANTILEVERED PIECES INTERMIXED PATTERN |
| 1467 | FIGURE 2304.8.4.1 TWO-INCH TONGUE-AND-GROOVE DECKING |
| 1468 | FIGURE 2304.8.4.3 CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING FIGURE 2304.8.5.1 THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING |
| 1469 | FIGURE 2304.9.2 SHEATHING FASTENERS |
| 1470 | TABLE 2304.9.1 FASTENING SCHEDULE |
| 1471 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 1472 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 1473 | FIGURE 2304.9.1 STANDARD NAILS AND STAPLES |
| 1477 | FIGURE 2304.11.2.1 WOOD-FRAMING CLEARANCES |
| 1478 | FIGURE 2304.11.2.5 GIRDER END CLEARANCE |
| 1479 | FIGURE 2304.11.2.6(1) SIDING CLEARANCES FIGURE 2304.11.2.6(2) SIDING CLEARANCE AT CONCRETE PATIO |
| 1480 | FIGURE 2304.11.2.7 POST AND COLUMN PROTECTION |
| 1481 | FIGURE 2304.11.6 TERMITE INFESTATION PROBABILITY MAP |
| 1482 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS |
| 1483 | EQUATION 23-1 |
| 1484 | TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP EQUATION 23-2 |
| 1485 | SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 1488 | FIGURE 2306.1 CERTIFICATE OF CONFORMANCE |
| 1489 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 1491 | FIGURE 2306.2(1) HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING FIGURE 2306.2(2) STAGGERED NAILING |
| 1492 | 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 |
| 1493 | TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf |
| 1494 | 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 |
| 1495 | TABLE 2306.2(2)—continued 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 PINE FOR WIND OR SEISMIC LOADING |
| 1496 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 1497 | 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 SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 1498 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES |
| 1505 | FIGURE 2308.8.2 CUTTING, NOTCHING AND BORING JOISTS |
| 1506 | FIGURE 2308.8.3 FRAMING AROUND OPENING FIGURE 2308.8.4 JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS |
| 1507 | TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 1508 | TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 1509 | TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 1510 | TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 1511 | TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 1514 | FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 1515 | TABLE 2308.9.3(1) BRACED WALL PANELS TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING |
| 1516 | TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING TABLE 2308.9.3(5) HARDBOARD SIDING |
| 1517 | FIGURE 2308.9.3.1 ALTERNATIVE BRACED WALL PANELS—ONE-STORY |
| 1519 | FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING |
| 1520 | FIGURE 2308.9.5 HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS |
| 1521 | TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 1522 | TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 1523 | FIGURE 2308.9.5.2(1) STUDS AND HEADERS AROUND WALL OPENINGS FIGURE 2308.9.5.2(2) STUDS AND HEADERS AROUND WALL OPENINGS—BAY WINDOWS (Source: AF&PA Wood Frame Construction Manual for One- and Two-Family Dwellings, SBC High Wind Edition, 1995. |
| 1524 | TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS FIGURE 2308.9.6 HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS |
| 1525 | FIGURE 2308.9.10 CUTTING, NOTCHING AND BORED HOLES IN STUDS |
| 1527 | TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS |
| 1528 | FIGURE 2308.10.4 RAFTER END CUT AT RIDGE FIGURE 2308.10.4.1 RAFTER TIES |
| 1529 | TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240) |
| 1530 | TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240) |
| 1531 | TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 1532 | TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 1533 | 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/Δ = 180) |
| 1534 | TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1535 | TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 1536 | TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 1537 | 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/Δ = 180) |
| 1538 | TABLE 2308.10.3(3)— continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1539 | TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1540 | TABLE 2308.10.3(4)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1541 | TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 1542 | TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 1543 | TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 1544 | TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 1545 | FIGURE 2308.10.5 BRACED RAFTER CONSTRUCTION |
| 1546 | TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS |
| 1548 | TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 1549 | TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 1551 | FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS |
| 1553 | TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea) |
| 1556 | FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES |
| 1557 | FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 1558 | FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS BIBLIOGRAPHY |
| 1563 | CHAPTER 24: GLASS AND GLAZING |
| 1564 | SECTION 2401 GENERAL |
| 1565 | SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS FIGURE 2403.1 EXAMPLE IDENTIFYING MARK |
| 1567 | SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 |
| 1568 | EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 |
| 1569 | EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 |
| 1570 | EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 1572 | FIGURE 2405.3(1) FULLY TEMPERED GLAZING—30° MAXIMUM SLOPE |
| 1573 | FIGURE 2405.3(2) INACCESSIBLE AREA UNDER SLOPED GLAZING |
| 1574 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING |
| 1576 | 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 |
| 1577 | FIGURE 2406.4.1 EXAMPLES OF DOORS REQUIRING SAFETY GLAZING |
| 1578 | FIGURE 2406.4.2(1) SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS |
| 1579 | FIGURE 2406.4.2(2) SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL |
| 1580 | FIGURE 2406.4.2(3) SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL |
| 1581 | FIGURE 2406.4.3(1) FIXED OR OPERABLE GLAZED OPENING |
| 1582 | FIGURE 2406.4.3(2) HORIZONTAL RAIL AT GLAZED OPENINGS |
| 1583 | FIGURE 2406.4.3(3) ELEVATED GLAZED OPENINGS |
| 1584 | FIGURE 2406.4.5(1) SAFETY GLAZING AT WET SURFACES |
| 1585 | FIGURE 2406.4.5(2) GLAZING IN POOL ENCLOSURE SECTION 2407 GLASS IN HANDRAILS AND GUARDS |
| 1586 | FIGURE 2407.1 GLASS GUARDS |
| 1587 | SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 1588 | SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS BIBLIOGRAPHY |
| 1591 | CHAPTER 25: GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL |
| 1592 | SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION |
| 1593 | SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES FIGURE 2504.1.2(1) STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH |
| 1594 | FIGURE 2504.1.2(2) STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH SECTION 2505 SHEAR WALL CONSTRUCTION |
| 1595 | SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES |
| 1596 | SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES |
| 1597 | SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 1599 | TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 1600 | FIGURE 2508.5(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION FIGURE 2508.5(2) PARTITION SUPPORTED LATERALLY BY GYPSUM BOARD CEILING DIAPHRAGM |
| 1601 | FIGURE 2508.5.3 PERIMETER BLOCKING SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS |
| 1602 | SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 1603 | FIGURE 2510.5 THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL |
| 1605 | SECTION 2511 INTERIOR PLASTER |
| 1606 | TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION FIGURE 2511.1(1) THREE-COAT PLASTER ON INTERIOR STUD WALL |
| 1607 | FIGURE 2511.1(2) TWO-COAT PLASTER ON INTERIOR STUD WALL |
| 1608 | SECTION 2512 EXTERIOR PLASTER |
| 1609 | FIGURE 2512.1 THREE-COAT PLASTER ON EXTERIOR STUD WALL FIGURE 2512.1.2 WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE |
| 1611 | TABLE 2512.6 CEMENT PLASTERS |
| 1612 | SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 1613 | BIBLIOGRAPHY |
| 1615 | CHAPTER 26: PLASTIC |
| 1616 | SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 1617 | FIGURE 2603.1 FOAM PLASTIC COMPLIANCE |
| 1621 | FIGURE 2603.4.1.6 FOAM PLASTIC, ATTIC AND CRAWL SPACES |
| 1623 | FIGURE 2603.4.1.13 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER |
| 1626 | FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP |
| 1627 | SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER |
| 1628 | SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 1630 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 1631 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANEL |
| 1632 | FIGURE 2607.4 FLAME BARRIER SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING |
| 1633 | SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 1634 | FIGURE 2609.2 PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS |
| 1635 | FIGURE 2609.3 PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 1636 | SECTION 2610 LIGHT-TRANSMITTINGPLASTIC SKYLIGHT GLAZING |
| 1637 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS |
| 1638 | FIGURE 2611.3(1) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 1 SECTION 2612 FIBER-REINFORCED POLYMER |
| 1639 | FIGURE 2611.3(2) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 2 |
| 1641 | SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION BIBLIOGRAPHY |
| 1643 | CHAPTER 27: ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 1645 | BIBLIOGRAPHY |
| 1647 | CHAPTER 28: MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 1648 | FIGURE 2801.1 EXAMPLE LABELS BIBLIOGRAPHY |
| 1649 | CHAPTER 29: PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES |
| 1651 | TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES |
| 1652 | TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES |
| 1653 | TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES |
| 1656 | TABLE 2902.1.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 |
| 1657 | TABLE 2902.1.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 |
| 1659 | TABLE 2902.1.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 |
| 1661 | TABLE 2902.1.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4 |
| 1662 | FIGURE 2902.3(1) RESTAURANT ENTRY SIGN |
| 1663 | FIGURE 2902.3(2) CUSTOMER TOILET ACCESS |
| 1664 | FIGURE 2902.3.1 WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING |
| 1666 | BIBLIOGRAPHY CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS |
| 1667 | SECTION 3001 GENERAL |
| 1668 | SECTION 3002 HOISTWAY ENCLOSURES |
| 1670 | FIGURE 3002.3 ELEVATOR CORRIDOR CALL STATION PICTOGRAPH |
| 1671 | FIGURE 3002.4(a) EXAMPLES–ELEVATOR CAR SIZING—3,500 lb PASSENGER ELEVATOR |
| 1672 | FIGURE 3002.4(b) EXAMPLES–ELEVATOR CAR SIZING—4,000 lb PASSENGER ELEVATOR FIGURE 3002.6 ADDITIONAL DOOR IN FRONT OF HOISTWAY |
| 1673 | SECTION 3003 EMERGENCY OPERATIONS |
| 1674 | SECTION 3004 HOISTWAY VENTING |
| 1675 | FIGURE 3004.1 STACK EFFECT |
| 1676 | FIGURE 3004.3 SIZING OF VENT AREA SECTION 3005 CONVEYING SYSTEMS |
| 1677 | FIGURE 3005.2.1 DRAFT AND SPRINKLER WATER CURTAIN |
| 1678 | SECTION 3006 MACHINE ROOMS |
| 1679 | FIGURE 3006.4 EXCEPTIONS MACHINE ROOM FIRE RESISTANCE |
| 1680 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 1681 | TABLE 3007.4 LOBBY COMPARISON TABLE—FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS |
| 1683 | FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL |
| 1684 | SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 1690 | BIBLIOGRAPHY |
| 1691 | CHAPTER 31: SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 1694 | FIGURE 3102.6.1 NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION |
| 1696 | SECTION 3103 TEMPORARY STRUCTURES |
| 1697 | SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS FIGURE 3104 EXAMPLE—PEDESTRIAN WALKWAY |
| 1698 | FIGURE 3104.5 PEDESTRIAN WALKWAY—BUILDING INTERFACE |
| 1700 | FIGURE 3104.10 TUNNELED WALKWAY SECTION 3105 AWNINGS AND CANOPIES |
| 1701 | FIGURE 3105(1) EXAMPLE—CANOPY FIGURE 3105(2) EXAMPLE OF CANOPY STRUCTURE FIGURE 3105(3) EXAMPLE—AWNING |
| 1702 | SECTION 3106 MARQUEES FIGURE 3106(1) EXAMPLE—MARQUEE FIGURE 3106(2) EXAMPLE—MARQUEE |
| 1703 | FIGURE 3106.2 PERMISSIBLE PROJECTION, HEIGHT AND CLEARANCES FOR MARQUEES |
| 1704 | SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS |
| 1705 | SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES |
| 1706 | FIGURE 3109.4.1 OPENING LIMITATIONS FIGURE 3109.4.1.1 BARRIER OPENINGS |
| 1707 | FIGURE 3109.4.1.3 PRIVATE SWIMMING POOL BARRIER CONSTRUCTION FIGURE 3109.4.1.5 CHAIN-LINK FENCE MESH FORPRIVATE SWIMMING POOLS |
| 1709 | SECTION 3110 AUTOMATIC VEHICULAR GATES |
| 1710 | SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES BIBLIOGRAPHY |
| 1711 | CHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL |
| 1712 | SECTION 3202 ENCROACHMENTS FIGURE 3202.1.1 ENCROACHMENT BELOW GRADE FIGURE 3202.1.3 AREAWAYS |
| 1713 | FIGURE 3202.2.1 STEPS |
| 1714 | FIGURE 3202.2.3 AWNINGS |
| 1715 | FIGURE 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND SIGNS 8 FEET OR MORE ABOVE GRADE FIGURE 3202.3.2 WINDOWS, BALCONIES, ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT |
| 1717 | CHAPTER 33: SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS |
| 1718 | SECTION 3303 DEMOLITION |
| 1719 | SECTION 3304 SITE WORK SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS |
| 1720 | TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 1722 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY |
| 1723 | SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES |
| 1724 | SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION BIBLIOGRAPHY |
| 1725 | CHAPTER 34: EXISTING STRUCTURES |
| 1726 | SECTION 3401 GENERAL |
| 1728 | SECTION 3402 DEFINITIONS SECTION 3403 ADDITIONS |
| 1729 | FIGURE 3403.1 EXISTING BUILDING WITH ADDITION |
| 1730 | SECTION 3404 ALTERATIONS |
| 1732 | SECTION 3405 REPAIRS |
| 1735 | SECTION 3406 FIRE ESCAPES |
| 1737 | SECTION 3407 GLASS REPLACEMENT SECTION 3408 CHANGE OF OCCUPANCY |
| 1738 | SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS |
| 1744 | TABLE 3411.8.5 RAMPS |
| 1747 | SECTION 3412 COMPLIANCE ALTERNATIVES |
| 1751 | EQUATION 34-1 EQUATION 34-2 |
| 1752 | EQUATION 34-3 |
| 1753 | EQUATION 34-4 FIGURE 3412.6.2.2(1) ALLOWABLE AREA—SINGLE OCCUPANCY BUILDING |
| 1754 | FIGURE 3412.6.2.2(2) ALLOWABLE AREA—MIXED OCCUPANCY BUILDING |
| 1756 | TABLE 3412.6.3 COMPARTMENTATION VALUES |
| 1757 | TABLE 3412.6.4 SEPARATION VALUES FIGURE 3412.6.4.1(1) DWELLING UNIT SEPARATION |
| 1758 | FIGURE 3412.6.4.1(2) TENANT SEPARATION |
| 1759 | TABLE 3412.6.5 CORRIDOR WALL VALUES FIGURE 3412.6.5(1) CORRIDOR WALL VALUES—CATEGORY |
| 1760 | FIGURE 3412.6.5(2) CORRIDOR WALL VALUES—CATEGORY TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE |
| 1761 | TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 34-5 |
| 1762 | TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES |
| 1763 | TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES |
| 1764 | TABLE 3412.6.10 SMOKE CONTROL VALUES |
| 1766 | FIGURE 3412.6.11(1) MEANS OF EGRESS VALUES—CATEGORY |
| 1767 | TABLE 3412.6.11 MEANS OF EGRESS VALUES FIGURE 3412.6.11(2) MEANS OF EGRESS VALUES—CATEGORY |
| 1768 | TABLE 3412.6.12 DEAD-END VALUES |
| 1769 | FIGURE 3412.6.12.1(1) TYPICAL DEAD-END CORRIDOR FIGURE 3412.6.12.1(2) DEAD-END VALUES—CATEGORY FIGURE 3412.6.12.1(3) DEAD-END VALUES—CATEGORY |
| 1770 | EQUATION 34-6 FIGURE 3412.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP S-1 |
| 1771 | FIGURE 3412.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP B FIGURE 3412.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP R TABLE 3412.6.14 ELEVATOR CONTROL VALUES |
| 1772 | TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES |
| 1773 | TABLE 3412.6.16 MIXED OCCUPANCY VALUES |
| 1775 | TABLE 3412.6.17 SPRINKLER SYSTEM VALUES |
| 1776 | TABLE 3412.6.18 STANDPIPE SYSTEM VALUES |
| 1778 | TABLE 3412.6.19 INCIDENTAL USE AREA VALUES |
| 1779 | TABLE 3412.7 SUMMARY SHEET—BUILDING CODE |
| 1780 | TABLE 3412.8 MANDATORY SAFETY SCORES TABLE 3412.9 EVALUATION FORMULAS |
| 1781 | TABLE 3412.9 EVALUATION FORMULAS BIBLIOGRAPHY |
| 1783 | CHAPTER 35: REFERENCED STANDARDS |
| 1784 | FIGURE 35 REFERENCED STANDARDS |
| 1785 | AA AAMA ACI |
| 1786 | AF&PA AISC AISI |
| 1787 | AITC ALI AMCA ANSI |
| 1788 | APA APSP |
| 1789 | ASABE ASCE/SEI ASME |
| 1790 | ASTM |
| 1796 | AWCI AWPA AWS BHMA |
| 1797 | CGSB CPA CPSC CSA |
| 1798 | CSSB DASMA DOC DOJ |
| 1799 | DOL DOTn EN FEMA FM |
| 1800 | GA HPVA HUD ICC |
| 1801 | ISO NAAMM |
| 1802 | NCMA NFPA |
| 1803 | PCI PTI |
| 1804 | RMI SDI SJI SPRI TIA |
| 1805 | TMS TPI UL |
| 1806 | ULC |
| 1807 | USC WDMA WRI |
| 1809 | APPENDIX EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS |
| 1810 | SECTION A102 REFERENCED STANDARDS |
| 1811 | APPENDIX B: BOARD OF APPEALS SECTION B101 GENERAL |
| 1815 | APPENDIX C: GROUP U-AGRICULTURAL BUILDINGS SECTION C101 GENERAL |
| 1816 | 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 |
| 1817 | SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS |
| 1819 | APPENDIX D: FIRE DISTRICTS SECTION D101 GENERAL |
| 1820 | FIGURE D101.2.1 EXAMPLE OF FIRE DISTRICTS |
| 1821 | FIGURE D101.2.2 BUFFER ZONES SECTION D102 BUILDING RESTRICTIONS |
| 1822 | FIGURE D101.2.3 ADDING ADJACENT BLOCKS |
| 1824 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT |
| 1825 | FIGURE D104 BUILDINGS PARTIALLY WITHIN FIRE DISTRICTS SECTION D106 REFERENCED STANDARDS BIBLIOGRAPHY |
| 1827 | APPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS |
| 1828 | SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES |
| 1829 | TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES |
| 1830 | SECTION E105 OTHER FEATURES AND FACILITIES |
| 1831 | SECTION E106 TELEPHONES |
| 1832 | TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES |
| 1833 | SECTION E107 SIGNAGE |
| 1834 | SECTION E108 BUS STOPS |
| 1835 | SECTION E109 TRANSPORTATION FACILITIES AND STATIONS |
| 1837 | SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS BIBLIOGRAPHY |
| 1839 | APPENDIX F: RODENTPROOFING SECTION F101 GENERAL |
| 1841 | APPENDIX G: FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION |
| 1842 | SECTION G102 APPLICABILITY |
| 1843 | SECTION G103 POWERS AND DUTIES |
| 1845 | SECTION G104 PERMITS |
| 1846 | SECTION G105 VARIANCES |
| 1849 | SECTION G201 DEFINITIONS |
| 1850 | SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT |
| 1851 | SECTION G501 MANUFACTURED HOMES |
| 1852 | SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS |
| 1853 | SECTION G801 OTHER BUILDING WORK |
| 1854 | SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U |
| 1855 | SECTION G1101 REFERENCED STANDARDS BIBLIOGRAPHY |
| 1857 | APPENDIX H: SIGNS SECTION H101 GENERAL |
| 1858 | SECTION H102 DEFINITIONS |
| 1859 | SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION |
| 1860 | SECTION H106 ELECTRICAL |
| 1861 | SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS |
| 1862 | SECTION H110 ROOF SIGNS |
| 1863 | SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS |
| 1864 | FIGURE H112.5 ADDITIONAL SIGN LOADS |
| 1865 | SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS |
| 1866 | TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS |
| 1867 | APPENDIX I: PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR WALLS AND OPENINGS |
| 1868 | FIGURE I102.1 PATIO COVERS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 1869 | APPENDIX J: GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS |
| 1870 | SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS |
| 1871 | SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS |
| 1872 | SECTION J107 FILLS FIGURE J107.3 BENCHING DETAILS |
| 1873 | SECTION J108 SETBACKS FIGURE J108.1 DRAINAGE DIMENSIONS |
| 1874 | SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL |
| 1875 | SECTION J111 REFERENCED STANDARDS BIBLIOGRAPHY |
| 1877 | APPENDIX K: ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS |
| 1878 | SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION |
| 1879 | SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS |
| 1881 | APPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL |
| 1883 | APPENDIX M: TSUNAMI-GENERATED FLOOD HAZARD |
| 1884 | SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD |
| 1886 | SECTION M102 REFERENCED STANDARDS BIBLIOGRAPHY |
| 1887 | INDEX |
| 1925 | COMMITTED TO BUILDING A GREEN AND SUSTAINABLE WORLD |
| 1926 | ICC EVALUATION SERVICE |
| 1927 | MEMBERSHIP BENEFITS |
| 1928 | VALUABLE GUIDES TO CHANGES IN THE 2012 I-CODES® |
