International Building Code 2006

INTERNATIONAL BUILDING CODE 2006......Page 2
COPYRIGHT © 2006......Page 3
PREFACE......Page 4
ORDINANCE......Page 6
TABLE OF CONTENTS......Page 8
SECTION 102 - APPLICABILITY......Page 16
SECTION 104 - DUTIES AND POWERS OF THE BUILDING OFFICIAL......Page 17
SECTION 105 - PERMITS......Page 18
SECTION 106 - CONSTRUCTION DOCUMENTS......Page 20
SECTION 108 - FEES......Page 21
SECTION 110 - CERTIFICATE OF OCCUPANCY......Page 22
SECTION 113 - VIOLATIONS......Page 23
SECTION 115 - UNSAFE STRUCTURES AND EQUIPMENT......Page 24
SECTION 202 - DEFINITIONS......Page 26
SECTION 303 - ASSEMBLY GROUP A......Page 38
SECTION 306 - FACTORY GROUP F......Page 39
SECTION 307 - HIGH-HAZARD GROUP H......Page 40
[F] TABLE 307.1(1) - MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD a,j,m,n,p......Page 42
[F] TABLE 307.1(2) - MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERILA POSING A HEALTH HAZARD a,b,c,j......Page 44
SECTION 308 - INSTITUTIONAL GROUP I......Page 48
SECTION 310 - RESIDENTIAL GROUP R......Page 49
SECTION 312 UTILITY AND MISCELLANEOUS GROUP U......Page 50
(Equation 4-1)......Page 52
SECTION 403 - HIGH-RISE BUILDINGS......Page 55
SECTION 404 - ATRIUMS......Page 56
SECTION 405 - UNDERGROUND BUILDINGS......Page 57
SECTION 406 - MOTOR-VEHICLE-RELATED OCCUPANCIES......Page 58
TABLE 406.3.5 - OPEN PARKING GARAGES AREA AND HEIGHT......Page 60
SECTION 407 - GROUP I-2......Page 62
SECTION 408 - GROUP I-3......Page 63
SECTION 409 - MOTION PICTURE PROJECTION ROOMS......Page 64
SECTION 410 - STAGES AND PLATFORMS......Page 65
SECTION 412 - AIRCRAFT-RELATED OCCUPANCIES......Page 67
TABLE 412.1.2 - HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS......Page 68
SECTION 413 - COMBUSTIBLE STORAGE......Page 69
[F] TABLE 414.2.2 - DESIGN AND NUMBER OF CONTROL AREAS......Page 70
[F] TABLE 414.2.5(1) - MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCEIS NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS d,e,f......Page 72
SECTION 415 - GROUPS H-1, H-2, H-4 AND H-5......Page 73
[F] TABLE 414.5.1 - EXPLOSION CONTROL REQUIREMENTS a......Page 74
TABLE 415.3.1 - MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS......Page 76
TABLE 415.3.2 - REQUIRED DETACHED STORAGE......Page 78
TABLE 415.8.2.1.1 - QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 a......Page 82
SECTION 416 - APPLICATION OF FLAMMABLE FINISHES......Page 86
SECTION 420 - HYDROGEN CUTOFF ROOMS......Page 87
SECTION 504 - HEIGHT......Page 90
TABLE 503 - ALLOWABLE HEIGHT AND BUILDING AREAS a _ Height limitations shown as stories and feet above grade plane.  Area limitations as determined by the definition of "Area, building" per story......Page 91
SECTION 505 - MEZZANINES......Page 92
(Equation 5-2)......Page 93
SECTION 507 - UNLIMITED AREA BUILDINGS......Page 94
TABLE 508.2 - INCIDENTAL USE AREAS......Page 95
TABLE 508.3.3 - REQUIRED SEPARATION OF OCCUPANCIES (HOURS)......Page 96
SECTION 509 - SPECIAL PROVISIONS......Page 97
SECTION 602 - CONSTRUCTION CLASSIFICATION......Page 100
TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours)......Page 102
TABLE 602.4 - WOOD MEMBER SIZE......Page 103
SECTION 603 - COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION......Page 101
SECTION 702 - DEFINITIONS......Page 104
SECTION 703 - FIRE-RESISTANCE RATINGS AND FIRE TESTS......Page 105
SECTION 704 - EXTERIOR WALLS......Page 106
(Equation 7-2)......Page 107
TABLE 705.4 - FIRE WALL FIRE-RESISTANCE RATINGS......Page 109
TABLE 706.3.9 - FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS......Page 111
SECTION 707 - SHAFT ENCLOSURES......Page 112
SECTION 708 - FIRE PARTITIONS......Page 115
SECTION 710 - SMOKE PARTITIONS......Page 116
SECTION 712 - PENETRATIONS......Page 117
SECTION 714 - FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS......Page 120
SECTION 715 - OPENING PROTECTIVES......Page 121
TABLE 715.4 - FIRE DOOR AND FIRE SHUTTER PROTECTION RATINGS......Page 122
TABLE 715.5.3 - LIMITING SIZES OF WIRED GLASS PANELS......Page 124
TABLE 716.3.1 - FIRE DAMPER RATING......Page 125
SECTION 717 - CONCEALED SPACES......Page 128
SECTION 719 - THERMAL- AND SOUND-INSULATING MATERIALS......Page 130
SECTION 720 - PRESCRIPTIVE FIRE RESISTANCE......Page 131
TABLE 720.1(1) - MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS m......Page 132
TABLE 720.1(2) - RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p......Page 136
TABLE 720.1(3) - MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q......Page 143
SECTION 721 - CALCULATED FIRE RESISTANCE......Page 151
FIGURE 721.2.1.2 - FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS......Page 152
TABLE 721.2.1.2(2) - FIRE-RESISTANCE RATINGS BASED ON R 0.59......Page 153
TABLE 721.2.1.4(2) - TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL......Page 154
FIGURE 721.2.2.1.3 - SLABS WITH RIBBED OR UNDULATING SOFFITS......Page 155
FIGURE 721.2.2.2 - FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS......Page 156
TABLE 721.2.3(2) - COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)......Page 157
TABLE 721.2.3(5) - MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS......Page 158
(Equation 7-6)......Page 159
TABLE 721.3.5 - MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)......Page 160
TABLE 721.4.1(1) - FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS......Page 161
(Equation 7-11)......Page 162
(Equation 7-12)......Page 163
FIGURE 721.5.1(3) - GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM......Page 164
(Equation 7-15)......Page 165
FIGURE 721.5.2 - DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS......Page 166
TABLE 721.5.1(1) - W/D RATIOS FOR STEEL COLUMNS......Page 167
TABLE 721.5.1(3) - THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS......Page 168
TABLE 721.5.1(4) - WEIGHT-T0-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES......Page 169
TABLE 721.5.1(5) - FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS......Page 171
TABLE 721.5.1(6) - FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS......Page 173
TABLE 721.5.1(8) - MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETE [FIGURE 721.5.1(6)(c)]......Page 174
TABLE 721.5.1(10) - MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]......Page 175
(Equation 7-17)......Page 176
(Equation 7-21)......Page 177
TABLE 721.6.2(5) - TIME ASSIGNED FOR ADDITIONAL PROTECTION......Page 178
FIGURE 721.6.3(2) - EFFECTIVE LENGTH FACTORS......Page 179
SECTION 803 - WALL AND CEILING FINISHES......Page 180
SECTION 804 - INTERIOR FLOOR FINISH......Page 182
[F] SECTION 806 - DECORATIVE MATERIALS AND TRIM......Page 183
SECTION 902 - DEFINITIONS......Page 186
SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS......Page 189
[F] TABLE 903.2.4.2 - GROUP H-5 SPRINKLER DESIGN CRITERIA......Page 190
[F] TABLE 903.2.13 - ADDITIONAL REQUIRED SUPPRESSION SYSTEMS......Page 191
SECTION 904 - ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS......Page 193
SECTION 905 - STANDPIPE SYSTEMS......Page 195
SECTION 907 - FIRE ALARM DETECTION SYSTEMS......Page 197
[F] TABLE 907.9.1.3 - VISABLE AND AUDIBLE ALARMS......Page 203
SECTION 908 - EMERGENCY ALARM SYSTEMS......Page 204
SECTION 909 - SMOKE CONTROL SYSTEMS......Page 205
(Equation 9-1)......Page 206
(Equation 9-9)......Page 207
SECTION 910 - SMOKE AND HEAT VENTS......Page 212
(Equation 9-10)......Page 213
SECTION 912 - FIRE DEPARTMENT CONNECTIONS......Page 214
SECTION 1002 - DEFINITIONS......Page 216
SECTION 1003 - GENERAL MEANS OF EGRESS......Page 217
SECTION 1004 - OCCUPANT LOAD......Page 218
SECTION 1005 - EGRESS WIDTH......Page 219
SECTION 1007 - ACCESSIBLE MEANS OF EGRESS......Page 220
SECTION 1008 - DOORS, GATES AND TURNSTILES......Page 222
TABLE 1008.1.3.1 - REVOLVING DOOR SPEEDS......Page 223
SECTION 1009 - STAIRWAYS......Page 227
SECTION 1010 - RAMPS......Page 229
SECTION 1012 - HANDRAILS......Page 231
SECTION 1013 - GUARDS......Page 232
SECTION 1014 - EXIT ACCESS......Page 233
TABLE 1015.1 - SPACES WITH ONE MEANS OF EGRESS......Page 235
SECTION 1017 - CORRIDORS......Page 236
TABLE 1017.1 - CORRIDOR FIRE-RESISTANT RATING......Page 237
SECTION 1020 - VERTICAL EXIT ENCLOSURES......Page 238
SECTION 1022 - HORIZONTAL EXITS......Page 240
SECTION 1023 - EXTERIOR RAMPS AND STAIRWAYS......Page 241
SECTION 1024 - EXIT DISCHARGE......Page 242
SECTION 1025 - ASSEMBLY......Page 243
TABLE 1025.6.2 - WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY......Page 244
TABLE 1025.10.1 - SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS......Page 246
SECTION 1026 - EMERGENCY ESCAPE AND RESCUE......Page 247
SECTION 1103 - SCOPING REQUIREMENTS......Page 250
SECTION 1104 - ACCESSIBLE ROUTE......Page 251
SECTION 1105 - ACCESSIBLE ENTRANCES......Page 252
SECTION 1107 - DWELLING UNITS AND SLEEPING UNITS......Page 253
TABLE 1107.6.1.1 - ACCESSIBLE DWELLING AND SLEEPING UNITS......Page 255
SECTION 1108 - SPECIAL OCCUPANCIES......Page 256
TABLE 1108.2.6.1 - RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS......Page 257
SECTION 1109 - OTHER FEATURES AND FACILITIES......Page 258
TABLE 1109.12.2 - ACCESSIBLE CHECK-OUT AISLES......Page 261
SECTION 1110 - SIGNAGE......Page 262
SECTION 1203 - VENTILATION......Page 264
SECTION 1205 - LIGHTING......Page 265
SECTION 1208 - INTERIOR SPACE DIMENSIONS......Page 266
SECTION 1210 - SURROUNDING MATERIALS......Page 267
SECTION 1301 - GENERAL......Page 268
SECTION 1403 - PERFORMANCE REQUIREMENTS......Page 270
SECTION 1405 - INSTALLATION OF WALL COVERINGS......Page 271
TABLE 1405.2 - MINIMUM THICKNESS OF WEATHER COVERINGS......Page 272
TABLE 1406.2.1.2 - MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS......Page 275
SECTION 1407 - METAL COMPOSITE MATERIALS (MCM)......Page 276
SECTION 1503 - WEATHER PROTECTION......Page 278
TABLE 1504.2.1 - ROOF COVERING CLASSIFICATION USING ALTERNATIVE METHOD......Page 279
SECTION 1506 - MATERIALS......Page 280
SECTION 1507 - REQUIREMENTS FOR ROOF COVERINGS......Page 281
TABLE 1507.2.9.2 - VALLEY LINING MATERIAL......Page 282
TABLE 1507.3.7 - CLAY AND CONCRETE TILE ATTACHMENT a,b,c......Page 284
TABLE 1507.4.3(2) - MINIMUM CORROSION RESISTANCE......Page 285
TABLE 1507.8.6 - WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE......Page 286
TABLE 1507.8 - WOOD SHINGLE AND SHAKE INSTALLATION......Page 287
TABLE 1507.9.7 - WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE......Page 288
SECTION 1508 - ROOF INSULATION......Page 289
SECTION 1509 - ROOFTOP STRUCTURES......Page 290
SECTION 1510 - REROOFING......Page 291
SECTION 1602 - DEFINITONS AND NOTATIONS......Page 292
SECTION 1603 - CONSTRUCTION DOCUMENTS......Page 293
SECTION 1604 - GENERAL DESIGN REQUIREMENTS......Page 294
TABLE 1604.3 - DEFLECTION LIMITS a,b,c,h,i......Page 295
TABLE 1604.5 - OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES......Page 296
(Equation 16-15)......Page 297
SECTION 1606 - DEAD LOADS......Page 298
TABLE 1607.6 - UNIFORM AND CONCENTRATED LOADS......Page 299
TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS......Page 300
(Equation 16-26)......Page 302
(Equation 16-33)......Page 303
SECTION 1609 - WIND LOADS......Page 304
FIGURE 1608.2 - GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)......Page 305
TABLE 1609.1.2 - WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d......Page 307
TABLE 1609.3.1 - EQUIVALENT BASIC WIND SPEEDS a,b,c......Page 308
FIGURE 1609 - BASIC WIND SPEED (3 -SECOND GUST)......Page 309
(Equation 16-36)......Page 314
SECTION 1612 - FLOOD LOADS......Page 315
SECTION 1613 - EARTHQUAKE LOADS......Page 317
(Equation 16-38)......Page 318
(Equation 16-41)......Page 319
TABLE 1613.5.5 - SITE CLASSIFICATION......Page 320
TABLE 1613.5.6(2) - SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION......Page 321
FIGURE 1613.5(1) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITES STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 323
FIGURE 1613.5(2) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 325
FIGURE 1613.5(3) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 327
FIGURE 1613.5(4) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION  (5% OF CRITICAL DAMPING), SITE CLASS B......Page 329
FIGURE 1613.5(5) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 331
FIGURE 1613.5(6) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICVAL DAMPING), SITE CLASS B......Page 332
FIGURE 1613.5(7) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B......Page 333
FIGURE 1613.5(8) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 334
FIGURE 1613.5(9) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 335
FIGURE 1613.5(10) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 336
FIGURE 1613.5(12) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 338
FIGURE 1613.5(13) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 339
FIGURE 1613.5(14) - MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B......Page 340
SECTION 1702 - DEFINITIONS......Page 342
SECTION 1704 - SPECIAL INSPECTIONS......Page 343
TABLE 1704.3 - REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION......Page 345
TABLE 1704.4 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION......Page 346
TABLE 1704.5.1 - LEVEL 1 SPECIAL INSPECTION......Page 348
TABLE 1704.7 - REQUIRED VERIFICATION AND INSPECTION OF SOILS......Page 349
TABLE 1704.9 - REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS......Page 350
SECTION 1705 - STATEMENT OF SPECIAL INSPECTIONS......Page 351
SECTION 1707 - SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE......Page 353
TABLE 1708.1.4 - LEVEL 2 QUALITY ASSURANCE......Page 354
SECTION 1713 - IN0SITU LOAD TESTS......Page 355
SECTION 1714 - PRECONSTRUCTION LOAD TESTS......Page 356
SECTION 1715 - MATERIAL AND TEST STANDARDS......Page 357
SECTION 1802 - FOUNDATION AND SOILS INVESTIGATIONS......Page 358
SECTION 1803 - EXCAVATION, GRADING AND FILL......Page 359
SECTION 1805 - FOOTINGS AND FOUNDATIONS......Page 360
TABLE 1804.2 - ALLOWABLE FOUNDATION AND LATERAL PRESSURE......Page 361
TABLE 1805.4.2 - FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION a,b,c,d,e......Page 362
TABLE 1805.5(1) - PLAIN MASONRY FOUNDATION WALLS a,b,c......Page 364
TABLE 1805.5(2) - 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >/- 5 INCHES a,b,c......Page 365
TABLE 1805.5(3) - 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >/- 6.75 INCHES a,b,c......Page 366
TABLE 1805.5(4) - 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >/- 8.75 INCHES a,b,c......Page 367
TABLE 1805.5(5) - CONCRETE FOUNDATION WALLS b,c......Page 368
(Equation 18-1)......Page 370
(Equation 18-3)......Page 371
SECTION 1807 - DAMPPROOFING AND WATERPROOFING......Page 372
SECTION 1808 - PIER AND PILE FOUNDATIONS......Page 373
SECTION 1809 - DRIVEN PILE FOUNDATIONS......Page 378
(Equation 18-4)......Page 379
(Equation 18-10)......Page 380
SECTION 1810 - CAST-IN-PLACE CONCRETE PILE FOUNDATIONS......Page 381
SECTION 1812 - PIER FOUNDATIONS......Page 385
SECTION 1904 - DURABIILITY REQUIREMENTS......Page 388
FIGURE 1904.2.2 - WEATHERING PROBABILITY MAP FOR CONCRETE a,b,c......Page 389
SECTION 1906 - FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS......Page 390
SECTION 1908 - MODIFICATIONS TO ACI 318......Page 391
SECTION 1909 - STRUCTURAL PLAIN CONCRETE......Page 394
SECTION 1912 - ANCHORAGE TO CONCRETE - STRENGTH DESIGN......Page 395
SECTION 1913 - SHOTCRETE......Page 396
SECTION 1915 - CONCRETE-FILLED PIPE COLUMNS......Page 397
SECTION 2002 - MATERIALS......Page 400
SECTION 2102 - DEFINITIONS AND NOTATIONS......Page 402
TABLE 2103.10 - CERAMIC TILE MORTAR COMPOSITIONS......Page 406
TABLE 2103.8(2) - MORTAR PROPERTIES a......Page 407
TABLE 2103.12 - GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION......Page 408
SECTION 2104 - CONSTRUCTION......Page 409
SECTION 2105 - QUALITY ASSURANCE......Page 412
SECTION 2106 - SEISMIC DESIGN......Page 413
(Equation 21-1)......Page 414
SECTION 2108 - STRENGTH DESIGN OF MASONRY......Page 415
SECTION 2109 - EMPIRICAL DESIGN OF MASONRY......Page 416
TABLE 2109.4.1 - WALL LATERAL SUPPORT REQUIREMENTS......Page 417
TABLE 2109.3.2 - ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY......Page 418
TABLE 2109.5.3.1 - FOUNDATION WALL CONSTRUCTION......Page 419
TABLE 2109.8.3.1 - ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY......Page 421
SECTION 2110 - GLASS UNIT MASONRY......Page 422
SECTION 2111 - MASONRY FIREPLACES......Page 423
FIGURE 2111.11 - ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION......Page 425
SECTION 2113 - MASONRY CHIMNEYS......Page 426
FIGURE 2113.16 - FLUE SIZES FOR MASONRY CHIMNEYS......Page 429
FIGURE 2113.19 - ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION......Page 430
SECTION 2205 - STRUCTURAL STEEL......Page 432
SECTION 2207 - STEEL CABLE STRUCTURES......Page 433
SECTION 2210 - COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION......Page 434
SECTION 2302 - DEFINITIONS......Page 436
SECTION 2303 - MINIMUM STANDARDS AND QUALITY......Page 437
TABLE 2304.6 - MINIMUM THICKNESS OF WALL SHEATHING......Page 441
TABLE 2304.7(2) - SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE......Page 442
TABLE 2304.7(3) - ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS a,b......Page 443
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......Page 444
TABLE 2304.9.1 - FASTENING SCHEDULE......Page 446
SECTION 2305 - GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS......Page 450
TABLE 2305.2.3 - MAXIMUM DIAPHRAGM DIMENSION RATIOS HORIZONTAL AND SLOPED DIAPHRAGM......Page 451
TABLE 2305.2.2(2) - VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS......Page 452
FIGURE 2305.2.5(1) - DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING......Page 453
FIGURE 2305.2.5(2) - DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM......Page 454
FIGURE 2305.3.5 - GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO......Page 455
TABLE 2305.3.8.2 - SHEAR RESISTANCE ADJUSTMENT FACTOR, Co......Page 456
SECTION 2306 - ALLOWABLE STRESS DESIGN......Page 457
TABLE 2306.1.4 - ALLOWABLE LOADS FOR LUMBER DECKING......Page 458
TABLE 2306.3.3 - DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE......Page 459
TABLE 2306.3.1 - ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE a FOR WIND OR SEISMIC LOADING h......Page 460
TABLE 2306.3.2 - ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING b,g,h......Page 463
TABLE 2306.4.1 - ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHRN PINEa FOR WIND OR SEISMIC LOADING  b,h,i,j,l......Page 465
TABLE 2306.4.4 - ALLOWABLE SHEAR VALUES (plf)  FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION  FOR TYPE V CONSTRUCTION ONLY a,b,c,d,e,f,g,h......Page 466
TABLE 2306.4.5 - ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES......Page 467
SECTION 2308 - CONVENTIONAL LIGHT-FRAME CONSTRUCTION......Page 464
TABLE 2308.8(1) - FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/^ = 360)......Page 470
TABLE 2308.8(2) - FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load=40 psf, L/^ = 360)......Page 472
TABLE 2308.9.1 - SIZE,HEIGHT AND SPACING OF WOOD STUDS......Page 474
FIGURE 2308.9.3 - BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM......Page 477
TABLE 2308.9.3(1) - BRACED WALL PANELS a......Page 478
TABLE 2308.9.3(4) - ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)......Page 479
TABLE 2308.9.3(5) - HARDBOARD SIDING......Page 480
TABLE 2308.9.5 - HEADER AND GIRDER SPANS a FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir b and Required Number of Jack Studs)......Page 481
TABLE 2308.9.6 - HEADER AND GIRDER SPANS a FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir b and Required Number of Jack Studs)......Page 483
TABLE 2308.10.1 - REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) a,b,c,e,f,g,h......Page 484
TABLE 2308.10.2(1) - CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/^ = 240)......Page 485
TABLE 2308.10.2(2) - CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Unihabitable Attics with Limited Storage, Live Load = 20 pounds per square foot, L/^ = 240)......Page 487
TABLE 2308.10.3(1) - RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/^ = 180)......Page 489
TABLE 2308.10.3(2) - (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/^ = 240)......Page 491
TABLE 2308.10.3(3) - RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/^ = 180)......Page 493
RAFTER SPANS FOR COMMON LUMBER SPECIES ( Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/^ =180)......Page 495
TABLE 2308.10.3(5) - RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/^ = 240)......Page 497
TABLE 2308.10.3(6) - RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/^ = 240)......Page 499
TABLE 2308.10.4.1 - RAFTER TIE CONNECTIONS g......Page 501
TABLE 2308.10.9 - ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING......Page 502
FIGURE 2308.11.3.2 - STEPPED FOOTING CONNECTION DETAILS......Page 504
FIGURE 2308.11.3.3 - OPENINGS IN HORIZONTAL DIAPHRAGMS......Page 505
TABLE 2308.12.4 - WALL BRACNG IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Line a)......Page 506
FIGURE 2308.12.6(2) - BRACED WALL PANELS SUPPORTED BY CATILEVER OR SET BACK......Page 507
FIGURE 2308.12.6(5) - BRACED WALL PANEL EXTENSION OVER OPENING......Page 508
FIGURE 2308.12.6(8) - OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS......Page 509
(Equation 24-4)......Page 510
(Equation 24-12)......Page 511
SECTION 2405 - SLOPED GLAZING AND SKYLIGHTS......Page 512
TABLE 2406.1 - MINIMUM CATEGORY CLASSIFICATION OF GLAZING......Page 513
SECTION 2409 - GLASS IN ELEVATOR HOISTWAY......Page 515
SECTION 2505 - SHEAR WALL CONSTRUCTION......Page 516
TABLE 2508.1 - INSTALLATION OF GYPSUM CONSTRUCTION......Page 517
SECTION 2509 - GYPSUM BOARD IN SHOWERS AND WATER CLOSETS......Page 518
TABLE 2511.1.1 - INSTALLATION OF PLASTER CONSTRUCTION......Page 519
SECTION 2513 - EXPOSED AGGREGATE PLASTER......Page 520
SECTION 2603 - FOAM PLASTIC INSULATION......Page 522
SECTION 2604 - INTERIOR FINISH AND TRIM......Page 525
SECTION 2606 - LIGHT-TRANSMITTING PLASTICS......Page 526
TABLE 2607.4 - AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS a......Page 527
SECTION 2609 - LIGHT-TRANSMITTING PLASTIC ROOF PANELS......Page 528
SECTION 2611 - LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS......Page 529
[F] SECTION 2702 - EMERGENCY AND STANDBY POWER SYSTEMS......Page 532
SECTION 2801 - GENERAL......Page 534
[P] TABLE 2902.1 -- MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a (See Sections 2902.2 and 2902.3)......Page 536
[F] SECTION 3003 - EMERGENCY OPERATIONS......Page 540
SECTION 3005 - CONVEYING SYSTEMS......Page 541
SECTION 3006 - MACHINE ROOMS......Page 542
SECTION 3102 - MEMBRANE STRUCTURES......Page 544
SECTION 3104 - PEDESTRIAN WALKWAYS AND TUNNELS......Page 545
SECTION 3105 - AWNINGS AND CANOPIES......Page 546
SECTION 3109 - SWIMMING POOL ENCLOSURES AND SAFETY DEVICES......Page 547
SECTION 3202 - ENCROACHMENTS......Page 550
SECTION 3305 - SANITARY......Page 552
TABLE 3306.1 - PROTECTION OF PEDESTRIANS......Page 553
[F] SECTION 3311 - STANDPIPES......Page 554
SECTION 3312 - AUTOMATIC SPRINKLER SYSTEM......Page 555
SECTION 3403 - ADDITIONS, ALTERATIONS OR REPAIRS......Page 556
SECTION 3404 - FIRE ESCAPES......Page 557
SECTION 3409 - ACCESSIBILITY FOR EXISTING BUILDINGS......Page 558
TABLE 3409.8.5 - RAMPS......Page 559
[EB] SECTION 3410 - COMPLIANCE ALTERNATIVES......Page 560
(Equation 34-1)......Page 561
TABLE 3410.6.4 - SEPARATION VALUES......Page 562
TABLE 3410.6.6(2) - CONSTRUCTION-TYPE FACTOR......Page 563
TABLE 3410.6.10 - SMOKE CONTROL VALUES......Page 564
TABLE 3410.6.12 - DEAD-END VALUES......Page 565
TABLE 3410.6.15 - MEANS OF EGRESS EMERGENCY LIGHTING VALUES......Page 566
TABLE 3410.8 - MANDATORY SAFETY SCORES a......Page 567
TABLE 3410.7 - SUMMARY SHEET - BUILDING CODE......Page 568
ACI......Page 570
AISI......Page 571
ANSI......Page 572
ASCE/SEI......Page 573
ASTM......Page 574
AWS......Page 580
CSSB......Page 581
FEMA......Page 582
ICC......Page 583
NFPA......Page 584
PCI......Page 585
TMS......Page 586
UL......Page 587
WRI......Page 588
SECTION A102 - REFERENCED STANDARDS......Page 590
SECTION B101 - GENERAL......Page 592
SECTION C104 - EXITS......Page 594
SECTION D102 - BUILDING RESTRICTIONS......Page 596
SECTION D105 - EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT......Page 597
SECTION D106 - REFERENCED STANDARDS......Page 598
SECTION E104 - SPECIAL OCCUPANCIES......Page 600
SECTION E106 - TELEPHONES......Page 601
SECTION E107 - SIGNAGE......Page 602
SECTION E109 - TRANSPORTATION FACILITIES AND STATIONS......Page 603
SECTION E111 - REFERENCED STANDARDS......Page 604
SECTION F101 - GENERAL......Page 606
SECTION G103 - POWERS AND DUTIES......Page 608
SECTION G105 - VARIANCES......Page 609
SECTION G201 - DEFINITIONS......Page 610
SECTION G601 - RECREATIONAL VEHICLES......Page 611
SECTION G901 - REFERENCED STANDARDS......Page 612
SECTION H104 - IDENTIFICATION......Page 614
SECTION H109 - GROUND SIGNS......Page 615
SECTION H112 - PROJECTING SIGNS......Page 616
SECTION H115 - REFERENCED STANDARDS......Page 617
SECTION I104 - STRUCTURAL PROVISIONS......Page 618
SECTION J104 - PERMIT APPLICATION AND SUBMITTALS......Page 620
FIGURE J107.3 - BENCHING DETAILS......Page 621
SECTION J109 - DRAINAGE AND TERRACING......Page 622
SECTION J111 - REFERENCED STANDARDS......Page 623
TABLE OF CONTENTS......Page 624
SECTION K102 - APPLICABILITY......Page 626
SECTION K202 - GENERAL DEFINITONS......Page 628
SECTION K303 - CERTIFICATE OF OCCUPANCY......Page 630
SECTION K403 - CONDITIONS......Page 632
SECTION K404 - FEES......Page 633
SECTION K503 - DESIGN PRODESSIONAL IN RESPONSIBLE CHARGE......Page 634
SECTION K504 - HANDLING SUBMITALS......Page 635
SECTION K603 - ALTERNATIVE ENGINEERED DESIGN......Page 636
SECTION K702 - REQUIRED INSPECTIONS......Page 638
SECTION K703 - TESTING......Page 639
SECTION K801 - GENERAL......Page 640
SECTION K901 - CONDITIONS......Page 642
SECTION K1004 - STOP WORK ORDER......Page 644
SECTION K1103 - PROCEDURES......Page 646
SECTION K1202 - PROVISIONS......Page 648
SECTION K1203 - EXISTING ELECTRICAL FACILITIES......Page 649
UL......Page 650
INDEX......Page 652