ICC IBC Commentary Vol 1 2nd 2015
$100.21
International Building Code and Commentary Volume 1
| Published By | Publication Date | Number of Pages |
| ICC | 2015 | 1217 |
A practical tool that helps you to master the code you deal with every day! This comprehensive publication provides a convenient reference for regulations in chapters 1 through 15 of the 2015 International Building Code® (IBC®).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2015 IBC® CODE AND COMMENTARY VOLUME 1 |
| 2 | 2015 IBC® CODE AND COMMENTARY VOLUME 1 TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 5 | S.I. CONVERSION CHART FOR ENGLISH UNITS |
| 6 | TABLE OF CONTENTS |
| 8 | CHAPTER 1: SCOPE AND ADMINISTRATION GENERAL COMMENTS |
| 9 | PURPOSE PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL |
| 11 | SECTION 102 APPLICABILITY |
| 13 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL |
| 18 | SECTION 105 PERMITS |
| 21 | SECTION 106 FLOOR AND ROOF DESIGN LOADS |
| 22 | SECTION 107 SUBMITTAL DOCUMENTS |
| 26 | SECTION 108 TEMPORARY STRUCTURES AND USES |
| 27 | SECTION 109 FEES SECTION 110 INSPECTIONS |
| 30 | SECTION 111 CERTIFICATE OF OCCUPANCY |
| 31 | SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALS |
| 32 | SECTION 114 VIOLATIONS |
| 33 | SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT |
| 34 | BIBLIOGRAPHY |
| 36 | CHAPTER 2: DEFINITIONS GENERAL COMMENTS PURPOSE SECTION 201 GENERAL |
| 37 | SECTION 202 DEFINITIONS |
| 40 | FIGURE: 202(1) AISLES AND AISLE ACCESSWAYS |
| 41 | FIGURE: 202(2) COVERED MALL BUILDING |
| 42 | FIGURE: 202(3) EXAMPLE OF ANNULAR SPACE |
| 43 | FIGURE: 202(4) GROSS CROSS-SECTIONAL AREA FOR SINGLE-WYTHE WALL UNDER LOAD |
| 44 | FIGURE: 202(5) BUILDING AREA-PROJECTED |
| 46 | FIGURE: 202(6) BALANCED DOOR |
| 48 | FIGURE: 202(7) STORY ABOVE GRADE AND BASEMENTS |
| 49 | FIGURE: 202(8) MASONRY CONSTRUCTION TERMS |
| 50 | FIGURE: 202(9) GROUP R-2 BOARDING HOUSE (OCCUPANTS PRIMARILY NONTRANSIENT) |
| 65 | FIGURE: 202(10) SPECIFIED AND NOMINAL DIMENSIONS FOR NOMINAL 8 X 8 X 16 CONCRETE MASONRY UNITS |
| 66 | FIGURE: 202(11) GROUP R-2 DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) |
| 67 | FIGURE 202(12) EXAMPLE OF DRAFTSTOPPING FIGURE 202(13) EXAMPLE OF DRAFTSTOPPING |
| 71 | FIGURE: 202(14) EXIT |
| 72 | FIGURE: 202(15) EXIT ACCESS FIGURE: 202(16) EXIT DISCHARGE |
| 73 | FIGURE 202(17) EXIT DISCHARGE, LEVEL OF |
| 77 | FIGURE 202(18) EXAMPLE OF FIRE BARRIER |
| 80 | FIGURE: 202(19) EXAMPLES OF FIRE-RESISTANT JOINT SYSTEMS |
| 81 | FIGURE 202(20) FIRE SEPARATION DISTANCE MEASURE TO AN INTERIOR LOT LINE FIGURE 202(21) FIRE SEPARATION DISTANCE MEASURED TO THE CENTERLINE OF ADJOINING STREET |
| 82 | FIGURE: 202(22) FIRE SEPARATION DISTANCE MEASURED TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT |
| 88 | FIGURE: 202(23) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE SLOPES UNIFORMLY ALONG THE ENTIRE LENGTH OF THE EXTERIOR WALLS |
| 89 | FIGURE: 202(24) DETERMINATION OF GRADE PLANE ELEVATIONS WHERE GRADE AND EXTERIOR WALLS ARE IRREGULAR FIGURE: 202(25) DETERMINATION OF GRADE PLANE WHERE GRADE SLOPES AWAY FROM THE EXTERIOR WALL |
| 90 | FIGURE 202(26) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE DOES NOT SLOPE UNIFORMLY ALONG THE LENGTH OF THE EXTERIOR WALLS |
| 93 | FIGURE: 202(27) BUILDING HEIGHT |
| 94 | FIGURE: 202(28) HIGH-RISE BUILDING |
| 95 | FIGURE: 202(29) EXAMPLES OF HORIZONTAL ASSEMBLIES |
| 96 | FIGURE: 202(30) HORIZONTAL EXIT |
| 102 | FIGURE 202(31) LOW-ENERGY POWER-OPERATED DOOR— SINGLE LEAF WITH REMOTE PLATE FIGURE: 202(32) LOW-ENERGY POWER-OPERATED DOOR— DUAL ACTION, DOUBLE LEAF SWINGING TYPE FIGURE: 202(33) LOW-ENERGY POWER-OPERATED DOOR— DOUBLE LEAF SLIDING TYPE SLIDING TYPE |
| 105 | FIGURE: 202(34) EXAMPLES OF SINGLE MEMBRANCE PENETRATION |
| 118 | FIGURE: 202(35) RUNNING BOND MASONRY |
| 122 | FIGURE: 202(36) SMOKE BARRIER |
| 132 | FIGURE: 202(37) EXAMPLES OF THROUGH PENETRATION FIRESTOP SYSTEMS |
| 140 | BIBLIOGRAPHY |
| 144 | CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION GENERAL COMMENTS PURPOSE |
| 145 | SECTION 301 GENERAL SECTION 302 CLASSIFICATION |
| 146 | FIGURE 302.1 GROUP CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
| 147 | FIGURE 303.1.2(1) ACCESSORY ASSEMBLY USE LIMITED BY OCCUPANT LOAD |
| 148 | FIGURE 303.2(1) GROUP A-1 FIGURE 303.1.2 (2) ACCESSORY ASSEMBLY USE GREATER THAN 10% OF FLOOR AREA BUT LESS THAN 750 SQ. FT. |
| 149 | FIGURE 303.2(2) GROUP A-1 |
| 150 | FIGURE 303.3 GROUP A-2 |
| 152 | SECTION 304 BUSINESS GROUP B |
| 153 | SECTION 305 EDUCATIONAL GROUP E |
| 154 | SECTION 306 FACTORY GROUP F |
| 156 | SECTION 307 HIGH-HAZARD GROUP H |
| 161 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 162 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 163 | [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD |
| 166 | SECTION 308 INSTITUTIONAL GROUP |
| 167 | FIGURE 308.1 OCCUPANCY CLASSIFICATION OF CARE FACILITIES |
| 170 | FIGURE 308.4(1) GROUP I-2—HOSPITAL |
| 171 | FIGURE 308.4(2)GROUP I-2—NURSING HOME |
| 172 | FIGURE 308.5 GROUP I-3 OCCUPANCY CONDITIONS |
| 173 | FIGURE 308.5.1 CONDITION 1 FIGURE 308.5.2 CONDITION 2 |
| 174 | FIGURE 308.5.3 CONDITION 3 |
| 175 | FIGURE 308.5.4 CONDITION 4 |
| 176 | FIGURE 308.5.5 CONDITION 5 |
| 177 | SECTION 309 MERCANTILE GROUP M |
| 178 | FIGURE 309.1(1) GROUP M—DEPARTMENT STORE FIGURE 309.1(2) GROUP M—SELF SERVICE GAS STATION (NO REPAIR IS DONE) |
| 179 | SECTION 310 RESIDENTIAL GROUP R |
| 181 | FIGURE 310.3 GROUP R-1—HOTEL OCCUPANTS PRIMARILY TRANSIENT) |
| 182 | FIGURE 310.4(1) GROUP R-2—APARTMENTS (OCCUPANTS PRIMARILY NONTRANSIENT) |
| 183 | FIGURE 310.4(2) GROUP R-2—DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) |
| 184 | FIGURE 310.5(1) GROUP R-3—MIXED OCCUPANCY BUILDING |
| 185 | FIGURE 310.5(2) GROUP R-3—MIXED OCCUPANCY BUILDING SECTION 311 STORAGE GROUP S |
| 187 | FIGURE 311.2 GROUP S-1—REPAIR GARAGES |
| 188 | FIGURE 311.3 GROUP S-2—ENCLOSED PARKING GARAGE SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 189 | BIBLIOGRAPHY |
| 190 | CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY GENERAL COMMENTS PURPOSE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 191 | FIGURE 402.1 COVERED MALL BUILDING |
| 193 | FIGURE 402.1.2 OPEN MALL PERIMETER |
| 194 | FIGURE 402.4 TENANT SPACE AND ANCHOR BUILDING SEPARATIONS |
| 197 | FIGURE 402.4.3 MINIMUM WIDTH OF OPEN MALL |
| 200 | FIGURE 402.6.4 STOREFRONT SIGNAGE WITH PLASTIC SIGNS |
| 202 | FIGURE 402.8 MEANS OF EGRESS |
| 203 | EQUATION 4-1 FIGURE 402.8.1.1 COVERED MALL MINIMUM WIDTH |
| 206 | SECTION 403 HIGH-RISE BUILDINGS |
| 207 | FIGURE 403.1(1) HIGH-RISE BUILDINGS |
| 209 | FIGURE 403.1(2) HIGH-RISE BUILDINGS—STACK EFFECT |
| 210 | FIGURE 403.1(3) HIGH-RISE BUILDINGS—EVACUATION TIMES |
| 211 | TABLE 403.2.4 MINIMUM BOND STRENGTH |
| 217 | FIGURE 403.5.1 HIGH-RISE BUILDINGS: REMOTENESS OF INTERIOR EXIT STAIRWAY ENCLOSURES |
| 220 | FIGURE 403.6.1 HIGH-RISE BUILDINGS: FIRE SERVICE ACCESS ELEVATORS |
| 221 | SECTION 404 ATRIUMS |
| 224 | FIGURE 404.6(1) ENCLOSURE OF ATRIUMS (EXCEPTION 1) |
| 225 | FIGURE 404.6(2) ENCLOSURE OF ATRIUMS (EXCEPTION 3) |
| 226 | SECTION 405 UNDERGROUND BUILDINGS |
| 227 | FIGURE 405.1 EXAMPLES OF UNDERGROUND BUILDINGS |
| 228 | FIGURE 405.4 EXAMPLE OF COMPARTMENTATION, ELEVATOR PROTECTION AND EGRESS OF AN UNDERGROUND BUILDING |
| 229 | FIGURE 405.4.1 EXAMPLE OF HORIZONTAL COMPARTMENTATION |
| 232 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 237 | FIGURE 406.5.2 TWO-STORY OPEN PARKING GARAGE |
| 238 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 242 | SECTION 407 GROUP I-2 |
| 244 | FIGURE 407.2.1 GROUP I-2: WAITING ROOMS AND SIMILAR AREAS |
| 245 | FIGURE 407.2.2 GROUP I-2: CARE PROVIDERS’ STATION |
| 246 | FIGURE 407.2.5 NURSING HOME HOUSING UNIT |
| 247 | FIGURE 407.2.6(1) NURSING HOME WITH OPEN-PLAN KITCHEN |
| 248 | FIGURE 407.3 GROUP I-2: CORRIDOR WALLS FIGURE 407.2.6(2) NURSING HOME HOUSING UNIT FLOOR PLAN |
| 251 | FIGURE 407.4.4 GROUP I-2 EXAMPLE OF SUITE |
| 253 | FIGURE 407.5 GROUP I-2: SMOKE BARRIER |
| 255 | FIGURE 407.5.2(1) ACCEPTABLE EGRESS ARRANGEMENT FIGURE 407.5.2(2) UNACCEPTABLE EGRESS ARRANGEMENT |
| 257 | SECTION 408 GROUP I-3 |
| 258 | FIGURE 408.1 GROUP I-3: OCCUPANCY CONDITIONS |
| 261 | FIGURE 408.4.1 GROUP I-3: MANUAL RELEASE |
| 263 | FIGURE 408.5(1) GROUP I-3: VERTICAL OPENINGS FIGURE 408.5(2) GROUP I-3: VERTICAL OPENINGS |
| 265 | FIGURE 408.6.1 GROUP I-3: SMOKE COMPARTMENTS FIGURE 408.6.2 GROUP I-3: REFUGE AREA |
| 267 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 269 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 275 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS |
| 277 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES |
| 278 | TABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 281 | [F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 284 | TABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE |
| 285 | SECTION 413 COMBUSTIBLE STORAGE |
| 286 | SECTION 414 HAZARDOUS MATERIALS |
| 287 | FIGURE 414.2 CONTROL AREAS |
| 288 | [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 289 | FIGURE 414.2.2 CONTROL AREAS |
| 291 | [F] 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 |
| 292 | [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA |
| 294 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 296 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 299 | [F] TABLE 415.6.2 DETACHED BUILDING REQUIRED |
| 305 | [F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 309 | FIGURE 415.11.2 ALLOWABLE HPM CORRIDOR ARRANGEMENTS |
| 316 | FIGURE 415.11.11.1 CROSS-SECTIONAL DIAMETERS OF VARIOUS-SHAPED DUCTS |
| 317 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES |
| 318 | SECTION 417 DRYING ROOMS |
| 319 | SECTION 418 ORGANIC COATINGS |
| 320 | SECTION 419 LIVE/WORK UNITS |
| 322 | SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 |
| 324 | SECTION 421 HYDROGEN FUEL GAS ROOMS |
| 326 | SECTION 422 AMBULATORY CARE FACIILITIES |
| 328 | SECTION 423 STORM SHELTERS |
| 329 | FIGURE 423.3 SHELTER DESIGN WIND SPEEDS FOR TORNADOES |
| 330 | SECTION 424 CHILDREN’S PLAY STRUCTURES |
| 331 | SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE |
| 332 | BIBLIOGRAPHY |
| 336 | CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS GENERAL COMMENTS PURPOSE |
| 337 | SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS |
| 339 | FIGURE 503.1.2(1) BUILDINGS ON SAME LOT |
| 340 | FIGURE 503.1.2(2) TWO BUILDINGS ON SAME LOT CREATED BY FIRE WALL SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES |
| 342 | TABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE |
| 343 | SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 344 | TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 345 | TABLE 504.4a, b—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 348 | SECTION 506 BUILDING AREA |
| 349 | EQUATION 5-1 |
| 350 | TABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 351 | TABLE 506.2a, b—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 352 | TABLE 506.2a,b—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 353 | EQUATION 5-2 |
| 354 | EQUATION 5-3 |
| 356 | FIGURE 506.3.1(1) FRONTAGE INCREASE—FIRE WALL FIGURE 506.3.1(2) ACCESS TO OPEN SPACE |
| 357 | FIGURE 506.3.1(3) ACCESS TO OPEN SPACE EQUATION 5-4 FIGURE 506.3.2(1) FRONTAGE INCREASE—THREE SIDES |
| 358 | EQUATION 5-5 FIGURE 506.3.2(2) FRONTAGE INCREASE—FOUR SIDES FIGURE 506.3.3 FRONTAGE INCREASE |
| 359 | SECTION 507 UNLIMITED AREA BUILDINGS |
| 360 | FIGURE 507.2 REQUIRED SEPARATION FOR UNLIMITED AREA BUILDINGS |
| 364 | FIGURE 507.8.1.1 USE GROUP H-2 NOT LOCATED AT THE PERIMETER OF AN UNLIMITED AREA BUILDING |
| 365 | 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 |
| 367 | SECTION 508 MIXED USE AND OCCUPANCY |
| 369 | FIGURE 508.2.3(1) ACCESSORY USES LIMITED BY FLOOR AREA FIGURE 508.2.3(2) ACCESSORY USES LIMITED BY TABULAR A |
| 370 | FIGURE 508.3 NONSEPARATED USES |
| 374 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) |
| 376 | FIGURE 508.4.4.1(1) SEPARATED OCCUPANCIES—EXAMPLE 1 |
| 377 | FIGURE 508.4.4.1(2) SEPARATED OCCUPANCIES—EXAMPLE 1: LOCATION ON STORIES |
| 378 | FIGURE 508.4.4.1(3) SEPARATED OCCUPANCIES—EXAMPLE 2 |
| 379 | FIGURE 508.4.4.1(4) SEPARATED OCCUPANCIES—EXAMPLE 3 |
| 380 | SECTION 509 INCIDENTAL USES |
| 381 | TABLE 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS |
| 383 | FIGURE 510.2 HORIZONTAL BUILDING SEPARATION |
| 385 | FIGURE 510.4 EXAMPLE R-1 OVER ENCLOSED PARKING |
| 386 | FIGURE 510.5 EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE |
| 387 | FIGURE 510.6 EXAMPLE TYPE IIA, GROUP R-2 HEIGHT INCREASE |
| 388 | FIGURE 510.7 OPEN PARKING BELOW OTHER GROUPS |
| 390 | FIGURE 510.8 EXAMPLE OF S-2 PARKING OVER GROUP B AND M OCCUPANCIES FIGURE 510.9 MULTIPLE SEPARATE BUILDINGS |
| 392 | CHAPTER 6: TYPES OF CONSTRUCTION GENERAL COMMENTS PURPOSE SECTION 601 GENERAL |
| 393 | TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS |
| 394 | FIGURE 601(1) PROTECTION OF SECONDARY MEMBERS |
| 395 | FIGURE 601(2) PROTECTION OF ROOF CONSTRUCTION |
| 396 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FIGURE 602(1) DETERMINING FIRE SEPARATION DISTANCE |
| 397 | SECTION 602 CONSTRUCTION CLASSIFICATION FIGURE 602(2) DETERMINING FIRE SEPARATION DISTANCE FOR MULTISTORY BUILDINGS |
| 399 | FIGURE 602.2 EXAMPLES OF TYPE I AND II CONSTRUCTION FIGURE 602.3 EXAMPLE OF TYPE III CONSTRUCTION |
| 400 | TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES |
| 401 | FIGURE 602.4.1(1) HEAVY TIMBER—FLOOR BEAM AND COLUMN FRAMING |
| 402 | FIGURE 602.4.1(2) COLUMN/FLOOR BEAM CONNECTIONS American Institute for Timber Construction |
| 403 | FIGURE 602.4.3(1) SPACED MEMBERS WITH COVER PLATE FIGURE 602.4.3(2) SOLID BLOCKING OF SPACED MEMBERS |
| 404 | FIGURE 602.4.4(1) CONCEALED SPACES |
| 405 | FIGURE 602.4.4(2) HEAVY TIMBER FLOORING |
| 406 | FIGURE 602.5 EXAMPLE OF TYPE V CONSTRUCTION SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION |
| 409 | BIBLIOGRAPHY |
| 410 | CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES GENERAL COMMENTS SECTION 701 GENERAL |
| 411 | SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 412 | FIGURE 703.2 STANDARD TIME-TEMPERATURE CURVE |
| 417 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 418 | FIGURE 704.2 COLUMN PROTECTION FIGURE 704.3 INDIVIDUAL FIRE PROTECTION METHOD |
| 419 | FIGURE 704.4.2 MEMBRANE FIRE PROTECTION METHOD |
| 422 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 423 | FIGURE 705.2 PROJECTIONS FROM EXTERIOR WALLS |
| 425 | FIGURE 705.3 R-2 WITH S-2 PARKING GARAGE |
| 426 | FIGURE 705.6 TYPE IIB AND VB EXTERIOR FIRE-RESISTANCE-RATED WALL CONTINUITY AND STRUCTURAL STABILITY EQUATION 7-1 |
| 427 | FIGURE 705.7 EQUIVALENT OPENING FACTOR |
| 428 | FIGURE 705.7, EXAMPLE 705.7 ELEVATION OF EXTERIOR WALL |
| 429 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 430 | EQUATION 7-2 FIGURE 705.8.1 EXAMPLES OF PERMITTED UNLIMITED OPENING AREA IN THE FIRST STORY |
| 431 | FIGURE705.8.5(1) EXTERIOR WALL VERTICAL FLAME BARRIER |
| 432 | FIGURE 705.8.5(2) EXTERIOR WALL HORIZONTAL FLAME BARRIER |
| 433 | FIGURE 705.8.6 VERTICAL FIRE EXPOSURE OF ADJACENT BUILDING |
| 435 | FIGURE 705.11.1(1) PARAPET WALL EXTENSION WITH SLOPING 100% ROOF AND NONSPRINKLERED BUILDING SECTION 706 FIRE WALLS |
| 436 | FIGURE 705.11.1(2) PARAPET WALL EXTENSION WITH SLOPING ROOF SPRINKLERED BUILDING |
| 437 | FIGURE 706.2(1) DETAILS OF MASONRY FIRE WALL FOR STABILITY |
| 438 | FIGURE 706.2(2) DETAILS OF GYPSUM BOARD AREA SEPARATION WALLS (FIREWALL) |
| 439 | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS FIGURE 706.4(1) RELATIONSHIP BETWEEN FUEL LOAD AND FIRE ENDURANCE FIGURE 706.4(2) OCCUPANCIES—FUEL LOAD-FIRE SEVERITY |
| 441 | FIGURE 706.5.1(1) EXAMPLE OF METHOD 1 |
| 442 | FIGURE 706.5.1(2) EXAMPLE OF METHOD 2 |
| 443 | FIGURE 706.5.1(3) EXAMPLE OF METHOD 2 |
| 444 | FIGURE 706.6 GENERIC FIRE WALL EXAMPLE |
| 446 | FIGURE 706.6.1(1) FIRE WALLS—STEPPED BUILDINGS FIGURE 706.6.1(2) FIRE WALLS—STEPPED BUILDINGS |
| 447 | FIGURE 706.6.1(3) FIRE WALLS—EXTENSION EXCEPTION FIGURE 706.6.2 FIRE WALL EXTENSION AT SLOPING ROOF |
| 448 | SECTION 707 FIRE BARRIERS |
| 450 | TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 451 | FIGURE 707.5 CONTINUITY OF FIRE BARRIERS |
| 453 | SECTION 708 FIRE PARTITIONS |
| 455 | FIGURE 708.4(1) CONTINUITY OF FIRE PARTITIONS FIGURE 708.4(2)(A) FIRE PARTITION CONTINUITY |
| 456 | FIGURE 708.4(2)(B) FIRE PARTITION CONTINUITY |
| 457 | FIGURE 708.4(2)(C) FIRE PARTITION CONTINUITY |
| 458 | SECTION 709 SMOKE BARRIERS |
| 461 | FIGURE 709.5 ACCEPTABLE MEETING EDGES OF DOUBLE MEANS OF EGRESS DOORS SECTION 710 SMOKE PARTITIONS |
| 463 | SECTION 711 HORIZONTAL ASSEMBLIES |
| 466 | FIGURE 711.2.5 CEILING PANELS USED IN FIRE-RESISTANCE-RATED ASSEMBLIES FIGURE 711.2.6(1) UNUSABLE SPACE ABOVE A FIRE-RESISTANCE-RATED ASSEMBLY |
| 467 | SECTION 712 VERTICAL OPENINGS FIGURE 711.2.6(2) UNUSABLE SPACE BELOW A FIRE-RESISTANCE-RATED ASSEMBLY |
| 468 | FIGURE 712.1.3.1 SHAFT ENCLOSURE—DRAFT CURTAIN EXCEPTION |
| 469 | FIGURE 712.1.3.2 SHAFT ENCLOSURE—SHUTTERS EXCEPTION |
| 470 | FIGURE 712.1.9 TWO-STORY SHAFT ENCLOSURE EXCEPTION |
| 472 | SECTION 713 SHAFT ENCLOSURES |
| 473 | FIGURE 713.4 VERTICAL SHAFTS—FIRE-RESISTANCE RATING FIGURE 713.7 PROTECTED OPENING IN SHAFT ENCLOSURE |
| 475 | FIGURE 713.11(1) VERTICAL SHAFTS—BOTTOM ENCLOSURES METHOD 1 FIGURE 713.11(2) VERTICAL SHAFTS—BOTTOM ENCLOSURE ROOM METHOD 2 |
| 476 | 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 |
| 477 | FIGURE713.11(5) VERTICAL SHAFTS—BOTTOM ENCLOSURE EXCEPTION 3 FIGURE 713.12 VERTICAL SHAFTS—TOP ENCLOSURE AT FLOOR |
| 479 | FIGURE 713.13.3 REFUSE CHUTE (FIRE BARRIER OPTION) SECTION 714 PENETRATIONS |
| 481 | FIGURE 714.3.1(1) VERTICAL SHAFTS—COMBUSTIBLE PENETRATIONS |
| 482 | FIGURE 714.3.1(2) COMBUSTIBLE PIPE PENETRATION OF FIRE-RESISTANCE-RATED WALL FIGURE 714.3.1(3) EXAMPLES OF ANNULAR SPACE PROTECTION |
| 485 | FIGURE 714.3.2(1) OUTLET BOXES IN RATED ASSEMBLIES |
| 486 | FIGURE 714.3.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION |
| 488 | FIGURE 714.4.1(1) NONCOMBUSTIBLE PENETRATION OF A HORIZONTAL ASSEMBLY FIGURE 714.4.1(2) EXAMPLES OF ANNULAR SPACE PROTECTION WITH SLEEVES |
| 490 | FIGURE 714.4.1.2 EXAMPLE OF CABLING THROUGH-PENETRATION FIRESTOP SYSTEM |
| 491 | FIGURE 714.4.2(1) PROTECTION OF PENETRATIONS THROUGH CEILING MEMBRANE OF A HORIZONTAL ASSEMBLY |
| 492 | FIGURE 714.4.2(2) NONCOMBUSTIBLE PIPE PENETRATIONS THROUGH CEILING MEMBRANE OF A HORIZONTAL ASSEMBLY |
| 493 | SECTION 715 FIRE-RESISTANT JOINT SYSTEMS |
| 494 | FIGURE 714.5.1 NONCOMBUSTIBLE PIPE PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES |
| 495 | FIGURE 715.1 EXAMPLES OF JOINT LOCATIONS |
| 497 | FIGURE 715.4 EXTERIOR CURTAIN WALL/FLOOR INTERSECTION |
| 498 | SECTION 716 OPENING PROTECTIVES |
| 499 | TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES |
| 500 | FIGURE 716.3(1) FIRE-RATED GLAZING LOCATIONS [FOR USE WITH TABLE 716.3(1)] |
| 501 | FIGURE 716.3(2) MARKINGS OF FIRE-RATED GLAZING |
| 502 | TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 503 | TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 509 | TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 511 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 512 | FIGURE 717.1.1 HORIZONTAL DUCT BETWEEN TWO SHAFTS |
| 514 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 517 | FIGURE 717.5 FIRE DAMPERS IN RATED WALL |
| 519 | FIGURE 717.5.3.1(1) FIRE DAMPERS—EXCEPTION 1 FIGURE 717.5.3.1(2) FIRE DAMPERS—EXCEPTION 1.4 |
| 521 | FIGURE 717.5.4(1) FIRE DAMPERS—EXCEPTION 1 FIGURE 717.5.4(2) FIRE DAMPERS—EXCEPTION 3 |
| 524 | FIGURE 717.6.1(1) AIR DUCT PENETRATION OF A HORIZONTAL ASSEMBLY FIGURE 717.6.1(2) AIR DUCT PENETRATION OF A HORIZONTAL ASSEMBLY |
| 526 | FIGURE 717.6.3(1) DUCT PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES SECTION 718 CONCEALED SPACES |
| 527 | FIGURE 717.6.3(2) FIRE DAMPERS IN DUCTS PENETRATING NONFIRE-RESISTANCE-RATED ASSEMBLIES |
| 529 | FIGURE 718.2.3(1) FIREBLOCKING—SOFFIT |
| 530 | FIGURE 718.2.3(2) FIREBLOCKING—DROP CEILING FIGURE 718.2.3(3) FIREBLOCKING—COVE CEILING |
| 531 | FIGURE 718.2.4 FIREBLOCKING—STAIRS |
| 532 | FIGURE 718.2.7 FIREBLOCKING—CONCEALED FLOOR SPACES |
| 533 | FiIGURE 718.3.2 DRAFTSTOPPING—GROUPS R-1, R-2, R-3 AND R-4 AT TENANT AND DWELLING UNIT SEPARATION |
| 534 | FIGURE 718.3.3 DRAFTSTOPPING—CONCEALED FLOOR SPACES, OTHER GROUP |
| 535 | FIGURE 718.4.2(1) DRAFTSTOPPING AT TENANT AND DWELLING UNIT SEPARATION |
| 536 | FIGURE 718.4.2(2) DRAFTSTOPPING IN LINE WITH TENANT AND DWELLING UNIT SEPARATION WALL |
| 537 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 538 | FIGURE 720.2 CONCEALED INSULATION |
| 540 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE FIGURE 721.1.1(1) STEEL COLUMN ENCASED IN CONCRETE |
| 541 | FIGURE 721.1.1(2) REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES |
| 542 | FIGURE 721.1(2)(a) CONCRETE WALL FIGURE 721.1(2)(b) METAL STUD WALL WITH PLASTER |
| 543 | FIGURE 721.1(3) WOOD FLOOR TRUSS |
| 544 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 545 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 546 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 547 | TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 548 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 549 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 550 | TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 551 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 552 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 553 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 554 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 555 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 556 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 557 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 558 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 559 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 560 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 561 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa |
| 562 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 563 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 564 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 565 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 566 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 567 | SECTION 722 CALCULATED FIRE RESISTANCE |
| 568 | TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING ORNONLOAD-BEARING |
| 569 | EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS |
| 570 | 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 |
| 571 | FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
| 572 | TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
| 574 | TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 |
| 575 | 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 |
| 576 | 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 |
| 577 | TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS 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) TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH |
| 578 | TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 579 | TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS |
| 580 | EQUATION 7-6 |
| 581 | TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS |
| 582 | EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) |
| 583 | EQUATION 7-8 EQUATION 7-9 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS |
| 584 | TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(3) VALUES OF Rn 0.59 |
| 585 | TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11 |
| 587 | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 FIGURE 722.5.1.2.1 EXAMPLE—STEEL COLUMN PROTECTED WITH WALLBOARD |
| 588 | FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 589 | FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS |
| 590 | FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS |
| 591 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE |
| 592 | 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 |
| 593 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 594 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 595 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 596 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 597 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 598 | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INNORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INSTRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] |
| 599 | 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 COVERS a [FIGURE 722.5.1(6)(a)] |
| 600 | EQUATION 7-13 |
| 601 | EQUATION 7-14 FIGURE 722.5.1.3 EXAMPLE—SPRAY-APPLIED MATERIALS, FIRE ENDURANCE TEST DATA |
| 602 | EQUATION 7-15 EQUATION 7-16 |
| 603 | FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17 |
| 605 | FIGURE 722.6 EXAMPLE—WOOD STUD WALL WITH WALLBOARD TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES |
| 606 | 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 FRAMING |
| 607 | TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION BIBLIOGRAPHY |
| 610 | CHAPTER 8: INTERIOR FINISHES GENERAL COMMENTS PURPOSE SECTION 801 GENERAL |
| 611 | SECTION 802 DEFINITIONS |
| 612 | SECTION 803 WALL AND CEILING FINISHES FIGURE 803.1(1) ASTM E84 TUNNEL TEST FIGURE 803.1(2) FLAME IN TUNNEL TEST |
| 613 | FIGURE 803.1.2(1) ROOM CORNER TEST FIGURE 803.1.2(2) FLAME IN ROOM CORNER TEST |
| 617 | TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY |
| 618 | FIGURE 803.13.2 SET-OUT CONSTRUCTION |
| 619 | FIGURE 803.13.4 THIN INTERIOR FINISH SECTION 804 INTERIOR FLOOR FINISH |
| 620 | FIGURE 804.2 RADIANT FLOOR PANEL TEST (NFPA 253) |
| 621 | SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 623 | FIGURE 806.7(1) TRIM COVERAGE AREA FIGURE 806.7(2) MAXIMUM DIMENSION—FOAM PLASTIC TRIM |
| 624 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 625 | BIBLIOGRAPHY |
| 626 | CHAPTER 9: FIRE PROTECTION SYSTEMS GENERAL COMMENTS PURPOSE SECTION 901 GENERAL |
| 629 | SECTION 902 DEFINITIONS |
| 630 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 632 | FIGURE 903.2 SUMMARY OF OCCUPANCY-RELATED AUTOMATIC SPRINKLER THRESHOLDS |
| 637 | TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 643 | FIGURE 903.2.11.1 SPACING OF OPENINGS IN STORIES OR BASEMENTS |
| 644 | FIGURE 903.2.11.1.2(1) OPENINGS IN STORIES OR BASEMENTS—LESS THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.11.1.2(2) OPENINGS IN STORIES OR BASEMENTS—MORE THAN 75 FEET FROM ANY POINT TO AN OPENING |
| 645 | FIGURE 903.2.11.1.2(3) OPENINGS IN STORIES OR BASEMENTS—LESS THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.11.1.2(4) OPENINGS IN STORIES OR BASEMENTS |
| 647 | FIGURE 903.2.11.3 SPRINKLER REQUIREMENTS: OCCUPANTS 55 FEET OR GREATER FROM FIRE DEPARTMENT VEHICLE A TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 649 | FIGURE 903.3 SAMPLE SPRINKLER SYSTEM DRAWING AND DATA SUBMITTALS |
| 650 | FIGURE 903.3.1 NFPA 13, NFPA 13R AND NFPA 13D SYSTEMS FIGURE 903.3.1.1 TYPICAL WET PIPE SYSTEM |
| 653 | FIGURE 903.3.1.2.2 OPEN-ENDED CORRIDOR |
| 658 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 659 | FIGURE 904.2.1 SELECTED EXAMPLES OF REQUIREMENTS MODIFIED THROUGH USE OF AUTOMATIC SPRINKLER SYSTEMS |
| 665 | FIGURE 904.11 WATER MIST NOZZLE DISCHARGE |
| 668 | SECTION 905 STANDPIPE SYSTEMS |
| 670 | FIGURE 905.3.1(1) HEIGHT THRESHOLD FOR STANDPIPES FIGURE 905.3.1(2) HEIGHT REQUIREMENTS FOR STANDPIPES WITH MULTIPLE LEVELS OF FIRE DEPARTMENT VEHICLE ACCESS |
| 676 | SECTION 906 PORTABLE FIRE EXTINGUISHERS |
| 678 | [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE |
| 679 | [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH |
| 681 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 684 | FIGURE 907.2 SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS |
| 697 | FIGURE 907.2.11.2 LOCATION OF SMOKE ALARMS IN A DWELLING UNIT |
| 710 | [F] TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 714 | SECTION 908 EMERGENCY ALARM SYSTEMS |
| 717 | SECTION 909 SMOKE CONTROL SYSTEMS |
| 719 | FIGURE 909.4.1 STACK EFFECT |
| 724 | EQUATION 9-1 |
| 726 | FIGURE 909.8(1) SMOKE LAYER INTERFACE IN AN ATRIUM |
| 727 | FIGURE 909.8(2) AXISYMMETRICAL PLUME FIGURE 909.8(3) BALCONY SPILL PLUME |
| 728 | FIGURE 909.8(4) WINDOW PLUME FIGURE 909.8(5) PLUGHOLING |
| 729 | FIGURE 909.8.1(1) CRITICAL LEVEL OF SMOKE (EXAMPLE) |
| 730 | FIGURE 909.8.1(2) SMOKE LAYER INTERFACE |
| 732 | EQUATION 9-2 |
| 741 | FIGURE 909.20.1 DIMENSIONAL REQUIREMENTS FOR SMOKEPROOF ENCLOSURE VESTIBULE |
| 743 | FIGURE 909.20.3.2 SMOKEPROOF ENCLOSURE WITH OPEN VESTIBULE ARRANGEMENT |
| 744 | FIGURE 909.20.4.1 SMOKEPROOF ENCLOSURE WITH CORRIDOR ARRANGEMENT FIGURE 909.20.4.2 MECHANICALLY VENTILATED VESTIBULE |
| 749 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 751 | EQUATION 9-3 |
| 752 | EQUATION 9-4 FIGURE 910.3.2 SMOKE AND HEAT VENT SPACING |
| 754 | SECTION 911 FIRE COMMAND CENTER |
| 757 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 758 | FIGURE 912.4.1 LOCKING FDC CAPS |
| 759 | FIGURE 912.5 FIRE DEPARTMENT CONNECTION WITH SIGN SECTION 913 FIRE PUMPS |
| 761 | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES FIGURE 914.1.1 SHAFTWAY SIGNAGE |
| 762 | SECTION 915 CARBON MONOXIDE DETECTION |
| 764 | FIGURE 915.2.1 CARBON MONOXIDE ALARM PLACEMENT VERSUS SMOKE DETECTION PLACEMENT |
| 765 | FIGURE 915.4.3 COMBINATION CARBON MONOXIDE AND SMOKE ALARM |
| 766 | SECTION 916 EMERGENCY RESPONDER RADIO COVERAGE BIBLIOGRAPHY |
| 768 | CHAPTER 10: MEANS OF EGRESS GENERAL COMMENTS PURPOSE |
| 769 | SECTION 1001 ADMINISTRATION |
| 770 | SECTION 1002 DEFINITIONS |
| 771 | SECTION 1003 GENERAL MEANS OF EGRESS |
| 772 | FIGURE 1003.3.1(1) DOOR CLOSER HEADROOM PROTRUSIONS FOR WALKING SURFACES |
| 773 | FIGURE 1003.3.1(2) REDUCED VERTICAL CLEARANCE FIGURE 1003.3.2(1) POST-MOUNTED OBJECTS |
| 774 | FIGURE 1003.3.2(2) POST-MOUNTED PROTRUDING OBJECTS FIGURE 1003.3.3 EXAMPLE OF HORIZONTAL PROJECTIONS |
| 776 | FIGURE 1003.5 ELEVATION CHANGE SECTION 1004 OCCUPANT LOAD |
| 777 | FIGURE 1004.1.1 COMBINED OCCUPANT LOAD FOR EGRESS DESIGN |
| 779 | TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 780 | FIGURE 1004.1.2 TYPICAL NET FLOOR AREA OCCUPANT LOAD CALCULATION |
| 781 | FIGURE 1004.3 EXAMPLE OF OCCUPANT LOAD LIMIT SIGN |
| 782 | FIGURE 1004.4 TYPICAL FIXED SEATING |
| 783 | SECTION 1005 MEANS OF EGRESS SIZING |
| 786 | FIGURE 1005.6(1) EGRESS CONVERGENCE AT FIRST STORY |
| 787 | FIGURE 1005.6(2) EGRESS CONVERGENCE AT INTERMEDIATE LEVEL FIGURE 1005.6(3) NO EGRESS CONVERGENCE |
| 788 | FIGURE 1005.7.1 TYPICAL DOOR RESTRICTIONS INTO PASSAGEWAY, AISLE AND CORRIDOR WIDTH |
| 789 | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 790 | FIGURE 1006.2.1 COMMON PATH OF EGRESS TRAVEL |
| 791 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 793 | TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY |
| 794 | FIGURE 1006.3.1 NUMBER OF EXITS |
| 795 | TABLE 1006.3.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES |
| 796 | FIGURE 1006.3.2(1) MULTISTORY DWELLING UNITS FIGURE 1006.3.2(2) EXAMPLE OF SINGLE-EXIT APARTMENT BUILDING |
| 797 | FIGURE 1006.3.2(3) EXAMPLE OF SINGLE-EXIT APARTMENT WITHIN A TWO-EXIT BUILDING TABLE 1006.3.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES |
| 798 | FIGURE 1006.3.2.1 STORIES WITH ONE EXIT |
| 799 | SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION |
| 800 | FIGURE 1007.1.1(1) EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A ROOM OR BUILDING |
| 801 | FIGURE 1007.1.1(2) REMOTENESS OF INTERCONNECTING BY A 1-HOUR FIRE-RESISTANCE-RATED CORRIDOR FIGURE 1007.1.1(3) REMOTENESS OF EXITS IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM |
| 802 | FIGURE 1007.1.1(4) REMOTE LOCATION OF EXIT ACCESS DOORS (ADJOINING ROOMS) |
| 803 | FIGURE 1007.1.3 SEPARATION OF EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1008 MEANS OF EGRESS ILLUMINATION |
| 806 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS |
| 809 | FIGURE 1009.2.1 ELEVATOR REQUIRED FOR ACCESSIBLE MEANS OF EGRESS |
| 811 | FIGURE 1009.3(1) ACCESSIBLE MEANS OF EGRESS STAIRWAY WITH ENLARGED STORY-LEVEL LANDING |
| 812 | FIGURE 1009.3(2) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM AN AREA OF REFUGE |
| 813 | FIGURE 1009.3(3) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM A HORIZONTAL EXIT |
| 816 | FIGURE 1009.6 SEPARATE TRAVEL DISTANCES TO AN AREA OF REFUGE |
| 818 | FIGURE 1009.7.1 EXTERIOR AREA OF RESCUE ASSISTANCE—PLAN VIEW |
| 819 | FIGURE 1009.7.2 EXTERIOR AREA OF RESCUE ASSISTANCE—ELEVATION |
| 822 | SECTION 1010 DOORS, GATES AND TURNSTILES |
| 823 | FIGURE 1010.1.1(1) TYPICAL DOOR OPENING CLEARANCE |
| 824 | FIGURE 1010.1.1(2) TYPICAL DOOR OPENING CLEARANCE WITH PANIC HARDWARE |
| 827 | FIGURE 1010.1.4.1(1) REVOLVING DOORS IN BREAKOUT POSITION |
| 828 | FIGURE 1010.1.4.1(2) TYPICAL REVOLVING DOOR/SIDE SWINGING DOOR ARRANGEMENT |
| 829 | FIGURE 1010.1.4.1(3) EXAMPLE OF MANUAL REVOLVING DOOR (7-FOOT DIAMETER) FIGURE 1010.1.4.1(4) EXAMPLE OF AUTOMATIC REVOLVING DOOR (8-FOOT DIAMETER) TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS |
| 830 | FIGURE 1010.1.4.1(5) EXAMPLE OF AUTOMATIC REVOLVING DOOR (20-FOOT DIAMETER) |
| 833 | FIGURE 1010.1.5 DOOR LANDINGS |
| 834 | FIGURE 1010.1.7(1) VERTICAL CHANGES IN LEVEL FIGURE 1010.1.7(2) BEVELED CHANGES IN LEVEL FIGURE 1010.1.7(3) BEVELED CHANGES IN LEVEL FIGURE 1010.1.7(4) DOOR THRESHOLD HEIGHT LIMITATIONS |
| 835 | FIGURE 1010.1.7(5) EXAMPLE OF EXCEPTON 2 |
| 836 | FIGURE 1010.1.8(1) SPACING OF DOORS IN A SERIES FIGURE 1010.1.8(2) SPACING OF DOORS IN A SERIES |
| 837 | FIGURE 1010.1.9. 1 DOOR HARDWARE |
| 838 | FIGURE 1010.1.9.3 SURFACE AND FLUSH BOLT LOCATIONS |
| 839 | FIGURE 1010.1.9.4 TYPICAL MANUAL BOLT HARDWARE |
| 847 | FIGURE 1010.1.10.1(1) EXAMPLES OF TYPICAL PANIC HARDWARE |
| 848 | FIGURE 1010.1.10.1(2) EXAMPLES OF TYPICAL PANIC HARDWARE |
| 850 | SECTION 1011 STAIRWAYS |
| 852 | FIGURE 1011.3(1) STAIRWAY HEADROOM REQUIREMENTS FIGURE 1011.3(2) EXAMPLE OF SECTION 1011.3, EXCEPTION 2 |
| 853 | FIGURE 1011.5.1 TREAD DEPTH MEASUREMENT |
| 854 | FIGURE 1011.5.2 TREAD/RISER DIMENSIONS |
| 855 | FIGURE 1011.5.3 STAIR WINDERS WITHIN A DWELLING |
| 857 | FIGURE 1011.5.4 CONSISTENTLY SHAPED WINDERS FIGURE 1011.5.4.1 SLOPED LANDING |
| 858 | FIGURE 1011.5.5.1 TREAD/RISER PROFILE (SOLID RISER) |
| 859 | FIGURE 1011.5.5.3 TREAD/RISER PROFILE (OPEN RISER) |
| 860 | FIGURE 1011.6(1) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY FIGURE 1011.6(2) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY WIDER THAN 48 INCHES |
| 861 | FIGURE 1011.6(3) REVERSING RUN STAIRWAY FIGURE 1011.6(4) DOOR CLEARANCE REQUIREMENTS IN STAIRWAY |
| 862 | FIGURE 1011.7.1 OPEN TREAD IN ACCORDANCE WITH EXCEPTION 1 |
| 863 | FIGURE 1011.8 STAIRWAY RISE LIMITATION FIGURE 1011.9 CURVED STAIRWAYS—MINIMUM DIMENSIONAL REQUIREMENTS |
| 864 | FIGURE 1011.10 SPIRAL STAIRWAYS |
| 865 | FIGURE 1011.11 EXAMPLE OF SECTION 1011.11, EXCEPTION 2 |
| 866 | FIGURE 1011.14 TYPICAL ALTERNATING TREAD DEVICE |
| 868 | FIGURE 1011.15 TYPICAL SHIP’S LADDER |
| 869 | SECTION 1012 RAMPS |
| 870 | FIGURE 1012.2 TYPICAL MEANS OF EGRESS RAMP |
| 871 | FIGURE 1012.5.3 DOORWAY OPENING ONTO LANDING |
| 872 | FIGURE 1012.6 RAMP LANDINGS |
| 873 | FIGURE 1012.8(1) RAMP WITH HANDRAIL AT WALL |
| 874 | FIGURE 1012.8(2) RAMP WITH HANDRAIL AND BARRIER FIGURE 1012.8(3) RAMP WITH HANDRAIL AND CURB |
| 875 | FIGURE 1012.8(4) RAMP WITH HANDRAIL AND GUARD |
| 876 | FIGURE 1012.10.1 EDGE PROTECTION SECTION 1013 EXIT SIGNS |
| 877 | FIGURE 1013.1 EXIT SIGNS WITHIN AN EXIT ENCLOSURE |
| 878 | FIGURE 1013.4 EXAMPLE OF EXIT SIGNAGE WITH VISUAL AND RAISED CHARACTERS WITH BRAILLE |
| 879 | FIGURE 1013.6.1 MINIMUM SIZES OF EXIT SIGNS SECTION 1014 HANDRAILS |
| 880 | FIGURE 1014.2 HANDRAIL REQUIREMENTS |
| 882 | FIGURE 1014.3.1 EXAMPLE OF TYPE I ALTERNATIVE HANDRAIL CONFIGURATION |
| 883 | FIGURE 1014.3.2 EXAMPLES OF TYPE II HANDRAIL CONFIGURATIONS FIGURE 1014.4(1) EXAMPLES OF PROHIBITED HANDRAIL DESIGNS |
| 884 | FIGURE 1014.4(2) REDUCED BRACKET EXTENSIONS EXAMPLE PER SECTION 1014.4, EXCEPTION 3 |
| 886 | FIGURE 1014.8(1) TYPICAL HANDRAIL ARRANGEMENT FIGURE 1014.8(2) PROJECTION OF HANDRAIL |
| 887 | FIGURE 1014.9 HANDRAILS FOR MONUMENTAL STAIRS SECTION 1015 GUARDS |
| 888 | FIGURE 1015.2 DROPOFF MEASUREMENTS AND GUARD HEIGHTS FIGURE 1015.2.1 GUARD SYSTEM WITH GLAZING FIGURE 1015.2 DROPOFF MEASUREMENTS AND GUARD HEIGHTS |
| 889 | FIGURE 1015.3 DROPOFF MEASUREMENTS AND GUARD HEIGHTS FOR TWO- AND THREE-STORY GROUPS R-2 AND R-3 |
| 890 | FIGURE 1015.4(1) GUARD HEIGHT AND OPENING LIMITATIONS |
| 891 | FIGURE 1015.4(2) GUARD OPENING LIMITATIONS, SECTION 1015.4, EXCEPTIONS 3 AND 4 FIGURE 1015.4(3) EXAMPLE OF GUARD WITH HORIZONTAL MEMBERS |
| 892 | FIGURE 1015.7 PROTECTION AT ROOF-HATCH OPENING |
| 893 | SECTION 1016 EXIT ACCESS |
| 895 | FIGURE 1016.2(1) EGRESS PROHIBITED THROUGH GROUP H AREAS FIGURE 1016.2(2) EGRESS THROUGH ADJOINING ROOMS AND SPACES |
| 896 | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE |
| 897 | TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE |
| 899 | FIGURE 1017.3(1) LENGTH OF EXIT ACCESS TRAVEL FIGURE 1017.3(2) MEASURING TRAVEL DISTANCE USING RECTILINEAR APPROACH SECTION 1018 AISLES |
| 900 | FIGURE 1018.3 AISLES AND AISLE ACCESSWAYS IN MERCANTILE |
| 901 | SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS |
| 903 | FIGURE 1019.3 DRAFT CURTAIN, ITEM 4 |
| 904 | SECTION 1020 CORRIDORS |
| 905 | TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING FIGURE 1020.1 APPLICATION OF TABLE 1020.1 |
| 906 | TABLE 1020.2 MINIMUM CORRIDOR WIDTH |
| 908 | FIGURE 1020.4(1) ALLOWABLE DEAD-END CONDITIONS |
| 909 | FIGURE 1020.4(2) CORRIDOR LENGTH/WIDTH RATIO FOR DEAD-END CONSIDERATIONS |
| 911 | FIGURE 1020.6(1) CORRIDOR CONTINUITY—EXAMPLE 1 FIGURE 1020.6(2) CORRIDOR CONTINUITY—EXAMPLE 2 |
| 912 | FIGURE 1020.6(3) CORRIDOR CONTINUITY—EXAMPLE 3 FIGURE 1020.6(4) ELEVATOR LOBBY/CORRIDOR OPTION 1 |
| 913 | FIGURE 1020.6(5) ELEVATOR LOBBY/CORRIDOR OPTION 2 FIGURE 1020.6(6) ELEVATOR LOBBY/CORRIDOR OPTION 3 |
| 914 | SECTION 1021 EGRESS BALCONIES FIGURE 1021.2 EGRESS BALCONIES |
| 915 | SECTION 1022 EXITS |
| 916 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 921 | FIGURE 1023.7(1) EXAMPLES OF EXTERIOR WALL PROTECTIVES |
| 922 | FIGURE 1023.7(2) EXTERIOR WALL PROTECTION |
| 923 | FIGURE 1023.8 EXAMPLE OF A STAIRWAY BARRIER AT THE LEVEL OF EXIT DISCHARGE FIGURE 1023.9.1 STAIRWAY IDENTIFICATION SIGN |
| 925 | SECTION 1024 EXIT PASSAGEWAYS |
| 926 | FIGURE 1023.11.2(1) TYPICAL SMOKEPROOF ENCLOSURE ENTRY FIGURE 1023.11.2(2) TYPICAL SMOKEPROOF ENCLOSURE WITH OPEN BALCONY ARRANGEMENT |
| 927 | FIGURE 1024.1 ARRANGEMENT FOR LOBBY AND PASSAGEWAY |
| 929 | SECTION 1025 LUMINOUS EGRESS PATH MARKINGS |
| 930 | FIGURE 1025.2.1 LEADING EDGE OF STEP AND LANDING |
| 931 | FIGURE 1025.2.3 HANDRAIL MARKINGS FIGURE 1025.2.4.1 PERIMETER DEMARCATION LINES—FLOOR-MOUNTED OPTION |
| 932 | FIGURE 1025.2.4.2 PERIMETER DEMARCATION LINES—WALL-MOUNTED OPTION FIGURE 1025.2.4.3 PERIMETER DEMARCATION LINES—OPTIONS AT DOORS INTO EXIT ENCLOSURES |
| 933 | FIGURE 1025.2.5 OBSTACLE MARKINGS FIGURE 1025.2.6.1 EMERGENCY EXIT SYMBOL |
| 934 | FIGURE 1025.2.6 EXAMPLES OF EXIT DOOR TO EXTERIOR OPTIONS |
| 935 | SECTION 1026 HORIZONTAL EXITS |
| 936 | FIGURE 1026.1 TYPICAL HORIZONTAL EXITS |
| 938 | FIGURE 1026.4.2 REFUGE AREA EXCEPTION SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 940 | FIGURE 1027.3 EXTERIOR STAIRWAY FIGURE 1027.5 EXTERIOR BALCONY AND STAIRWAY ADJACENT TO LOT LINE |
| 942 | FIGURE 1027.6(1) PROTECTION OF EXTERIOR STAIRWAYS |
| 943 | FIGURE 1027.6(2) EXTERIOR BALCONY WITH REMOTE STAIRWAYS FIGURE 1027.6(3) EXAMPLE OF EXCEPTION 3 |
| 944 | SECTION 1028 EXIT DISCHARGE |
| 945 | FIGURE 1028.1(1) PROTECTION OF LOBBY WITH AN EXIT DISCHARGE |
| 946 | FIGURE 1028.1(2) VESTIBULE WITH EXIT DISCHARGE |
| 947 | FIGURE 1028.1(3) SEPARATION DETAILS FOR VESTIBULE WITH EXIT DISCHARGE |
| 948 | SECTION 1029 ASSEMBLY |
| 950 | FIGURE 1029.2 GROUP A-1 WITH WAITING SPACE |
| 952 | FIGURE 1029.6.1(1) COMPUTATION OF WIDTH FOR STEPPED AISLES |
| 953 | FIGURE 1029.6.1(2) COMPUTATION OF WIDTH FOR LEVEL, SLOPED OR RAMPED AISLES |
| 954 | TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY FIGURE 1029.6.2.2(1) ROOF HEIGHT (CONVEX DOME ROOF) |
| 955 | FIGURE 1029.6.2.2(2) ROOF HEIGHT (CONCAVE SUSPENDED ROOF) |
| 956 | FIGURE 1029.6.2.3(1) INDOOR SEATING SPRINKLERED AREAS (CONVEX DOME ROOF) FIGURE 1029.6.2.3(2) INDOOR SEATING SPRINKLERED AREAS (CONCAVE SUSPENDED ROOF) |
| 958 | FIGURE 1029.8.1 PATH THROUGH ADJACENT ROWS |
| 960 | FIGURE 1029.9.2 TYPICAL AISLE CATCHMENTS |
| 961 | FIGURE 1029.9.3 COMPUTATION OF EXIT PASSAGE FOR CONVERGING AISLES FIGURE 1029.9.4 AISLE WITH OPPOSITE EXITS |
| 962 | FIGURE 1029.9.5 TYPICAL BALCONY ARRANGEMENT |
| 963 | FIGURE 1029.9.7(1) EXAMPLE OF A CONTINUATION OFA STEPPED AISLE UP TO A CROSS AISLE FIGURE 1029.9.7(2) EXAMPLE OF A CONTINUATION OFA STEPPED AISLE DOWN TO A FLOOR |
| 964 | FIGURE 1029.10.2.1(1) TRANSITION BETWEEN STAIRWAY AND STEPPED AISLE AT THE HIGHER END OF THE FLIGHT FIGURE 1029.10.2.1(2) TRANSITION BETWEEN STEPPED AISLE AND STAIRWAY AND THE LOWER END OF THE FLIGHT |
| 965 | FIGURE 1029.10.2.2(1) EXAMPLE OF A STEPPED AISLE TURNING TO A STAIRWAY FIGURE 1029.10.2.2(2) EXAMPLE OF TURNS IN A STEPPED AISLE |
| 966 | FIGURE 1029.12.1 AISLE AND AISLE ACCESSWAY MEASUREMENT WITH SEATING AND TABLES |
| 967 | FIGURE 1029.12.1.1 ACCESS FOR TABLES AND SEATING |
| 968 | FIGURE 1029.12.2(1) MINIMUM REQUIRED ROW WIDTH CLEARANCE FOR AISLE ACCESSWAYS FIGURE 1029.12.2(2) EXAMPLE OF FOLDING TABLET ARMS |
| 969 | FIGURE 1029.12.2.1 TYPICAL DUAL-ACCESS ROW—MINIMUM AISLE ACCESSWAY WIDTH TABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 970 | FIGURE 1029.12.2.2 TYPICAL SINGLE-ACCESS ROW—MINIMUM AISLE ACCESSWAY WIDTH FOR SEATS WITH BACKRESTS |
| 971 | FIGURE 1029.13.2.1 TYPICAL SEATING PLATFORMS ALSO USED AS STEPPING AISLES |
| 972 | FIGURE 1029.13.2.2 TYPICAL RISER CONSTRUCTION IN STEPPED AISLES |
| 974 | FIGURE 1029.15 TYPICAL RAILING FOR RAMPED AISLES WITH RAILING IN THE AISLE |
| 975 | FIGURE 1029.15.1 DISCONTINUOUS AISLE HANDRAILS |
| 976 | SECTION 1030 EMERGENCY ESCAPE AND RESCUE |
| 977 | FIGURE 1029.16.3 TYPICAL BALCONY GUARDS AT FASCIA |
| 978 | FIGURE 1030.2 EMERGENCY ESCAPE WINDOW |
| 979 | FIGURE 1030.5 WINDOW WELLS AT EMERGENCY ESCAPE WINDOWS |
| 980 | BIBLIOGRAPHY |
| 982 | CHAPTER 11: ACCESSIBILITY GENERAL COMMENTS |
| 984 | PHILOSOPHY |
| 985 | PURPOSE |
| 986 | SECTION 1101 GENERAL SECTION 1102 DEFINITIONS |
| 987 | SECTION 1103 SCOPING REQUIREMENTS |
| 988 | FIGURE 1103.2.6 EXAMPLE OF THE EXCEPTION FOR RAISED AREA |
| 989 | FIGURE 1103.2.8 EXAMPLE OF A RAISED AREA IN A PLACE OF RELIGIOUS WORSHIP |
| 990 | SECTION 1104 ACCESSIBLE ROUTE |
| 992 | FIGURE 1104.3.2 EXAMPLE OF PRESS BOX ACCESSED FROM BLEACHER SEATING |
| 994 | SECTION 1105 ACCESSIBLE ENTRANCES |
| 995 | FIGURE 1105.1.2 EXAMPLE OF ELEVATED WALKWAY ENTRANCE SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES |
| 996 | TABLE 1106.1 ACCESSIBLE PARKING SPACES |
| 998 | FIGURE 1106.6 EXAMPLE OF ACCESSIBLE PARKING SPACES |
| 999 | SECTION 1107 DWELLING UNITS AND SLEEPING UNITS |
| 1008 | FIGURE 1107.6.1.1 DETERMINING THE NUMBER OF ACCESSIBLE UNITS IN GROUP R-1 |
| 1009 | TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS |
| 1011 | FIGURE 1107.6.2.2.2(1) BUILDING WITH FIRE WALLS IS TREATED AS A SINGLE STRUCTURE |
| 1012 | FIGURE 1107.6.2.2.2(2) TWO STRUCTURALLY JOINED BUILDINGS ARE TREATED AS A SINGLE STRUCTURE |
| 1015 | FIGURE 1107.7.1.1 DWELLING UNITS ON ONE STORY FIGURE 1107.7.1.2(1) BUILDING HAS TWO ACCESSIBLE LEVELS, EACH WITH AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE |
| 1016 | FIGURE 1107.7.1.2(2) SINGLE BUILDING WITH MULTIPLE COMMON ENTRANCES—LOWER GROUND FLOOR UNITS MAY BE COVERED |
| 1017 | FIGURE 1107.7.1.2(3) EXAMPLE FOR GRADE CALCULATIONS FIGURE 1107.7.2(1) BUILDINGS WITH ELEVATOR(S): ALL SINGLE-STORY UNITS AND THE PRIMARY ENTRY LEVEL OF MULTISTORY UNITS |
| 1018 | FIGURE 1107.7.2(2) GROUND FLOOR UNITS IN BUILDINGS OF FOUR OR MORE UNITS FIGURE 1107.7.3(1) DWELLING UNITS OVER SHOPS AND GARAGES |
| 1019 | FIGURE 1107.7.3(2) ELEVATOR TO FIRST FLOOR OF DWELLING UNITS ABOVE GRADE OR ENTRANCE LEVEL DOES NOT MAKE AN ELEVATOR BUILDING |
| 1020 | FIGURE 1107.7.4 SITE ANALYSIS TEST: THE NUMBER OF COVERED UNITS |
| 1021 | FIGURE 1107.7.5(1) BUILDING MEETS BOTH ACCESSIBILITY CRITERIA FOR EXEMPTION FIGURE 1107.7.5(2) BUILDING MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS |
| 1022 | SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES |
| 1023 | 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 |
| 1025 | FIGURE 1108.2.6 EXAMPLE OF LAWN SEATING TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS |
| 1027 | FIGURE 1108.2.9.1 EXAMPLE OF DINING SURFACES |
| 1028 | TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES |
| 1029 | FIGURE 1108.4.1.2 GALLERY SEATING FIGURE 1108.4.1.5 COURTROOM WELL WORK STATIONS |
| 1030 | SECTION 1109 OTHER FEATURES AND FACILITIES |
| 1031 | FIGURE 1109.2(1) SIDE APPROACH WHEELCHAIR TRANSFER |
| 1032 | FIGURE 1109.2(2) EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP |
| 1035 | FIGURE 1109.2.2(1) AMBULATORY-ACCESSIBLE COMPARTMENT FIGURE 1109.2.2(2) WHEELCHAIR-ACCESSIBLE COMPARTMENT; OUT-SWINGING DOOR |
| 1036 | FIGURE 1109.2.2(3) WHEELCHAIR-ACCESSIBLE COMPARTMENT; IN-SWINGING DOOR |
| 1037 | FIGURE 1109.4 EXAMPLE OF KITCHENETTE |
| 1038 | FIGURE 1109.5.1 EXAMPLE OF DRINKING FOUNTAINS FOR PERSONS USING WHEELCHAIRS (LOW) AND STANDING PERSONS (HIGH) |
| 1040 | FIGURE 1109.8(1) PLATFORM (WHEELCHAIR) LIFT (Photo courtesy of Wheel-evator) |
| 1041 | FIGURE 1109.8(2) STAIRWAY CHAIRLIFT FIGURE 1109.9 EXAMPLE OF LOCKER AREA |
| 1042 | FIGURE 1109.10 DETECTABLE WARNINGS AT TRANSIT PLATFORM EDGE |
| 1043 | FIGURE 1109.11 EXAMPLE OF ACCESSIBLE WORK STATION |
| 1044 | FIGURE 1109.11.2.1 EXAMPLE OF ACCESSIBLE VISITOR’S CUBICLE |
| 1045 | TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES FIGURE 1109.12.1 EXAMPLE OF ACCESSIBLE DRESSING ROOM |
| 1046 | FIGURE 1109.12.3 SERVICE COUNTERS FIGURE 1109.12.4 EXAMPLE OF SELF-SERVICE SHELVING |
| 1047 | SECTION 1110 RECREATIONAL FACILITIES |
| 1049 | FIGURE 1110.4.2 EXAMPLE OF TEAM SEATING IN A BASEBALL DUGOUT FIGURE 1110.4.4 EXAMPLE OF COURT SPORTS |
| 1050 | FIGURE 1110.4.6 EXAMPLE OF RAISED REFEREE STAND FIGURE 1110.4.8(1) EXAMPLE OF AN AMUSEMENT RIDE WITH A FIXED COURSE FIGURE 1110.4.8(2) EXAMPLE OF AN AMUSEMENT RIDE WITH A FIXED COURSE |
| 1051 | FIGURE 1110.4.8.1(1) EXAMPLE OF A PERSON IN A WHEELCHAIR MOVING ONTO A RIDE FIGURE 1110.4.8.1(2) EXAMPLE OF A PERSON IN A WHEELCHAIR TRANSFERRING ONTO A RIDE SEAT |
| 1052 | FIGURE 1110.4.8.3(1) EXAMPLE OF AN AMUSEMENT RIDE ADDRESSED IN EXCEPTION 1 FIGURE 1110.4.8.3(2) EXAMPLE OF AN AMUSEMENT RIDE ADDRESSED IN EXCEPTION 2 |
| 1053 | FIGURE 1110.4.9.1 EXAMPLE OF BOAT SLIPS FIGURE 1110.4.9.3 EXAMPLE OF BOAT LAUNCH RAMP WITH BOARDING PIER TABLE 1110.4.9.1 BOAT SLIPS |
| 1054 | FIGURE 1110.4.11 EXAMPLE OF AN ACCESSIBLE FISHING PLATFORM |
| 1055 | FIGURE 1110.4.13 PERMITTED MEANS OF POOL ACCESSa SECTION 1111 SIGNAGE |
| 1056 | FIGURE 1110.4.13.2 EXAMPLE OF A CATCH POOL FOR A WATER SLIDE |
| 1057 | FIGURE 1111.1 INTERNATIONAL SYMBOLS OF ACCESSIBILITY |
| 1058 | FIGURE 1111.4 VARIABLE MESSAGE SIGNAGE |
| 1059 | BIBLIOGRAPHY |
| 1062 | CHAPTER 12: INTERIOR ENVIRONMENT GENERAL COMMENTS PURPOSE |
| 1063 | SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 1065 | FIGURE 1203.2(1) COMBINATION OF SOFFIT AND RIDGE VENTS |
| 1066 | FIGURE 1203.2(2) VENTILATION OF RAFTER SPACE |
| 1068 | TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL |
| 1070 | FIGURE 1203.5.1 NATURAL LIGHT AND VENTILATION WINDOWS |
| 1071 | FIGURE 1203.5.1.1 NATURAL VENTILATION FROM ADJOINING SPACE FIGURE 1203.5.1.2 VENTILATION OPENINGS BELOW GRADE |
| 1072 | SECTION 1204 TEMPERATURE CONTROL |
| 1073 | SECTION 1205 LIGHTING |
| 1074 | FIGURE 1205.2.1 NATURAL LIGHT FROM ADJACENT SPACE FIGURE 1205.3 ARTIFICIAL LIGHTING IN A ROOM |
| 1075 | SECTION 1206 YARDS OR COURTS FIGURE 1206.1 YARDS AND COURTS |
| 1076 | SECTION 1207 SOUND TRANSMISSION |
| 1077 | FIGURE 1206.3 DIMENSIONS OF COURTS |
| 1078 | SECTION 1208 INTERIOR SPACE DIMENSIONS FIGURE 1208.2(1) MINIMUM CEILING HEIGHT—ALLOWABLE PROJECTIONS IN ONE- AND TWO-FAMILY DWELLINGS |
| 1079 | FIGURE 1208.2.1 FURRED CEILING HEIGHTS FIGURE 1208.2(2) SLOPED CEILING HEIGHTS |
| 1080 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 1082 | BIBLIOGRAPHY |
| 1084 | CHAPTER 13: ENERGY EFFICIENCY GENERAL COMMENTS PURPOSE SECTION 1301 GENERAL BIBLIOGRAPHY |
| 1086 | CHAPTER 14: EXTERIOR WALLS GENERAL COMMENTS PURPOSE SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
| 1089 | SECTION 1404 MATERIALS |
| 1091 | SECTION 1405 INSTALLATION OF WALL COVERINGS |
| 1092 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 1093 | FIGURE 1405.3.1(1) CLIMATE ZONES—FROM FIGURE C301.1 OF THE IECC |
| 1094 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1095 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1096 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1097 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1098 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1099 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1100 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1101 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1102 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1103 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1104 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1105 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1106 | FIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY—FROM TABLE C301.1 OF THE IECC |
| 1107 | FIGURE 1405.3.1(3) INTERNATIONAL CLIMATE ZONE DEFINITIONS—FROM TABLE C301.3(1) OF THE IECC FIGURE 1405.3.1(4) INTERNATIONAL CLIMATE ZONE DEFINITIONS—FROM TABLE C301.3(2) OF THE IECC |
| 1108 | TABLE 1405.3.2 CLASS III VAPOR RETARDERS |
| 1109 | FIGURE 1405.4(1) FLASHING 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 |
| 1110 | FIGURE 1405.4(5) FLASHING EXTENSION |
| 1112 | FIGURE 1405.7 STONE VENEER WITH CONCRETE BACKING |
| 1114 | FIGURE 1405.9 TERRA COTTA VENEER FIGURE 1405.10(1) MASONRY VENEER ADHERED TO MASONRY BACKING |
| 1115 | FIGURE 1405.10(2) MASONRY VENEER ADHERED TO STEEL-FRAME BACKING |
| 1120 | FIGURE 1405.17 WOOD WEATHERBOARD ATTACHMENT SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 1122 | TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS |
| 1123 | FIGURE 1406.4 ORIEL WINDOW |
| 1124 | SECTION 1407 METAL COMPOSITE MATERIALS (MCM) FIGURE 1407.1(1) CONTINUOUS EDGE GRIP SYSTEM |
| 1125 | FIGURE 1407.1(2) SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) FIGURE 1407.1(3) TYPICAL RUT AND RETURN SYSTEM SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) |
| 1129 | FIGURE 1407.11.3.4 FLAME BARRIER TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS |
| 1131 | SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) |
| 1132 | SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 1134 | SECTION 1410 PLASTIC COMPOSITE DECKING BIBLIOGRAPHY |
| 1136 | CHAPTER 15: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES GENERAL COMMENTS PURPOSE SECTION 1501 GENERAL SECTION 1502 DEFINITIONS |
| 1137 | SECTION 1503 WEATHER PROTECTION |
| 1138 | SECTION 1504 PERFORMANCE REQUIREMENTS |
| 1139 | TABLE 1504.1.1 CLASSIFICATION OF ASPHALT SHINGLES |
| 1141 | SECTION 1505 FIRE CLASSIFICATION TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION |
| 1142 | TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION |
| 1143 | SECTION 1506 MATERIALS |
| 1144 | SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 1147 | TABLE 1507.2.9.2 VALLEY LINING MATERIAL |
| 1150 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 1152 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 1156 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP |
| 1157 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 1158 | FIGURE 1507.8.4(1) POSSIBLE WATER DAMAGE AT ICE DAMS |
| 1159 | TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE FIGURE 1507.8.4(2) PROTECTIVE ICE SHIELD |
| 1161 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS |
| 1162 | TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 1165 | TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 1166 | SECTION 1508 ROOF INSULATION |
| 1167 | [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK |
| 1168 | SECTION 1510 ROOFTOP STRUCTURES |
| 1173 | SECTION 1511 REROOFING |
| 1174 | SECTION 1512 PHOTOVOLTAIC PANELS AND MODULES BIBLIOGRAPHY |
| 1176 | INDEX |
| 1214 | VALUABLE GUIDES TO CHANGES IN THE 2015 I-CODES® |
| 1215 | ICC EVALUATION SERVICE |
| 1216 | INTERNATIONAL CODE COUNCIL’S TRAINING AND EDUCATION DEPARTMENT |
| 1217 | 2015 I-CODE ESSENTIALS |
