VA VABuildingConstructionCode 2009
$65.54
Virginia Construction Code
| Published By | Publication Date | Number of Pages |
| VA | 2009 | 723 |
This is a fully integrated code based on the 2009 International Building Code
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2009 VIRGINIA CONSTRUCTION CODE |
| 2 | VIRGINIA CONSTRUCTION CODE PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE 2009 TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 14 | CHAPTER 1 – ADMINISTRATION SECTION 101 GENERAL |
| 15 | SECTION 102 PURPOSE AND SCOPE |
| 16 | SECTION 103 APPLICATION OF CODE |
| 18 | SECTION 104 ENFORCEMENT, GENERALLY |
| 19 | SECTION 105 LOCAL BUILDING DEPARTMENT SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL |
| 20 | SECTION 107 FEES SECTION 108 APPLICATION FOR PERMIT |
| 22 | SECTION 109 CONSTRUCTION DOCUMENTS |
| 23 | SECTION 110 PERMITS |
| 24 | SECTION 111 RDP SERVICES SECTION 112 WORKMANSHIP, MATERIALS AND EQUIPMENT |
| 25 | SECTION 113 INSPECTIONS |
| 26 | SECTION 114 STOP WORK ORDERS SECTION 115 VIOLATIONS |
| 27 | SECTION 116 CERTIFICATES OF OCCUPANCY SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION |
| 28 | SECTION 118 BUILDINGS AND STRUCTURES BECOMING UNSAFE DURING CONSTRUCTION |
| 29 | SECTION 119 APPEALS |
| 32 | CHAPTER 2 – DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 46 | CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
| 47 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
| 48 | SECTION 307 HIGH-HAZARD GROUP H |
| 49 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 50 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 51 | TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD |
| 57 | SECTION 308 INSTITUTIONAL GROUP I |
| 59 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 66 | FIGURE 602.10.1.1 BRACED WALL LINES TABLE 602.10.1.3 BRACED WALL LINE SPACING FIGURE 602.10.1.4 ANGLED WALLS |
| 67 | FIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS |
| 68 | TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED |
| 69 | TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED |
| 70 | TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 71 | TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY |
| 72 | TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING |
| 73 | TABLE R602.10.4 BRACING METHODS |
| 74 | TABLE R602.10.4 BRACING METHODS TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELSLESS THAN 48 INCHES IN ACTUAL LENGTH |
| 75 | TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS |
| 76 | FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING |
| 77 | FIGURE R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANEL |
| 78 | FIGURE R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS |
| 79 | FIGURE R602.10.6.3 METHOD PFG: PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C |
| 80 | TABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS |
| 81 | FIGURE R602.10.6.4 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION |
| 82 | FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING |
| 83 | FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING |
| 84 | FIGURE R602.10.8.1(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.8.1(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 85 | FIGURE R602.10.8.1(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES |
| 86 | FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS |
| 88 | FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING |
| 89 | TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE FIGURE R602.12.5 BRACING UNIT DISTRIBUTION |
| 92 | SECTION 311 STORAGE GROUP S |
| 93 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 94 | CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS EQUATION 4-1 |
| 97 | SECTION 403 HIGH-RISE BUILDINGS |
| 98 | TABLE 403.2.4 MINIMUM BOND STRENGTH |
| 100 | SECTION 404 ATRIUMS |
| 101 | SECTION 405 UNDERGROUND BUILDINGS |
| 102 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 104 | TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT |
| 106 | SECTION 407 GROUP I-2 |
| 107 | SECTION 408 GROUP I-3 |
| 109 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 110 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 112 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS |
| 113 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 114 | TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 115 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS |
| 116 | TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 117 | TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDSIN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA |
| 119 | TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 120 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 122 | TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 123 | TABLE 415.3.1—continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 124 | TABLE 415.3.2 DETACHED BUILDING REQUIRED |
| 127 | TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 132 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS |
| 133 | SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS I-1, R-1, R-2, R-3 SECTION 421 HYDROGEN CUTOFF ROOMS |
| 134 | SECTION 422 AMBULATORY HEALTH CARE FACILITIES SECTION 423 STORM SHELTERS |
| 135 | SECTION 424 MANUFACTURED HOMES AND INDUSTRIALIZED BUILDINGS |
| 136 | SECTION 425 ABOVEGROUND LIQUID FERTILIZER TANKS |
| 138 | CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT |
| 139 | TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS |
| 140 | SECTION 505 MEZZANINES |
| 141 | SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2 |
| 142 | SECTION 507 UNLIMITED AREA BUILDINGS |
| 143 | SECTION 508 MIXED USE AND OCCUPANCY |
| 144 | TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES |
| 145 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (hours) |
| 146 | SECTION 509 SPECIAL PROVISIONS |
| 148 | CHAPTER 6 – TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS SECTION 602 CONSTRUCTION CLASSIFICATION |
| 149 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa TABLE 602.4 WOOD MEMBER SIZE |
| 150 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION |
| 152 | CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS |
| 153 | SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 154 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 156 | SECTION 705 EXTERIOR WALLS EQUATION 7-1 |
| 157 | EQUATION 7-2 FIGURE 705.7 EQUIVALENT OPENING FACTOR |
| 158 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 160 | SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 162 | SECTION 707 FIRE BARRIERS TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 163 | SECTION 708 SHAFT ENCLOSURES |
| 166 | SECTION 709 FIRE PARTITIONS SECTION 710 SMOKE BARRIERS |
| 167 | SECTION 711 SMOKE PARTITIONS SECTION 712 HORIZONTAL ASSEMBLIES |
| 168 | SECTION 713 PENETRATIONS |
| 171 | SECTION 714 FIRE-RESISTANT JOINT SYSTEMS SECTION 715 OPENING PROTECTIVES |
| 172 | TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS |
| 175 | TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS SECTION 716 DUCTS AND AIR TRANSFER OPENINGS |
| 176 | TABLE 716.3.2.1 FIRE DAMPER RATING |
| 179 | SECTION 717 CONCEALED SPACES |
| 181 | SECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS |
| 182 | SECTION 720 PRESCRIPTIVE FIRE RESISTANCE |
| 183 | SECTION 721 CALCULATED FIRE RESISTANCE TABLE 721.2.1. 1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING |
| 184 | EQUATION 7-3 EQUATION 7-4 TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON RO.59 |
| 185 | TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 186 | TABLE 720.1(1)— continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 187 | TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 188 | TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 189 | TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 190 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 191 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 192 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 193 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 194 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 195 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 196 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 197 | TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 198 | TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 199 | TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 200 | TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 201 | TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 202 | TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 203 | TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 204 | TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 205 | FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS |
| 206 | TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
| 207 | 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 |
| 208 | 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 FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS |
| 209 | FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES |
| 210 | TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS 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 |
| 211 | TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 212 | TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS |
| 213 | EQUATION 7-7 TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 721.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 |
| 214 | TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS EQUATION 7-9 EQUATION 7-10 |
| 215 | 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 |
| 216 | FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 217 | FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-12 |
| 218 | EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 |
| 219 | EQUATION 7-16 EQUATION 7-17 FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS |
| 220 | TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d |
| 221 | TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
| 222 | TABLE 721.5.1(2) PROPERTIES OF CONCRETE TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS |
| 223 | TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 224 | TABLE 721.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 225 | TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 226 | TABLE 721.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 227 | TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 228 | TABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] |
| 229 | TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] |
| 230 | EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c |
| 231 | TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 232 | FIGURE 721.6.3(1) LOAD FIGURE FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS |
| 234 | CHAPTER 8 – INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES |
| 236 | TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 237 | SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 238 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 240 | CHAPTER 9 – FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS |
| 243 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 244 | TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 246 | TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 248 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 249 | SECTION 905 STANDPIPE SYSTEMS |
| 252 | SECTION 906 PORTABLE FIRE EXTINGUISHERS TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE TABLE 906.1—continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS INTHE INTERNATIONAL FIRE CODE |
| 253 | TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH |
| 254 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 262 | TABLE 907.5.2.3.3 VISIBLE ALARMS |
| 263 | SECTION 908 EMERGENCY ALARM SYSTEMS |
| 264 | SECTION 909 SMOKE CONTROL SYSTEMS |
| 265 | EQUATION 9-1 EQUATION 9-2 |
| 266 | EQUATION 9-3 |
| 271 | SECTION 910 SMOKE AND HEAT VENTS TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa |
| 272 | EQUATION 9-4 SECTION 911 FIRE COMMAND CENTER |
| 273 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 274 | SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 IN-BUILDING EMERGENCY COMMUNICATIONS COVERAGE |
| 276 | CHAPTER 10 – MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS |
| 277 | SECTION 1003 GENERAL MEANS OF EGRESS |
| 278 | SECTION 1004 OCCUPANT LOAD |
| 279 | TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 280 | SECTION 1005 EGRESS WIDTH SECTION 1006 MEANS OF EGRESS ILLUMINATION |
| 281 | SECTION 1007 ACCESSIBLE MEANS OF EGRESS |
| 283 | SECTION 1008 DOORS, GATES AND TURNSTILES |
| 284 | TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS |
| 289 | SECTION 1009 STAIRWAYS |
| 292 | SECTION 1010 RAMPS |
| 293 | SECTION 1011 EXIT SIGNS |
| 294 | SECTION 1012 HANDRAILS |
| 295 | SECTION 1013 GUARDS |
| 296 | SECTION 1014 EXIT ACCESS |
| 297 | SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS |
| 298 | TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY SECTION 1016 EXIT ACCESS TRAVEL DISTANCE |
| 299 | TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa SECTION 1017 AISLES |
| 300 | SECTION 1018 CORRIDORS TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING |
| 301 | SECTION 1019 EGRESS BALCONIES SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS AND CONTINUITY |
| 302 | TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD TABLE 1021.2 STORIES WITH ONE EXIT SECTION 1022 EXIT ENCLOSURES |
| 304 | SECTION 1023 EXIT PASSAGEWAYS |
| 305 | SECTION 1024 LUMINOUS EGRESS PATH MARKINGS |
| 306 | SECTION 1025 HORIZONTAL EXITS |
| 307 | SECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS SECTION 1027 EXIT DISCHARGE |
| 308 | SECTION 1028 ASSEMBLY |
| 310 | TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 311 | TABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 313 | SECTION 1029 EMERGENCY ESCAPE AND RESCUE |
| 316 | CHAPTER 11 – ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 DEFINITIONS SECTION 1103 SCOPING REQUIREMENTS |
| 317 | SECTION 1104 ACCESSIBLE ROUTE |
| 318 | SECTION 1105 ACCESSIBLE ENTRANCES |
| 319 | SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 ACCESSIBLE PARKING SPACES |
| 320 | SECTION 1107 DWELLING UNITS AND SLEEPING UNITS |
| 321 | TABLE 1107.6.1.1 ACCESSIBLE DWELLING AND SLEEPING UNITS |
| 323 | SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES |
| 324 | TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS |
| 325 | TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1109 OTHER FEATURES AND FACILITIES |
| 327 | TABLE 1109.11.2 ACCESSIBLE CHECK-OUT AISLES |
| 328 | SECTION 1110 SIGNAGE |
| 330 | CHAPTER 12 – INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 331 | SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING |
| 332 | SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION |
| 333 | TABLE 1207.4 AIRPORT NOISE ATTENUATION STANDARDS SECTION 1208 INTERIOR SPACE DIMENSIONS SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 SURROUNDING MATERIALS |
| 334 | CHAPTER 13 – ENERGY EFFICIENCY SECTION 1301 GENERAL |
| 336 | CHAPTER 14 – EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
| 337 | SECTION 1404 MATERIALS |
| 338 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS SECTION 1405 INSTALLATION OF WALL COVERINGS TABLE 1405.3.1 CLASS III VAPOR RETARDERS |
| 342 | SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS |
| 343 | SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
| 344 | SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) |
| 346 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION |
| 347 | SECTION 1504 PERFORMANCE REQUIREMENTS |
| 348 | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1506 MATERIALS |
| 349 | SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 |
| 350 | TABLE 1507.2.9.2 VALLEY LINING MATERIAL |
| 352 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa,b,c |
| 353 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 354 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP |
| 355 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 356 | TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 357 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 358 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION TABLE 1508. 2 MATERIAL STANDARDS FOR ROOF INSULATION |
| 359 | SECTION 1509 ROOFTOP STRUCTURES |
| 360 | SECTION 1510 REROOFING |
| 362 | CHAPTER 16 – STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS |
| 363 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 364 | SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i |
| 366 | TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 367 | 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 |
| 368 | EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 369 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 370 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS |
| 371 | EQUATION 16-22 TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 372 | EQUATION 16-23 EQUATION 16-24 EQUATION 16-25 |
| 373 | EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 |
| 374 | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS |
| 375 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 376 | FIGURE 1608.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 378 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa, b, c EQUATION 16-32 |
| 379 | FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) |
| 380 | FIGURE 1609—continued BASIC WIND SPEED (3-SECOND GUST) |
| 381 | FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE |
| 382 | FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE |
| 383 | FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE |
| 384 | EQUATION 16-33 |
| 385 | EQUATION 16-34 TABLE 1609.6.2(1) WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET |
| 386 | TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cneta, b |
| 387 | TABLE 1609.6.2(2) —continued NET PRESSURE COEFFICIENTS, Cneta, b |
| 388 | TABLE 1609.6.2(2) —continued NET PRESSURE COEFFICIENTS, Cneta, b |
| 389 | TABLE 1609.6.2(2) —continued NET PRESSURE COEFFICIENTS, Cneta, b |
| 390 | TABLE 1609.6.2(2) —continued NET PRESSURE COEFFICIENTS, Cneta, b SECTION 1610 SOIL LATERAL LOADS |
| 391 | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-35 |
| 392 | FIGURE 1611.1100- YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 393 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 394 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 395 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 396 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 397 | SECTION 1612 FLOOD LOADS |
| 399 | SECTION 1613 EARTHQUAKE LOADS EQUATION 16-36 EQUATION 16-37 |
| 400 | TABLE 1613.5.2 SITE CLASS DEFINITIONS TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Faa TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FVa |
| 401 | EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 EQUATION 16-41 EQUATION 16-42 EQUATION 16-43 TABLE 1613.5.5 SITE CLASSIFICATIONa |
| 402 | TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS TABLE 1613.5.6(2 ) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 404 | EQUATION 16-44 EQUATION 16-45 SECTION 1614 STRUCTURAL INTEGRITY |
| 405 | EQUATION 16-46 EQUATION 16-47 |
| 407 | 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 |
| 408 | FIGURE 1613.5(1)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 409 | 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 |
| 410 | FIGURE 1613.5(2) —continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 411 | 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 |
| 412 | FIGURE 1613.5(3)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 413 | 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 |
| 414 | FIGURE 1613.5(4)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 415 | FIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 416 | 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 |
| 417 | 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 |
| 418 | 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 |
| 419 | 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 |
| 420 | FIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 421 | FIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA O F0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 422 | 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 |
| 423 | 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 |
| 424 | 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 |
| 425 | FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 426 | CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 427 | SECTION 1704 SPECIAL INSPECTIONS |
| 429 | TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 430 | TABLE 1704.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 431 | TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION |
| 433 | TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 434 | TABLE 1704.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 435 | TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 436 | TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 438 | SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS |
| 440 | SECTION 1706 SPECIAL INSPECTIONS FORWIND REQUIREMENTS SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE |
| 441 | SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE |
| 442 | SECTION 1709 CONTRACT OR RESPONSIBILITY SECTION 1710 STRUCTURAL OBSERVATIONS SECTION 1711 DESIGN STRENGTHS OF MATERIALS SECTION 1712 ALTERNATIVE TEST PROCEDURE |
| 443 | SECTION 1713 TEST SAFE LOAD SECTION 1714 IN-SITU LOAD TESTS SECTION 1715 PRECONSTRUCTION LOAD TESTS |
| 444 | SECTION 1716 MATERIAL AND TEST STANDARDS |
| 446 | CHAPTER 18 – SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 448 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 449 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 450 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 451 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 452 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c |
| 453 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c |
| 454 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa, b, c |
| 455 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHES a, b, c |
| 456 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa, b, c |
| 457 | EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS |
| 459 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 460 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 461 | SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e |
| 462 | SECTION 1810 DEEP FOUNDATIONS |
| 465 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 466 | EQUATION 18-4 |
| 468 | EQUATOIN 18-5 |
| 469 | EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11 |
| 476 | CHAPTER 19 – CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS |
| 477 | TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE |
| 478 | SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING |
| 479 | SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907 DETAILS OF REINFORCEMENT SECTION 1908 MODIFICATIONS TO ACI 318 |
| 482 | SECTION 1909 STRUCTURAL PLAIN CONCRE SECTION 1910 MINIMUM SLAB PROVISIONS |
| 483 | SECTION 1911 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1 TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912 ANCHORAGE TO CONCRETE—STRENGTH DESIGN |
| 484 | SECTION 1913 SHOTCRETE |
| 485 | SECTION 1914 REINFORCED GYPSUM CONCRETE SECTION 1915 CONCRETE-FILLED PIPE COLUMNS |
| 486 | CHAPTER 20 – ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS |
| 488 | CHAPTER 21 – MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS |
| 491 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS |
| 492 | TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION |
| 493 | SECTION 2105 QUALITY ASSURANCE TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY |
| 494 | TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 |
| 495 | SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS |
| 496 | EQUATION 21-2 TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 497 | SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES |
| 499 | FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS |
| 500 | SECTION 2113 MASONRY CHIMNEYS |
| 502 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES |
| 503 | TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 504 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION |
| 506 | CHAPTER 22 – STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL |
| 507 | SECTION 2206 STEEL JOISTS |
| 508 | SECTION 2207 STEEL CABLE STRUCTURES SECTION 2208 STEEL STORAGE RACKS SECTION 2209 COLD-FORMED STEEL SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 510 | CHAPTER 23 – WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS |
| 511 | SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 515 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING |
| 516 | TABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING |
| 517 | TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE 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 |
| 518 | TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted) |
| 521 | TABLE 2304.9.1 FASTENING SCHEDULE |
| 522 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 523 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 525 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS EQUATION 23-1 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I |
| 526 | EQUATION 23-2 TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 527 | SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 528 | SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 529 | TABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh |
| 530 | TABLE 2306.2.1(1)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 531 | TABLE 2306.2.1(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 |
| 532 | TABLE 2306.2.1(2)—continued 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 PINE FOR WIND OR SEISMIC LOADING |
| 533 | TABLE 2306.3 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 534 | TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLE BOARD SHEAR WALL SHEATHING TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY |
| 535 | TABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES |
| 538 | TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L/Δ = 360) |
| 539 | TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L/Δ = 360) |
| 540 | TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L/Δ = 360) |
| 541 | TABLE 2308.8(2) —continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L/Δ = 360) |
| 542 | TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 544 | FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 545 | TABLE 2308.9.3(1) BRACED WALL PANELS TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) |
| 546 | 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) TABLE 2308.9.3(5) HARDBOARD SIDING |
| 547 | FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING |
| 549 | TABLE 2308.9.5HEADER 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) |
| 550 | TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 551 | 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) |
| 552 | TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h |
| 553 | TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L/Δ = 240) |
| 554 | TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L/Δ = 240) |
| 555 | TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 556 | TABLE 2308.10.2(2)— continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 557 | TABLE 2308.10.3 (1)RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 558 | TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 559 | 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/Δ = 240) |
| 560 | TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 240) |
| 561 | TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 562 | TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 563 | TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 564 | TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 565 | TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 566 | TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 567 | TABLE 2308.10.3 (6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 568 | TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 569 | TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg |
| 571 | TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 572 | TABLE 2308.10.9–continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 573 | FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS |
| 574 | 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) |
| 575 | FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE |
| 576 | FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE |
| 577 | FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR |
| 578 | FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 580 | CHAPTER 24 – GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 |
| 581 | EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 |
| 582 | SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 583 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 |
| 584 | TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 585 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 586 | SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS |
| 588 | 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 |
| 589 | 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 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 590 | TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS |
| 591 | SECTION 2510 LATHING AND FURRING FORCEMENT PLASTER (STUCCO) SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION |
| 592 | SECTION 2512 EXTERIOR PLASTER TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 594 | CHAPTER 26 – PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 597 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM |
| 598 | SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 599 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 600 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 601 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS |
| 602 | SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER |
| 603 | SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION |
| 604 | CHAPTER 27 – ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 606 | CHAPTER 28 – MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 608 | CHAPTER 29 – PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES |
| 609 | TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES |
| 610 | TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES |
| 611 | TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES SECTION 2903 TOILET ROOM REQUIREMENTS |
| 614 | CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES SECTION 3003 EMERGENCY OPERATIONS |
| 615 | SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS |
| 616 | SECTION 3006 MACHINE ROOMS SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 617 | SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 620 | CHAPTER 31 – SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 621 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 622 | SECTION 3105 AWNINGS AND CANOPIES |
| 623 | SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES |
| 624 | SECTION 3110 AUTOMATIC VEHICULAR GATES |
| 626 | CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 628 | CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 SANITARY (Section deleted) SECTION 3306 PROTECTION OF PEDESTRIANS |
| 629 | TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 630 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES |
| 631 | SECTION 3312 AUTOMATIC SPRINKLER SYSTEM |
| 632 | CHAPTER 34 – EXISTING BUILDINGS AND STRUCTURES SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 ADDITIONS (Section deleted) SECTION 3404 ALTERATIONS (Section deleted) SECTION 3405 REPAIRS (Section deleted) SECTION 3406 FIRE ESCAPES (Section deleted) SECTION 3407 GLASS REPLACEMENT |
| 633 | SECTION 3408 CHANGE OF OCCUPANCY (Section deleted) SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES (Section deleted) SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS |
| 634 | TABLE 3411.8.5 RAMPS |
| 635 | SECTION 3412 COMPLIANCE ALTERNATIVES |
| 636 | EQUATION 34-1 EQUATION 34-2 EQUATION 34-3 EQUATION 34-4 |
| 637 | TABLE 3412.6.3 COMPARTMENTATION VALUES TABLE 3412.6.4 SEPARATION VALUES |
| 638 | TABLE 3412.6.5 CORRIDOR WALL VALUES EQUATION 34-5 TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES |
| 639 | TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES TABLE 3412.6.10 SMOKE CONTROL VALUES |
| 640 | TABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED TABLE 3412.6.11(2) MEANS OF EGRESS VALUES TABLE 3412.6.12 DEAD-END VALUES EQUATION 34-6 |
| 641 | TABLE 3412.6.14 ELEVATOR CONTROL VALUES TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 3412.6.16 MIXED OCCUPANCY VALUESa TABLE 3412.6.17 SPRINKLER SYSTEM VALUES |
| 642 | 3412.6.18 STANDPIPE SYSTEM VALUES TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY VALUESa TABLE 3412.8 MANDATORY SAFETY SCORESa |
| 643 | TABLE 3412.7 SUMMARY SHEET — BUILDING CODE |
| 644 | TABLE 3412.9 EVALUATION FORMULASa SECTION 3413 RETROFIT REQUIREMENTS |
| 648 | CHAPTER 35 – REFERENCED STANDARDS AA AAMA ACI |
| 649 | AF&PA AISC AISI AITC |
| 650 | ALI ANSI APA |
| 651 | API APSP ASABE ASCE/SEI |
| 652 | ASME ASTM |
| 658 | AWCI AWPA AWS BHMA CGSB CPA |
| 659 | CPSC CSA CSSB DASMA DOC |
| 660 | DOJ DOL DOTn EN FEMA |
| 661 | FM GA HPVA HUD ICC |
| 662 | ISO NAAMM NCMA |
| 663 | NFPA |
| 664 | PCI PTI RMI SDI SJI |
| 665 | SPRI TFI TIA TMS TPI |
| 666 | UL |
| 667 | ULC USC WDMA WR |
| 668 | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES |
| 669 | TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES |
| 670 | TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES SECTION E107 SIGNAGE |
| 671 | SECTION E108 BUS STOPS SECTION E109 TRANSPORTATION FACILITIES AND STATIONS |
| 672 | SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS |
| 674 | APPENDIX F RODENTPROOFING SECTION F101 GENERAL |
| 676 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES |
| 677 | SECTION G104 PERMITS SECTION G105 VARIANCES |
| 678 | SECTION G201 DEFINITIONS |
| 679 | SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES |
| 680 | SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U |
| 681 | SECTION G1101 REFERENCED STANDARDS |
| 682 | APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION (Section deleted) SECTION H105 DESIGN AND CONSTRUCTION |
| 683 | SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS |
| 684 | SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS SECTION H113 MARQUEE SIGNS |
| 685 | 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 (Section deleted) |
| 686 | APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR OPENINGS SECTION I104 STRUCTURAL PROVISIONS |
| 688 | INDEX |
| 722 | GET BACK TO BASICS |
| 723 | ES ICC EVALUATION SERVICES |
