NJ BuildingCode 06 2006
$65.00
International Building Code, New Jersey Edition
| Published By | Publication Date | Number of Pages |
| NJ | 2006 | 600 |
This is a fully integrated custom code based on the 2006 International Building Code®.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | INTERNATIONAL BUILDING CODE ® NEW JERSEY EDITION |
| 2 | COPYRIGHT© 2007 |
| 3 | PREFACE |
| 5 | TABLE OF CONTENTS |
| 11 | CHAPTER 1 ADMINISTRATION Deleted |
| 13 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 25 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
| 26 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
| 27 | SECTION 307 HIGH-HAZARD GROUP H |
| 29 | [F] TABLE 307.1(1)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p |
| 30 | F] TABLE 307.1(1)—continuedMAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, |
| 31 | [F] TABLE 307.1(2)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, j |
| 35 | SECTION 308 INSTITUTIONAL GROUP I |
| 36 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 37 | SECTION 311 STORAGE GROUP S |
| 38 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 39 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASEDON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL BUILDINGS Equation 4-1 |
| 42 | SECTION 403 HIGH-RISE BUILDINGS |
| 43 | SECTION 404 ATRIUMS |
| 44 | SECTION 405 UNDERGROUND BUILDINGS |
| 45 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 47 | TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT |
| 49 | SECTION 407 GROUP I-2 |
| 50 | SECTION 408 GROUP I-3 |
| 51 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 52 | SECTION 410 STAGES AND PLATFORMS |
| 54 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES |
| 55 | TABLE 412.1.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 56 | SECTION 413 COMBUSTIBLE STORAGE |
| 57 | SECTION 414 HAZARDOUS MATERIALS [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 59 | [F] TABLE 414.2.5(1)MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NON FLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS d,e,f |
| 60 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 61 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa |
| 63 | TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 64 | TABLE 415.3.1—continuedMINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 65 | TABLE 415.3.2 REQUIRED DETACHED STORAGE |
| 69 | TABLE 415.8.2.1.1QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a |
| 73 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES |
| 74 | SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 GROUP I-1, R-1, R-2, R-3 SECTION 420 HYDROGEN CUTOFF ROOMS |
| 77 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS SECTION 504 HEIGHT |
| 78 | TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREASaHeight limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of “Area, building,” per story |
| 79 | SECTION 505 MEZZANINES |
| 80 | SECTION 506 AREA MODIFICATIONS Equation 5-1 Equation 5-2 |
| 81 | SECTION 507 UNLIMITED AREA BUILDINGS |
| 82 | SECTION 508 MIXED USE AND OCCUPANCY TABLE 508.2 INCIDENTAL USE AREAS |
| 83 | TABLE 508.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) |
| 84 | SECTION 509 SPECIAL PROVISIONS |
| 87 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION |
| 88 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION |
| 89 | TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, |
| 90 | TABLE 602.4 WOOD MEMBER SIZE |
| 91 | CHAPTER 7 FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 701 GENERAL SECTION 702 DEFINITIONS |
| 92 | SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 93 | SECTION 704 EXTERIOR WALLS |
| 94 | Equation 7-2 FIGURE 704.7 EQUIVALENT OPENING FACTOR TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa |
| 96 | SECTION 705 FIRE WALLS TABLE 705.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 98 | SECTION 706 FIRE BARRIERS TABLE 706.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIREBARRIER ASSEMBLIES BETWEEN FIRE AREAS |
| 99 | SECTION 707 SHAFT ENCLOSURES |
| 101 | SECTION 708 FIRE PARTITIONS |
| 102 | SECTION 709 SMOKE BARRIERS |
| 103 | SECTION 710 SMOKE PARTITIONS SECTION 711 HORIZONTAL ASSEMBLIES |
| 104 | SECTION 712 PENETRATIONS |
| 106 | SECTION 713 FIRE-RESISTANT JOINT SYSTEMS |
| 107 | SECTION 714 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 108 | SECTION 715 OPENING PROTECTIVES |
| 109 | TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS |
| 111 | TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.3 LIMITING SIZES OF WIRED GLASS PANELS |
| 112 | SECTION 716 DUCTS AND AIR TRANSFER OPENINGS TABLE 716.3.1 FIRE DAMPER RATING |
| 115 | SECTION 717 CONCEALED SPAC |
| 117 | SECTION 718 FIRE-RESISTANCE REQUIREMENTSFOR PLASTER SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS |
| 118 | SECTION 720 PRESCRIPTIVE FIRE RESISTANCE |
| 119 | TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 120 | TABLE 720.1(1)—continuedMINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 121 | TABLE 720.1(1)—continuedMINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 122 | TABLE 720.1(1)—continuedMINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 123 | TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 124 | TABLE 720.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 125 | TABLE 720.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 126 | TABLE 720.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 127 | TABLE 720.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, |
| 128 | TABLE 720.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 129 | TABLE 720.1(2)—continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 130 | TABLE 720.1(3)MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, |
| 131 | TABLE 720.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, |
| 132 | TABLE 720.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, |
| 133 | TABLE 720.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, |
| 134 | TABLE 720.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYST |
| 135 | TABLE 720.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, |
| 136 | TABLE 720.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, |
| 137 | TABLE 720.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, |
| 138 | SECTION 721 CALCULATED FIRE RESISTANCE |
| 139 | TABLE 721.2.1.1MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING ORNONLOAD-BEARING Equation 7-3 FIGURE 721.2.1.2FIRE-RESISTANCE RATINGS OFTWO-WYTHE CONCRETE WALLS Equation 7-4 |
| 140 | TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59 |
| 141 | FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
| 142 | TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS Equation 7-5 FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS |
| 143 | FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS |
| 144 | FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) |
| 145 | TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 146 | TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) Equation 7-6 |
| 147 | TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d Equation 7-7 TABLE 721.3.4 MINIMUM COVER OF LONGITUDINALREINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 721.3.5 MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches) |
| 148 | Equation 7-8 TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS Equation 7-9 Equation 7-10 |
| 149 | TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAMEBRICK VENEER WALLS OR PARTITIONS TABLE 721.4.1(3) VALUES OF Rn0.59 TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 721.4.1(5) REINFORCED MASONRY LINTELS TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS Equation 7-11 |
| 150 | FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETEROF STRUCTURAL STEEL COLUMNS Equation 7-12 |
| 151 | Equation 7-13 FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEELCOLUMNS WITH SHEET STEEL COLUMN COVERSFor SI: 1 inch = 25.4 mm, 1 foot = 305 mm.1. Structural steel column, either wide flange or tubular FIGURE 721.5.1(3)GYPSUM WALLBOARD PROTECTED STRUCTURAL STEELCOLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 152 | Equation 7-14 FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNSPROTECTED WITH VARIOUS THICKNESSES OFTYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITHSPRAY-APPLIED FIRE-RESISTANT MATERIALS FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b Equation 7-15 |
| 153 | Equation 7-16 FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTEDSTRUCTURAL STEEL COLUMNS FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETEROF STRUCTURAL STEEL BEAMS AND GIRDERS |
| 154 | TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
| 155 | TABLE 721.5.1(2) PROPERTIES OF CONCRETE TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAYMASONRY UNITS |
| 156 | TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 157 | TABLE 721.5.1(4)—continuedWEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 158 | TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 159 | TABLE 721.5.1(5)—continuedFIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 160 | TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 161 | TABLE 721.5.1(7)MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN NORMAL-WEIGHT CONCRETEa[FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa[FIGURE 721.5.1(6)(c)] |
| 162 | TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNSIN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)] TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNSIN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)] |
| 163 | Equation 7-17 |
| 164 | TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS Equation 7-18 Equation 7-19 Equation 7-20 Equation 7-21 TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS |
| 165 | TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION FIGURE 721.6.3(1 )LOAD FIGURE |
| 166 | FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS |
| 167 | CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES |
| 169 | SECTION 804 INTERIOR FLOOR FINISH TABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 170 | SECTION 805 COMBUSTIBLE MATERIALS IN TYPE I AND IICONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 173 | CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS |
| 176 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 177 | TABLE 903.2.4.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 178 | TABLE 903.2.13 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 179 | TABLE 903.2.14 AUTOMATIC SPRINKLER SYSTEM THRESHOLDS |
| 181 | SECTION 904 ALTERNATIVE AUTOMATICFIRE-EXTINGUISHING SYSTEMS |
| 182 | SECTION 905 STANDPIPE SYSTEMS |
| 185 | SECTION 906 PORTABLE FIRE EXTINGUISHERS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 192 | TABLE 907.9.1.2 VISIBLE AND AUDIBLE ALARMS |
| 193 | SECTION 908 EMERGENCY ALARM SYSTEMS |
| 194 | SECTION 909 SMOKE CONTROL SYSTEMS |
| 195 | Equation 9-1 Equation 9-2 |
| 196 | Equation 9-8 Equation 9-9 |
| 200 | SECTION 910 SMOKE AND HEAT VENTS |
| 201 | TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa |
| 202 | Equation 9-10 SECTION 911 FIRE COMMAND CENTER |
| 203 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 205 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS |
| 206 | SECTION 1003 GENERAL MEANS OF EGRESS |
| 207 | SECTION 1004 OCCUPANT LOAD |
| 208 | TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 EGRESS WIDTH |
| 209 | TABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED SECTION 1006 MEANS OF EGRESS ILLUMINATION SECTION 1007 ACCESSIBLE MEANS OF EGRESS |
| 211 | SECTION 1008 DOORS, GATES AND TURNSTILES |
| 212 | TABLE 1008.1.3.1 REVOLVING DOOR SPEEDS |
| 216 | SECTION 1009 STAIRWAYS |
| 218 | SECTION 1010 RAMPS |
| 219 | SECTION 1011 EXIT SIGNS |
| 220 | SECTION 1012 HANDRAILS |
| 221 | SECTION 1013 GUARDS |
| 222 | SECTION 1014 EXIT ACCESS |
| 223 | SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS |
| 224 | SECTION 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa |
| 225 | SECTION 1017 CORRIDORS TABLE 1017.1 CORRIDOR FIRE-RESISTANCE RATING |
| 226 | SECTION 1018 EXITS SECTION 1019 NUMBER OF EXITS AND CONTINUITY TABLE 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD |
| 227 | TABLE 1019.2 BUILDINGS WITH ONE EXIT SECTION 1020 VERTICAL EXIT ENCLOSURES |
| 228 | SECTION 1021 EXIT PASSAGEWAYS |
| 229 | SECTION 1022 HORIZONTAL EXITS SECTION 1023 EXTERIOR EXIT RAMPS AND STAIRWAYS |
| 230 | SECTION 1024 EXIT DISCHARGE |
| 231 | SECTION 1025 ASSEMBLY |
| 232 | TABLE 1025.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 234 | TABLE 1025.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 235 | SECTION 1026 EMERGENCY ESCAPE AND RESCUE |
| 237 | CHAPTER 11 ACCESSIBILITYDeleted |
| 239 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 240 | SECTION 1204 TEMPERATURE CONTROL Deleted SECTION 1205 LIGHTING |
| 241 | SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 242 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 SURROUNDING MATERIALS |
| 243 | CHAPTER 13 ENERGY EFFICIENCY Deleted |
| 245 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
| 246 | SECTION 1404 MATERIALS SECTION 1405 INSTALLATION OF WALL COVERINGS |
| 247 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 250 | SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIORSIDE OF EXTERIOR WALLS TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS |
| 251 | SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
| 253 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION |
| 254 | SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.2.1 ROOF COVERING CLASSIFICATIONUSING ALTERNATIVE METHOD |
| 255 | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FORBUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREASOUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1b MINIMUM ROOF COVERING CLASSIFICATIONFOR TYPES OF CONSTRUCTION SECTION 1506 MATERIALS |
| 256 | SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 257 | TABLE 1507.2.9.2VALLEY LINING MATERIAL |
| 259 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, |
| 260 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 261 | TABLE 1507.7.5 SLATE SHINGLE HEADLAP TABLE 1507.8.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.6 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 262 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 263 | TABLE 1507.9.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 264 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 265 | SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES |
| 266 | SECTION 1510 REROOFING |
| 267 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS |
| 268 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 269 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 270 | TABLE 1604.3 DEFLECTION LIMITSa, |
| 271 | TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 272 | SECTION 1605 LOAD COMBINATIONS Equation 16-1 Equation 16-2 Equation 16-3 Equation 16-4 Equation 16-5 Equation 16-6 Equation 16-7 Equation 16-8 Equation 16-9 Equation 16-10 Equation 16-11 Equation 16-12 Equation 16-13 Equation 16-14 Equation 16-15 |
| 273 | Equation 16-16 Equation 16-17 Equation 16-18 Equation 16-19 Equation 16-20 Equation 16-21 Equation 16-22 Equation 16-23 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 274 | TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS |
| 275 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg |
| 276 | TABLE 1607.1—continuedMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg Equation 16-24 |
| 277 | TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL Equation 16-25 Equation 16-26 |
| 278 | Equation 16-27 Equation 16-28 Equation 16-29 Equation 16-30 Equation 16-31 Equation 16-32 Equation 16-33 |
| 279 | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS |
| 280 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 281 | FIGURE 1608.2–continuedGROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 282 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c, |
| 283 | Equation 16-34 TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa, |
| 284 | FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) |
| 285 | FIGURE 1609—continuedBASIC WIND SPEED (3-SECOND GUST) |
| 286 | FIGURE 1609–continuedBASIC WIND SPEED (3-SECOND GUST)WESTERN GULF OF MEXICO HURRICANE COASTLINE |
| 287 | FIGURE 1609–continuedBASIC WIND SPEED (3-SECOND GUST)EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE |
| 288 | FIGURE 1609–continuedBASIC WIND SPEED (3-SECOND GUST)MID AND NORTHERN ATLANTIC HURRICANE COASTLINE |
| 289 | Equation 16-35 SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS Equation 16-36 |
| 290 | TABLE 1610.1 SOIL LATERAL LOAD SECTION 1612 FLOOD LOADS |
| 292 | SECTION 1613 EARTHQUAKE LOADS |
| 293 | Equation 16-37 Equation 16-38 TABLE 1613.5.2 SITE CLASS DEFINITIONS |
| 294 | TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Fa TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT F Equation 16-39 Equation 16-40 Equation 16-41 |
| 295 | Equation 16-42 Equation 16-43 Equation 16-44 TABLE 1613.5.5 SITE CLASSIFICATIONa |
| 296 | TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION |
| 298 | FIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 299 | FIGURE 1613.5(1)—continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 300 | FIGURE 1613.5(2)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 301 | FIGURE 1613.5(2)—continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 302 | FIGURE 1613.5(3)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 303 | FIGURE 1613.5(3)—continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 304 | FIGURE 1613.5(4)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 305 | FIGURE 1613.5(4)—continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 306 | FIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS |
| 307 | FIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 308 | FIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B |
| 309 | FIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 310 | FIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 311 | FIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 312 | FIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 313 | FIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 314 | 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 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 315 | FIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 317 | CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS |
| 318 | SECTION 1703 APPROVALS SECTION 1704 SPECIAL INSPECTIONS |
| 320 | TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 321 | TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION |
| 323 | TABLE 1704.5.1 LEVEL 1 SPECIAL INSPECTION |
| 324 | TABLE 1704.5.3 LEVEL 2 SPECIAL INSPECTION TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS |
| 325 | TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS |
| 326 | SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS |
| 327 | SECTION 1706 CONTRACTOR RESPONSIBILITY SECTION 1707 SPECIAL INSPECTIONS FORSEISMIC RESISTANCE |
| 328 | SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE SECTION 1709 STRUCTURAL OBSERVATIONS Deleted SECTION 1710 DESIGN STRENGTHS OF MATERIALS |
| 329 | SECTION 1711 ALTERNATIVE TEST PROCEDURE SECTION 1712 TEST SAFE LOAD SECTION 1713 IN-SITU LOAD TESTS SECTION 1714 PRECONSTRUCTION LOAD TESTS |
| 330 | SECTION 1715 MATERIAL AND TEST STANDARDS |
| 333 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 FOUNDATION AND SOILS INVESTIGATIONS |
| 334 | SECTION 1803 EXCAVATION, GRADING AND FILL |
| 335 | SECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS |
| 336 | TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE SECTION 1805 FOOTINGS AND FOUNDATIONS |
| 337 | FIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, |
| 339 | TABLE 1805.5(1) PLAIN MASONRY FOUNDATION WALLSa, |
| 340 | TABLE 1805.5(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa, |
| 341 | TABLE 1805.5(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHESa, b, |
| 342 | TABLE 1805.5(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa, |
| 343 | TABLE 1805.5(5) CONCRETE FOUNDATION WALLSb, c |
| 345 | Equation 18-1 Equation 18-2 |
| 346 | Equation 18-3 |
| 347 | SECTION 1806 RETAINING WALLS SECTION 1807 DAMPPROOFING AND WATERPROOFING |
| 348 | SECTION 1808 PIER AND PILE FOUNDATIONS |
| 353 | SECTION 1809 DRIVEN PILE FOUNDATIONS |
| 354 | Equation 18-4 |
| 355 | Equation 18-5 Equation 18-6 Equation 18-7 Equation 18-8 Equation 18-9 Equation 18-10 |
| 356 | SECTION 1810 CAST-IN-PLACE CONCRETE PILE FOUNDATIONS |
| 360 | SECTION 1811 COMPOSITE PILES SECTION 1812 PIER FOUNDATIONS |
| 363 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS |
| 364 | TABLE 1904.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, |
| 365 | SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS |
| 366 | SECTION 1907 DETAILS OF REINFORCEMENT SECTION 1908 MODIFICATIONS TO ACI 318 |
| 369 | SECTION 1909 STRUCTURAL PLAIN CONCRETE |
| 370 | SECTION 1910 MINIMUM SLAB PROVISIONS SECTION 1911 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN Equation 19-1 SECTION 1912 ANCHORAGE TO CONCRETE—STRENGTH DESIGN |
| 371 | SECTION 1913 SHOTCRETE TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pound |
| 372 | SECTION 1914 REINFORCED GYPSUM CONCRETE SECTION 1915 CONCRETE-FILLED PIPE COLUMNS |
| 375 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS |
| 377 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS |
| 381 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS |
| 382 | TABLE 2103.8(1) MORTAR PROPORTIONS TABLE 2103.8(2) MORTAR PROPERTIESa |
| 383 | TABLE 2103.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 385 | SECTION 2104 CONSTRUCTION |
| 387 | SECTION 2105 QUALITY ASSURANCE |
| 388 | TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASO TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY |
| 389 | SECTION 2106 SEISMIC DESIGN |
| 390 | Equation 21-1 SECTION 2107 ALLOWABLE STRESS DESIGN Equation 21-2 Equation 21-3 |
| 391 | SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY |
| 392 | TABLE 2109.2.1.2 DIAPHRAGM LENGTH-TO-WIDTH RATIOS TABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONALAREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS TABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENTS |
| 393 | TABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 394 | TABLE 2109.5.3.1 FOUNDATION WALL CONSTRUCTION |
| 396 | Equation 21-4 TABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 397 | SECTION 2110 GLASS UNIT MASONRY |
| 398 | FIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESIST |
| 399 | SECTION 2111 MASONRY FIREPLACES |
| 400 | FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION |
| 401 | SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS |
| 404 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 405 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION |
| 407 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTIONOF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL |
| 408 | SECTION 2206 STEEL JOISTS SECTION 2207 STEEL CABLE STRUCTURES |
| 409 | SECTION 2208 STEEL STORAGE RACKS SECTION 2209 COLD-FORMED STEEL SECTION 2210 COLD-FORMED STEELLIGHT-FRAMED CONSTRUCTION |
| 411 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS |
| 412 | SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 415 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 416 | TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING |
| 417 | TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 418 | TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHINGAND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITHSTRENGTH AXIS PERPENDICULAR TO SUPPORTSa, |
| 419 | TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVERTWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted) |
| 421 | TABLE 2304.9.1 FASTENING SCHEDULE |
| 422 | TABLE 2304.9.1—continuedFASTENING SCHEDULE |
| 423 | TABLE 2304.9.1—continuedFASTENING SCHEDULE |
| 425 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FORLATERAL-FORCE-RESISTING SYSTEMS |
| 426 | Equation 23-1 TABLE 2305.2.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGMDEFLECTION DUE TO FASTENER SLIP (Structural |
| 427 | TABLE 2305.2.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 428 | TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOSHORIZONTAL AND SLOPED DIAPHRAGM FIGURE 2305.2.5(1) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOSHORIZONTAL AND SLOPED DIAPHRAGM |
| 429 | FIGURE 2305.2.5(2) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM Equation 23-2 TABLE 2305.3.4 MAXIMUM SHEAR WALL DIMENSION RATIOS |
| 430 | FIGURE 2305.3.5 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH |
| 431 | TABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, C |
| 432 | Equation 23-3 Equation 23-4 |
| 433 | SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 434 | TABLE 2306.2.1 WALL STUD BENDING STRESS INCREASE FACTORS TABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE |
| 435 | TABLE 2306.3.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 436 | TABLE 2306.3.1—continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh |
| 437 | TABLE 2306.3.1—continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh |
| 438 | TABLE 2306.3.2 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, |
| 439 | SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN |
| 440 | TABLE 2306.4.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITHFRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, |
| 441 | TABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb TABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb TABLE 2306.4.4 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ONSHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa, |
| 442 | TABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATHAND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES |
| 443 | SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 445 | TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L/ = 360) |
| 446 | TABLE 2308.8(1)—continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L/ = 360) |
| 447 | TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360) |
| 448 | TABLE 2308.8(2)—continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360) |
| 449 | TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 452 | FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 453 | FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING TABLE 2308.9.3(1) BRACED WALL PANELSa |
| 454 | TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) 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) |
| 455 | TABLE 2308.9.3(5) HARDBOARD SIDING |
| 456 | TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 457 | TABLE 2308.9.5—continuedHEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 458 | TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 459 | TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) |
| 460 | TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240) |
| 461 | TABLE 2308.10.2(1)—continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240) TABLE 2308.10.2(1)—continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240) |
| 462 | TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/ = 240) |
| 463 | TABLE 2308.10.2(2)—continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/ = 240) |
| 464 | 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) |
| 465 | TABLE 2308.10.3(1)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180) |
| 466 | TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240) |
| 467 | TABLE 2308.10.3(2)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240) |
| 468 | 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) |
| 469 | TABLE 2308.10.3(3)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180) |
| 470 | TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180) |
| 471 | TABLE 2308.10.3(4)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180) |
| 472 | 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) |
| 473 | TABLE 2308.10.3(5)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/ = 240) |
| 474 | 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) |
| 475 | TABLE 2308.10.3(6)—continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/ = 240) |
| 476 | TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg |
| 477 | TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 478 | TABLE 2308.10.9–continuedALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 479 | FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS |
| 480 | FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS |
| 481 | TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E(Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea) |
| 482 | FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK |
| 483 | FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING |
| 484 | FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 485 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMICAND DEAD LOADS ON GLASS Equation 24-1 Equation 24-2 Equation 24-3 Equation 24-4) |
| 486 | Equation 24-5 Equation 24-6 Equation 24-7 Equation 24-8 Equation 24-9 Equation 24-10 Equation 24-11 Equation 24-12 |
| 487 | SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 488 | Equation 24-13 Equation 24-14 Equation 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING |
| 490 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAY |
| 491 | CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION |
| 492 | SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508. INSTALLATION OF GYPSUM CONSTRUCTION |
| 493 | TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 GYPSUM BOARD IN SHOWERSAND WATER CLOSETS |
| 494 | SECTION 2510 LATHING AND FURRING FORCEMENT PLASTER (STUCCO) SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION |
| 495 | SECTION 2512 EXTERIOR PLASTER TABLE 2512.6 CEMENT PLASTERSa SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 497 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 500 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM |
| 501 | SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 502 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FORLIGHT-TRANSMITTING PLASTIC WALL PANELSa |
| 503 | SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 504 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTINGPLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTICSKYLIGHT GLAZING SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS |
| 507 | CHAPTER 27 ELECTRICALDeleted |
| 509 | CHAPTER 28 MECHANICAL SYSTEMS Deleted |
| 511 | CHAPTER 29 PLUMBING SYSTEMS Deleted |
| 513 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES SECTION 3003 EMERGENCY OPERATIONS |
| 514 | SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS |
| 515 | SECTION 3006 MACHINE ROOMS |
| 517 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 518 | SECTION 3103 TEMPORARY STRUCTURES |
| 519 | SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS SECTION 3105 AWNINGS AND CANOPIES |
| 520 | SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 RADIO AND TELEVISION TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES |
| 521 | SECTION 3110 SWIMMING POOLS AND SPAS |
| 523 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 525 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS |
| 526 | TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 527 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 EXITS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM |
| 529 | CHAPTER 34 EXISTING STRUCTURES Deleted |
| 531 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI |
| 532 | AF&PA AHA AISC AISI |
| 533 | AITC ALI ANSI |
| 534 | APA ASAE ASCE/SEI |
| 535 | ASME ASTM |
| 541 | AWCI AWPA AWS |
| 542 | BHMA CGSB CSA CPSC CSSB |
| 543 | DASMA DOC DOL DOTn FEMA |
| 544 | FM GA HPVA ICC |
| 545 | ISO NAAMM NCMA NFPA |
| 546 | NSPI |
| 547 | PCI PTI RMI SJI SPRI |
| 548 | TIA TMS TPI UL |
| 549 | ULC USC WDMA WRI |
| 551 | APPENDIX A EMPLOYEE QUALIFICATIONS Deleted |
| 553 | APPENDIX B BOARD OF APPEALS Deleted |
| 555 | APPENDIX C GROUP U–AGRICULTURAL BUILDINGS Deleted |
| 557 | APPENDIX D FIRE DISTRICTS Deleted |
| 559 | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS Deleted |
| 561 | APPENDIX F RODENTPROOFING Deleted |
| 563 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION Deleted |
| 565 | APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION |
| 566 | SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS |
| 567 | SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS SECTION H113 MARQUEE SIGNS |
| 568 | SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS |
| 569 | APPENDIX I PATIO COVERS Deleted |
| 571 | APPENDIX J GRADING Deleted |
| 573 | APPENDIX K ICC ELECTRICAL CODE Deleted |
| 575 | INDEX |
