International Building Code 2006

SOFTCOVER VERSION: The 2006 International Building Code addresses the design and installation of building systems through requirements that emphasize performance. Fully compatible with all the International Codes, the 2006 edition provides up-to-date, comprehensive coverage that establishes minimum regulations for building systems using prescriptive and performance-related provisions. Content is founded on broad-based principles that make possible the use of materials and building designs. Structural as well as fire- and life-safety provisions covering seismic, wind, accessibility, egress, occupancy, roofs, and more are included. The 2006 International Building Code addresses the design and installation of building systems through requirements that emphasize performance. Fully compatible with all the International Codes, the 2006 edition provides up-to-date, comprehensive coverage that establishes minimum regulations for building systems using prescriptive- and performance-related provisions. Content is founded on broad-based principles that make possible the use of materials and building designs. 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 Administration Definitions Use and occupancy classification Special detailed requirements based on use and occupancy General building heights and areas Types of construction Fire-resistance-rated construction Interior finishes Fire protection systems Means of egress Accessibility Interior environment Energy efficiency Exterior walls Roof assemblies and rooftop structures Structural design Structural tests and special inspections Soils and foundations Concrete Aluminum Masonry Steel Wood Glass and glazing Gypsum board and plaster Plastic Electrical Mechanical systems Plumbing systems Elevators and conveying systems Special construction Encroachments into the public right-of-way Safeguards during construction Existing structures Referenced standards Employee qualifications Board of appeals Group U: agricultural buildings Fire districts Supplementary accessibility requirements Rodentproofing Flood-resistant construction Signs Patio covers Grading ICC electrical code.