Chicago Building Code Title 14B – with April 2022 Supplement:2019 Edition
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Chicago Building Code Title 14B – with April 2022 Supplement
| Published By | Publication Date | Number of Pages |
| IL | 2019 | 71 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2019 CHICAGO CONSTRUCTION CODES CHICAGO BUILDING CODE TITLE 14B |
| 2 | COPYRIGHT |
| 3 | COPYRIGHT FOR THE APRIL 2022 SUPPLEMENT |
| 4 | CITY OF CHICAGO OFFICE OF THE MAYOR MAYOR’S MESSAGE |
| 5 | CITY OF CHICAGO DEPARTMENT OF BUILDINGS COMMISSIONER’S MESSAGE |
| 6 | ABOUT THE CHICAGO CONSTRUCTION CODES |
| 10 | ACKNOWLEDGMENTS |
| 18 | PREFACE TO THE MODEL CODE |
| 20 | EFFECTIVE USE OF THE CHICAGO BUILDING CODE |
| 28 | TABLE OF CONTENTS |
| 34 | TABLE OF SUPPLEMENTED PROVISIONS APRIL 2022 |
| 38 | CHAPTER 1 SCOPE AND PURPOSE SECTION 101 GENERAL |
| 40 | CHAPTER 2 DEFINITIONS AND MEASUREMENTS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 66 | SECTION 203 MEASUREMENTS |
| 68 | APRIL 2022 SUPPLEMENT TO CHAPTER 2 DEFINITIONS AND MEASUREMENTS |
| 69 | SECTION 202 DEFINITIONS SECTION 203 MEASUREMENTS |
| 71 | CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A |
| 72 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E |
| 73 | SECTION 306 FACTORY GROUP F |
| 74 | SECTION 307 HIGH-HAZARD GROUP H TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 75 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 76 | TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD |
| 77 | SECTION 308 INSTITUTIONAL GROUP I |
| 79 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 80 | SECTION 311 STORAGE GROUP S |
| 81 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 83 | APRIL 2022 SUPPLEMENT TO CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE |
| 84 | SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H |
| 85 | SECTION 308 INSTITUTIONAL GROUP I SECTION 310 RESIDENTIAL GROUP R SECTION 311 STORAGE GROUP S |
| 86 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 88 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 [RESERVED] SECTION 403 HIGH-RISE BUILDINGS |
| 89 | TABLE 403.2.4 MINIMUM BOND STRENGTH |
| 91 | SECTION 404 ATRIUMS |
| 92 | SECTION 405 UNDERGROUND BUILDINGS |
| 93 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 95 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 96 | SECTION 407 GROUP I-2 |
| 100 | SECTION 408 GROUP I-3 |
| 102 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 103 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 105 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 107 | TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c |
| 108 | TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION 413 COMBUSTIBLE STORAGE |
| 109 | SECTION 414 [RESERVED] SECTION 415 [RESERVED] SECTION 416 [RESERVED] SECTION 417 [RESERVED] SECTION 418 [RESERVED] SECTION 419 LIVE/WORK UNITS |
| 110 | SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 |
| 111 | SECTION 421 [RESERVED] |
| 112 | SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 [RESERVED] SECTION 424 [RESERVED] SECTION 425 [RESERVED] SECTION 426 [RESERVED] |
| 113 | SECTION 427 [RESERVED] SECTION 428 [RESERVED] |
| 114 | APRIL 2022 SUPPLEMENT TO CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY |
| 115 | SECTION 403 HIGH-RISE BUILDINGS SECTION 405 UNDERGROUND BUILDINGS SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 118 | TABLE 406.4.6 PUBLIC PARKING GARAGE HEIGHT (IN TIERS) |
| 119 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES |
| 120 | SECTION 414 HAZARDOUS MATERIALS TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS SECTION 415 [RESERVED] |
| 121 | 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 LIQUIDSd, e, f SECTION 417 [RESERVED] SECTION 418 [RESERVED] |
| 122 | TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS I-1, R-1, R-2, R-3, R-4 AND R-5 |
| 123 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES |
| 124 | TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 125 | TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 126 | TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 127 | SECTION 506 BUILDING AREA |
| 128 | TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET |
| 129 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET |
| 130 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET EQUATION 5-1 EQUATION 5-2 |
| 131 | EQUATION 5-3 EQUATION 5-4 EQUATION 5-5 SECTION 507 [RESERVED] SECTION 508 MIXED USE AND OCCUPANCY |
| 133 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f SECTION 509 INCIDENTAL USES |
| 134 | TABLE 509 INCIDENTAL USES SECTION 510 [RESERVED] |
| 135 | APRIL 2022 SUPPLEMENT TO CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS |
| 136 | SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa |
| 137 | TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b |
| 138 | TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b |
| 139 | SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS SECTION 506 BUILDING AREA EQUATION 5-4 EQUATION 5-5 |
| 140 | TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b |
| 141 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b |
| 142 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b SECTION 508 MIXED USE AND OCCUPANCY |
| 143 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f SECTION 509 INCIDENTAL USES |
| 144 | TABLE 509 INCIDENTAL USES |
| 146 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION |
| 147 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION |
| 148 | SECTION 604 COMBUSTIBLE MATERIAL IN TYPES III AND IV CONSTRUCTION SECTION 605 BASEMENT CONSTRUCTION |
| 150 | APRIL 2022 SUPPLEMENT TO CHAPTER 6 TYPES OF CONSTRUCTION |
| 151 | SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION |
| 153 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 154 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 156 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 157 | TABLE 705.2.1 PROJECTIONS FROM WALLS OF ANY TYPE OF CONSTRUCTION EQUATION 7-2 |
| 158 | TABLE 705.2.2 PROJECTIONS FROM WALLS OF TYPE III, IV OR V CONSTRUCTION |
| 159 | TABLE 705.8(1) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 160 | TABLE 705.8(2) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FOR PRIVATE GARAGES AND GROUP R-2, R-4 AND R-5 OCCUPANCIES UP TO 4 STORIES ABOVE GRADE PLANE |
| 161 | SECTION 706 FIRE WALLS |
| 162 | SECTION 707 FIRE BARRIERS |
| 163 | TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 164 | SECTION 708 FIRE PARTITIONS |
| 165 | SECTION 709 SMOKE BARRIERS SECTION 710 [RESERVED] SECTION 711 FLOOR AND ROOF ASSEMBLIES |
| 166 | SECTION 712 VERTICAL OPENINGS |
| 168 | SECTION 713 SHAFT ENCLOSURES |
| 169 | SECTION 714 PENETRATIONS |
| 172 | SECTION 715 FIRE-RESISTANT JOINT SYSTEMS |
| 173 | SECTION 716 OPENING PROTECTIVES TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES |
| 174 | TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 175 | TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 179 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 180 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 183 | SECTION 718 CONCEALED SPACES |
| 184 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER |
| 185 | SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 186 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE |
| 187 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 188 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 189 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 190 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS |
| 191 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 192 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 193 | TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 194 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 195 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 196 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 197 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 198 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 199 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 200 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 201 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 202 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 203 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 204 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 205 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 206 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 207 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 208 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 209 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 210 | TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS |
| 211 | FIGURE 722.2.1.3.1 CERRAMIC FIBER JOINT PROTECTION TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 |
| 212 | TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL |
| 213 | FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFRFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS |
| 214 | FIGURE 722.2.2.3 (1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS |
| 215 | TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) |
| 216 | TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 217 | EQUATION 7-6 EQUATION 7-7 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS |
| 218 | TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS |
| 219 | EQUATION 7-9 TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 |
| 220 | EQUATION 7-11 FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 |
| 221 | FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 222 | FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD EQUATION 7-14 EQUATION 7-15 FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS |
| 223 | FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS a, b FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS |
| 224 | EQUATION 7-16 EQUATION 7-17 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS |
| 226 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE |
| 227 | TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 228 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 229 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 230 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 231 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 232 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 233 | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] |
| 234 | TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] |
| 235 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS |
| 236 | TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 237 | APRIL 2022 SUPPLEMENT TO CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES |
| 238 | SECTION 705 EXTERIOR WALLS TABLE 705.8(1) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FOR BUILDINGS NOT COVERED BY TABLE 705.8(2) |
| 239 | TABLE 705.8(2) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FOR PRIVATE GARAGES AND GROUP R-2, R-4 AND R-5 OCCUPANCIES UP TO 4 STORIES ABOVE GRADE PLANEa |
| 240 | SECTION 706 FIRE WALLS |
| 241 | SECTION 707 FIRE BARRIERS SECTION 712 VERTICAL OPENINGS SECTION 716 OPENING PROTECTIVES SECTION 722 CALCULATED FIRE RESISTANCE |
| 242 | TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 243 | TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 244 | CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES |
| 246 | TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 247 | SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION |
| 248 | SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 249 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 250 | APRIL 2022 SUPPLEMENT TO CHAPTER 8 INTERIOR FINISHES |
| 251 | SECTION 803 WALL AND CEILING FINISHES TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 252 | SECTION 804 INTERIOR FLOOR FINISH |
| 253 | CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL SECTION 902 FIRE PUMP AND RISER ROOM SIZE |
| 254 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 256 | TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 258 | TABLE 903.2.11.8 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 260 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 263 | SECTION 905 STANDPIPE SYSTEMS |
| 265 | SECTION 906 PORTABLE FIRE EXTINGUISHERS TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa |
| 266 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 273 | TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 275 | SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS SECTION 910 SMOKE AND HEAT REMOVAL |
| 276 | EQUATION 9-3 EQUATION 9-4 SECTION 911 FIRE COMMAND CENTER |
| 277 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 278 | SECTION 913 FIRE PUMPS |
| 279 | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION |
| 280 | SECTION 916 GAS DETECTION SYSTEMS |
| 281 | SECTION 917 [RESERVED] SECTION 918 [RESERVED] SECTION 919 CITY FIRE ALARM BOX |
| 283 | APRIL 2022 SUPPLEMENT TO CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS |
| 284 | SECTION 901 GENERAL SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 285 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS SECTION 905 STANDPIPE SYSTEMS |
| 286 | SECTION 906 PORTABLE FIRE EXTINGUISHERS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 288 | SECTION 908 [RESERVED] SECTION 909 SMOKE CONTROL SYSTEMS SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 915 CARBON MONOXIDE DETECTION |
| 289 | SECTION 916 GAS DETECTION SYSTEMS |
| 290 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS |
| 291 | SECTION 1004 OCCUPANT LOAD |
| 292 | TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT TABLE 1004.5—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 293 | SECTION 1005 MEANS OF EGRESS SIZING |
| 294 | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 295 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 296 | TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2, R-3, R-4 and R-5 OCCUPANCIES |
| 298 | SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION |
| 299 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS |
| 302 | SECTION 1010 DOORS, GATES AND TURNSTILES |
| 303 | TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS |
| 304 | TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS |
| 310 | SECTION 1011 STAIRWAYS |
| 314 | SECTION 1012 RAMPS |
| 315 | SECTION 1013 EXIT SIGNS |
| 316 | SECTION 1014 HANDRAILS |
| 317 | SECTION 1015 GUARDS |
| 319 | SECTION 1016 EXIT ACCESS |
| 320 | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa |
| 321 | SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS |
| 322 | SECTION 1020 CORRIDORS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH |
| 323 | SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS |
| 324 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 325 | SECTION 1024 EXIT PASSAGEWAYS |
| 326 | SECTION 1025 [RESERVED] SECTION 1026 HORIZONTAL EXITS |
| 327 | SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 328 | SECTION 1028 EXIT DISCHARGE |
| 329 | SECTION 1029 ASSEMBLY |
| 333 | TABLE 1029.13.2.1 OPEN-AIR ASSEMBLY AISLE ACCESSWAYS |
| 335 | SECTION 1030 [RESERVED] |
| 336 | APRIL 2022 SUPPLEMENT TO CHAPTER 10 MEANS OF EGRESS |
| 337 | SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 338 | TABLE 1004.5—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 339 | SECTION 1005 MEANS OF EGRESS SIZING SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 340 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 342 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS SECTION 1010 DOORS, GATES AND TURNSTILES SECTION 1011 STAIRWAYS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING |
| 343 | SECTION 1015 GUARDS SECTION 1016 EXIT ACCESS |
| 344 | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE SECTION 1020 CORRIDORS TABLE 1031.1 FRONTAGE REQUIREMENTS |
| 345 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 346 | SECTION 1028 EXIT DISCHARGE |
| 347 | SECTION 1029 ASSEMBLY SECTION 1031 FRONTAGE AND FIRE DEPARTMENT ACCESS REQUIREMENTS FOR GROUP E-1 |
| 349 | CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL |
| 351 | SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS |
| 352 | SECTION 1104 ACCESSIBLE ROUTE |
| 353 | SECTION 1105 ACCESSIBLE ENTRANCES |
| 354 | SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 ACCESSIBLE PARKING SPACES TABLE 1106.2 ACCESSIBLE PARKING SPACES FOR R-2, R-3, AND R-4 OCCUPANCIES |
| 355 | SECTION 1107 DWELLING UNITS AND SLEEPING UNITS |
| 357 | TABLE 1107.6.1.1 ACCESSIBLE UNITS |
| 361 | SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES |
| 362 | TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES |
| 363 | SECTION 1109 OTHER FEATURES AND FACILITIES |
| 366 | TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES SECTION 1110 RECREATIONAL FACILITIES |
| 368 | TABLE 1110.4.9.1 BOAT SLIPS |
| 369 | SECTION 1111 SIGNAGE |
| 371 | APRIL 2022 SUPPLEMENT TO CHAPTER 11 ACCESSIBILITY |
| 372 | SECTION 1101 GENERAL |
| 373 | SECTION 1104 ACCESSIBLE ROUTE SECTION 1107 DWELLING UNITS AND SLEEPING UNITS |
| 374 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION |
| 375 | TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL |
| 376 | SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING |
| 377 | SECTION 1205 YARDS AND COURTS |
| 378 | SECTION 1206 [RESERVED] SECTION 1207 INTERIOR SPACE DIMENSIONS |
| 379 | SECTION 1208 ACCESS TO UNOCCUPIED SPACES SECTION 1209 TOILET AND BATHROOM REQUIREMENTS |
| 380 | SECTION 1210 RODENT PROTECTION |
| 382 | APRIL 2022 SUPPLEMENT TO CHAPTER 12 INTERIOR ENVIRONMENT |
| 383 | SECTION 1202 VENTILATION SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING |
| 384 | SECTION 1205 YARDS AND COURTS SECTION 1207 INTERIOR SPACE DIMENSIONS |
| 385 | SECTION 1209 TOILET AND BATHROOM REQUIREMENTS SECTION 1210 RODENT PROTECTION SECTION 1211 INSECT SCREENS |
| 386 | SECTION 1212 RESIDENTIAL SECURITY DEVICES |
| 387 | CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL |
| 389 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS |
| 390 | SECTION 1403 MATERIALS SECTION 1404 INSTALLATION OF WALL COVERINGS |
| 391 | TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1404.3.2 CLASS III VAPOR RETARDERS |
| 394 | SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 395 | TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM) |
| 396 | SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 397 | SECTION 1409 PLASTIC COMPOSITE DECKING |
| 399 | APRIL 2022 SUPPLEMENT TO CHAPTER 14 EXTERIOR WALLS |
| 400 | SECTION 1402 PERFORMANCE REQUIREMENTS SECTION 1404 INSTALLATION OF WALL COVERINGS SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) |
| 402 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS |
| 403 | TABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACORDANCE WITH ASTM D316 OR D71581 |
| 404 | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUC |
| 405 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 406 | TABLE 1507.1.1(1) UNDERLAYMENT TYPES |
| 407 | TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION |
| 408 | TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT TABLE 1507.2.8.2 VALLEY LINING MATERIAL |
| 409 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 410 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 412 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 413 | TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 414 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 415 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 416 | SECTION 1508 ROOF INSULATION |
| 417 | [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES |
| 419 | SECTION 1511 REROOFING SECTION 1512 [RESERVED] SECTION 1513 OCCUPIABLE ROOFTOPS |
| 420 | TABLE 1513.3.1 REQUIRED FIRE SEPARATION DISTANCE FOR OUTDOOR ELEMENTS OF OCCUPIABLE ROOFTOPS ON BUILDINGS UP TO 55 FEET IN BUILDING HEIGHT SECTION 1514 VEGETATIVE ROOFS, ROOF GARDEN AND LANDSCAPED ROOFS |
| 421 | SECTION 1515 SOLAR REFLECTANCE |
| 422 | APRIL 2022 SUPPLEMENT TO CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES |
| 423 | SECTION 1502 ROOF DRAINAGE SECTION 1504 PERFORMANCE REQUIREMENTS SECTION 1505 FIRE CLASSIFICATION SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 424 | SECTION 1510 UNOCCUPIED ROOFTOP STRUCTURES SECTION 1513 OCCUPIABLE ROOFTOPS |
| 425 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS |
| 426 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 427 | TABLE 1604.3 DEFLECTION LIMITS |
| 428 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 429 | SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 |
| 430 | 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 EQUATION 16-16 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 431 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 432 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 434 | EQUATION 16-23 TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 435 | EQUATION 16-24 EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 |
| 437 | SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS EQUATION 16-33 |
| 438 | EQUATION 16-34 |
| 439 | TABLE 1609.6.1 LOAD DUE TO WIND PRESSURE ON MAIN WINDFORCE-RESISTING SYSTEM TABLE 1609.6.2 MULTIPLIERS TO DETERMINE COMPONENTS AND CLADDING WIND PRESSURE |
| 440 | SECTION 1610 SOIL LATERAL LOADS TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS SECTION 1612 FLOOD DESIGN SECTION 1613 EARTHQUAKE LOADS |
| 441 | TABLE 1613.2.3 SEISMIC DESIGN PARAMETERS |
| 442 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 [RESERVED] SECTION 1616 STRUCTURAL INTEGRITY |
| 443 | EQUATION 16-40 EQUATION 16-41 |
| 444 | FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 445 | APRIL 2022 SUPPLEMENT TO CHAPTER 16 STRUCTURAL DESIGN |
| 446 | SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i |
| 447 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 448 | SECTION 1607 LIVE LOADS TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 449 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 450 | SECTION 1609 WIND LOADS TABLE 1609.6.1 LOAD DUE TO WIND PRESSURE ON MAIN WINDFORCE-RESISTING SYSTEM TABLE 1609.6.2 MULTIPLIERS TO DETERMINE COMPONENTS AND CLADDING WIND PRESSURE SECTION 1611 RAIN LOADS |
| 451 | SECTION 1613 EARTHQUAKE LOADS |
| 452 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 [RESERVED] SECTION 1703 PRODUCTS, MATERIALS AND ASSEMBLIES |
| 453 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 455 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 456 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 457 | TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 458 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 462 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS |
| 463 | SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 466 | APRIL 2022 SUPPLEMENT TO CHAPTER 17 SPECIAL INSPECTIONS AND TESTS |
| 467 | SECTION 1703 PRODUCTS, MATERIALS AND ASSEMBLIES SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 469 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 471 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 472 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 473 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 474 | TABLE 1806.2(1) PRESUMPTIVE LOAD-BEARING VALUES WITHOUT FULL GEOTECHNICAL INVESTIGATION TABLE 1806.2(2) PRESUMPTIVE VERTICLE FOUNDATION PRESSURE VALUES WITH GEOTECHNICAL INVESTIGATION |
| 475 | TABLE 1806.2(2)—continued TABLE 1806.2(3) STANDARDS FOR CLASSIFYING SOIL CONSISTENCY AND RELATIVE DENSITY |
| 476 | SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 477 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c |
| 478 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c |
| 479 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 480 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES |
| 481 | EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS |
| 483 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fC OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS |
| 484 | TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 485 | SECTION 1810 DEEP FOUNDATIONS |
| 488 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS TABLE 1810.3.3.1.2 MAXIUMUM AXIAL LOADS ALLOWED WITHOUT LOAD TEST |
| 489 | EQUATION 18-4 |
| 492 | EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 |
| 493 | EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 |
| 499 | APRIL 2022 SUPPLEMENT TO CHAPTER 18 SOILS AND FOUNDATIONS |
| 500 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2(2) PRESUMPTIVE VERTICAL FOUNDATION PRESSURE VALUES WITH GEOTECHNICAL INVESTIGATION |
| 501 | TABLE 1806.2(2)—continued TABLE 1806.2(3) STANDARDS FOR CLASSIFYING SOIL CONSISTENCY AND RELATIVE DENSITY SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES SECTION 1808 FOUNDATIONS SECTION 1810 DEEP FOUNDATIONS |
| 504 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 505 | SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 507 | SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS |
| 508 | SECTION 1908 SHOTCRETE |
| 510 | APRIL 2022 SUPPLEMENT TO CHAPTER 19 CONCRETE |
| 511 | SECTION 1907 MINIMUM SLAB PROVISIONS |
| 513 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS |
| 515 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS |
| 516 | TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE |
| 517 | SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 [RESERVED] SECTION 2110 GLASS UNIT MASONRY |
| 518 | SECTION 2111 MASONRY FIREPLACES |
| 520 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS |
| 521 | SECTION 2113 MASONRY CHIMNEYS |
| 523 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa |
| 524 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 525 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY |
| 527 | APRIL 2022 SUPPLEMENT TO CHAPTER 21 MASONRY |
| 528 | SECTION 2101 GENERAL |
| 530 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL |
| 531 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 532 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 533 | SECTION 2212 CAST IRON |
| 534 | APRIL 2022 SUPPLEMENT TO CHAPTER 22 STEEL |
| 535 | SECTION 2212 CAST IRON |
| 537 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 541 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 542 | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING |
| 543 | TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 544 | TABLE 2304.8(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 TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) |
| 545 | TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 548 | TABLE 2304.10.1 FASTENING SCHEDULE |
| 549 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 550 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 551 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 552 | TABLE 2304.10.1—continued FASTENING SCHEDULE TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 554 | 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)a, c EQUATION 23-2 |
| 555 | TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 556 | SECTION 2306 ALLOWABLE STRESS DESIGN |
| 557 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 558 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf |
| 559 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 560 | TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING |
| 561 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY |
| 562 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES |
| 563 | TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 565 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 566 | TABLE 2308.4.1.1(1) —continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 567 | TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) TABLE 2308.4.2.1(1) [RESERVED] |
| 568 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 569 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 570 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 571 | FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 572 | TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE |
| 573 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 574 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 575 | TABLE 2308.6.1a WALL BRACING REQUIREMENTS |
| 576 | TABLE 2308.6.3(1) BRACING METHODS |
| 577 | TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING |
| 578 | TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as Indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) TABLE 2308.6.3(5) HARDBOARD SIDING |
| 579 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 580 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 582 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION |
| 584 | FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 586 | TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 587 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 588 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 589 | TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 590 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 591 | TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 592 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 593 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 594 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 595 | TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 596 | TABLE 2308.7.2(4) [RESERVED] TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 597 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 598 | TABLE 2308.7.2(6) [RESERVED] TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg |
| 599 | TABLE 2308.7.5 REQUIRED RATING OF UPLIFT CONNECTORS (pounds)a |
| 600 | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 601 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL |
| 603 | APRIL 2022 SUPPLEMENT TO CHAPTER 23 WOOD |
| 604 | SECTION 2303 MINIMUM STANDARDS AND QUALITY SECTION 2306 ALLOWABLE STRESS DESIGN |
| 605 | SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 606 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 607 | TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs) |
| 608 | TABLE 2308.6.1a WALL BRACING REQUIREMENTS |
| 609 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with storage, live load = 20 psf, L/Δ = 240) |
| 610 | TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with storage, live load = 20 psf, L/Δ = 240) |
| 611 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling not attached to rafters, L/Δ = 180) |
| 612 | TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling not attached to rafters, L/Δ = 180) |
| 613 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling attached to rafters, L/Δ = 240) |
| 614 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling attached to rafters, L/Δ = 240) |
| 615 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg |
| 616 | TABLE 2308.7.5 REQUIRED RATING OF UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h |
| 618 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 |
| 619 | EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 |
| 620 | EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 621 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING |
| 622 | TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 623 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS TABLE 2407.1.1 MODULES OF RAPTURE |
| 624 | SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS |
| 626 | APRIL 2022 SUPPLEMENT TO CHAPTER 24 GLASS AND GLAZING |
| 627 | SECTION 2402 [RESERVED] SECTION 2403 GENERAL REQUIREMENTS FOR GLASS |
| 629 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 [RESERVED] SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS |
| 630 | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERI SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 631 | TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES |
| 632 | TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 633 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 634 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 635 | SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 637 | APRIL 2022 SUPPLEMENT TO CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER |
| 638 | SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2511 INTERIOR PLASTER |
| 640 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION |
| 644 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 645 | TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM |
| 646 | TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2605 PLASTIC VENEER |
| 647 | SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 648 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 649 | SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 650 | 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 |
| 651 | SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER |
| 652 | SECTION 2614 [RESERVED] |
| 654 | APRIL 2022 SUPPLEMENT TO CHAPTER 26 PLASTIC |
| 655 | SECTION 2603 FOAM PLASTIC INSULATION SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS SECTION 2613 FIBER-REINFORCED POLYMER |
| 657 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 659 | APRIL 2022 SUPPLEMENT TO CHAPTER 27 ELECTRICAL |
| 660 | SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 662 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 664 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL |
| 666 | APRIL 2022 SUPPLEMENT TO CHAPTER 29 PLUMBING SYSTEMS |
| 669 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES |
| 670 | SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS |
| 671 | SECTION 3006 [RESERVED] SECTION 3007 FIRE SERVICE ACCESS ELEVATOR FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL |
| 672 | SECTION 3008 [RESERVED] |
| 673 | APRIL 2022 SUPPLEMENT TO CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS |
| 674 | SECTION 3002 HOISTWAY ENCLOSURES |
| 676 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 677 | SECTION 3103 TEMPORARY STRUCTURES |
| 678 | SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 679 | SECTION 3105 AWNINGS AND CANOPIES |
| 680 | SECTION 3106 MARQUEES SECTION 3107 [RESERVED] SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS |
| 681 | SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS SECTION 3112 GREENHOUSES |
| 682 | SECTION 3113 [RESERVED] SECTION 3114 FENCES TABLE 3114.3 MAXIMUM HEIGHT OF FENCES |
| 684 | APRIL 2022 SUPPLEMENT TO CHAPTER 31 SPECIAL CONSTRUCTION |
| 685 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3105 AWNINGS AND CANOPIES SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS |
| 686 | SECTION 3114 FENCES |
| 687 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 689 | APRIL 2022 SUPPLEMENT TO CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC WAY |
| 690 | SECTION 3202 ENCROACHMENTS |
| 692 | CHAPTER 33 WORK SITE SAFETY AND OPERATIONS SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK |
| 693 | SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS SECTION 3307 PROTECTION OF ADJOINING PROPERTY |
| 694 | SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM |
| 695 | SECTION 3313 [RESERVED] SECTION 3314 OWNER’S RESPONSIBILITY FOR FIRE PROTECTION SECTION 3315 TEMPORARY HEATING EQUIPMENT |
| 696 | SECTION 3316 PRECAUTIONS AGAINST FIRE SECTION 3317 FLAMMABLE AND COMBUSTIBLE LIQUIDS |
| 697 | SECTION 3318 FLAMMABLE GASES SECTION 3319 EXPLOSIVE MATERIALS SECTION 3320 FIRE REPORTING SECTION 3321 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3322 SAFEGUARDING ROOFING OPERATIONS |
| 698 | SECTION 3323 SCAFFOLDING SECTION 3324 CONSTRUCTION SITE CLEANLINESS |
| 700 | APRIL 2022 SUPPLEMENT TO CHAPTER 33 WORK SITE SAFETY AND OPERATIONS |
| 701 | SECTION 3301 GENERAL SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3318 FLAMMABLE GASES SECTION 3323 SCAFFOLDING SECTION 3324 CONSTRUCTION SITE CLEANLINESS |
| 703 | CHAPTER 34 [RESERVED] |
| 705 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI |
| 706 | AISC AISI ANSI |
| 707 | APA |
| 708 | ASABE ASCE/SEI ASHRAE |
| 709 | ASME ASSE ASTM |
| 720 | AWC AWCI AWPA |
| 721 | AWS BHMA CEN CPA CPSC |
| 722 | CSA CSSB DASMA DOC DOL |
| 723 | DOTn FM GA HPVA |
| 724 | ICC ISO NAAMM NCMA NFPA |
| 727 | PCI RMI SBCA SDI SJI |
| 728 | SPRI SRCC TIA TMS |
| 729 | TPI UL |
| 731 | ULC USC WCLIB WDMA |
| 733 | APRIL 2022 SUPPLEMENT TO CHAPTER 35 REFERENCED STANDARDS |
| 734 | AFSI ASABE ICC |
| 735 | NFPA TIA UL |
| 736 | CHAPTER 36 APPENDICES APPENDICES A THROUGH C [RESEREVED] APPENDIX D FIRE LIMITS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS |
| 737 | SECTION D103 CHANGES TO BUILDINGS AND STRUCTURES SECTION D104 [RESERVED] SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE LIMITS SECTION D106 [RESERVED] |
| 738 | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES SECTION E105 OTHER FEATURES AND FACILITIES |
| 739 | TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES |
| 740 | SECTION E107 SIGNAGE SECTION E108 BUS STOPS |
| 741 | SECTION E109 TRANSPORTATION FACILITIES AND STATIONS SECTION E110 AIRPORTS |
| 742 | SECTION E111 PUBLIC WAY SECTION E112 REFERENCED STANDARDS APPENDICES F THROUGH R [RESERVED] APPENDIX S OPTIONAL SMOKE CONTROL SYSTEMS SECTION S101 GENERAL |
| 744 | EQUATION S-1 |
| 745 | EQUATION S-2 |
| 752 | APRIL 2022 SUPPLEMENT TO CHAPTER 36 APPENDICES |
| 753 | APPENDIX D FIRE LIMITS APPENDIX S OPTIONAL SMOKE CONTROL SYSTEMS |
| 755 | INDEX |
| 791 | ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ICC A117.1-2009 |
| 792 | COPYRIGHT |
| 793 | AMERICAN NATIONAL STANDARD |
| 795 | FOREWORD |
| 797 | ACCREDITED STANDARD COMMITTEE A117 ON ARCHITECTURAL FEATURES AND SITE DESIGN OF PUBLIC BUILDINGS AND RESIDENTIAL STRUCTURES FOR PERSONS WITH DISABILITIES |
| 800 | INTEREST CATEGORIES |
| 801 | CONTENTS |
| 805 | LIST OF FIGURES |
| 811 | CHAPTER 1 APPLICATION AND ADMINISTRATION 101 PURPOSE 102 ANTHROPOMETRIC PROVISIONS 103 COMPLIANCE ALTERNATIVES 104 GENERAL 105 REFERENCED DOCUMENTS |
| 812 | FIGURE 104.3 GRAPHIC CONVENTION FOR FIGURES |
| 813 | 106 DEFINITIONS |
| 815 | CHAPTER 2 SCOPING 201 GENERAL 202 DWELLING AND SLEEPING UNITS 203 ADMINISTRATION |
| 817 | CHAPTER 3 BUILDING BLOCKS 301 GENERAL 302 FLOOR SURFACES FIGURE 302.2 CARPET ON FLOOR SURFACES FIGURE 302.3 OPENINGS IN FLOOR SURFACES 303 CHANGES IN LEVEL FIGURE 303.2 VERTICAL CHANGES IN LEVEL FIGURE 303.3 BEVELED CHANGES IN LEVEL 304 TURNING SPACE |
| 818 | FIGURE 304.3 SIZE OF TURNING SPACE 305 CLEAR FLOOR SPACE FIGURE 305.3 SIZE OF CLEAR FLOOR SPACE |
| 819 | FIGURE 305.5 POSITION OF CLEAR FLOOR SPACE FIGURE 305.7 MANEUVERING CLEARANCE IN AN ALCOVE 306 KNEE AND TOE CLEARANCE 307 PROTRUDING OBJECTS |
| 820 | FIGURE 306.2 TOE CLEARANCE FIGURE 306.3 KNEE CLEARANCE |
| 821 | FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 307.4 REDUCED VERTICAL CLEARANCE 308 REACH RANGES FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH |
| 822 | FIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS |
| 823 | FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH |
| 824 | 309 OPERABLE PARTS |
| 825 | CHAPTER 4 ACCESSIBLE ROUTES 401 GENERAL 402 ACCESSIBLE ROUTES 403 WALKING SURFACES FIGURE 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 404 DOORS AND DOORWAYS |
| 826 | FIGURE 403.5.1 CLEAR WIDTH AT 180º TURN FIGURE 404.2.2 CLEAR WIDTH OF DOORWAYS |
| 827 | TABLE 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS TABLE 404.2.3.3 MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS FIGURE 404.2.3.3 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS |
| 828 | FIGURE 404.2.3.2 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS |
| 829 | TABLE 404.2.3.4 MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS FIGURE 404.2.3.4 MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS |
| 830 | FIGURE 404.2.3.5 MANEUVERING CLEARANCE AT RECESSED DOORS |
| 831 | FIGURE 404.2.5 TWO DOORS IN A SERIES |
| 832 | 405 RAMPS TABLE 405.2— ALLOWABLE RAMP DIMENSIONS FOR CONSTRUCTION IN EXISTING SITES, BUILDINGS AND FACILITIES FIGURE 405.7 RAMP LANDINGS |
| 833 | FIGURE 405.9 EDGE PROTECTION LIMITED DROP OFF FIGURE 405.9.1 EXTENDED FLOOR SURFACE |
| 834 | FIGURE 405.9.2 RAMP EDGE PROTECTION 406 CURB RAMPS FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 406.3 SIDES OF CURB RAMPS |
| 835 | FIGURE 406.7 LANDINGS FIGURE 406.10 DIAGONAL CURB RAMPS |
| 836 | FIGURE 406.11 ISLANDS 407 ELEVATORS |
| 837 | FIGURE 407.2.1.1 HEIGHT OF ELEVATOR CALL BUTTONS FIGURE 407.2.1.7 DESTINATION-ORIENTED ELEVATOR INDICATION |
| 838 | FIGURE 407.2.2.2 ELEVATOR VISIBLE SIGNALS |
| 839 | FIGURE 407.2.3.1 FLOOR DESIGNATION FIGURE 407.2.3.2 DESTINATION-ORIENTED ELEVATOR CAR IDENTIFICATION |
| 840 | TABLE 407.4.1—MINIMUM DIMENSIONS OF ELEVATOR CARS FIGURE 407.4.6.2 ELEVATOR CAR CONTROL BUTTONS |
| 841 | FIGURE 407.4.1 INSIDE DIMENSIONS OF ELEVATOR CARS |
| 842 | 408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS |
| 843 | TABLE 407.4.7.1.3—CONTROL BUTTON IDENTIFICATION |
| 844 | 409 PRIVATE RESIDENCE ELEVATORS |
| 845 | FIGURE 408.3.3 DOOR LOCATION FOR LIMITED USE/LIMITED APPLICATION (LULA) ELEVATORS |
| 846 | FIGURE 408.4.1 INSIDE DIMENSIONS OF LIMITED USE/LIMITED APPLICATION (LULA) ELEVATOR CARS |
| 847 | FIGURE 409.4.6.3 LOCATION OF CONTROLS IN PRIVATE RESIDENCE ELEVATORS 410 PLATFORMS LIFTS |
| 848 | FIGURE 410.2.1 PLATFORM LIFT DOORS AND GATES |
| 849 | CHAPTER 5 GENERAL SITE AND BUILDING ELEMENTS 501 GENERAL 502 PARKING SPACES FIGURE 502.2 VEHICLE PARKING SPACE SIZE FIGURE 502.4 PARKING SPACE ACCESS AISLE |
| 850 | 503 PASSENGER LOADING ZONES FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE 504 STAIRWAYS |
| 851 | FIGURE 504.2 TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS FIGURE 504.5 STAIR NOSINGS 505 HANDRAILS |
| 852 | FIGURE 505.4 HANDRAIL HEIGHT FIGURE 505.5 HANDRAIL CLEARANCE |
| 853 | FIGURE 505.7 HANDRAIL CROSS SECTION FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS FIGURE 505.10.2 TOP HANDRAIL EXTENSIONS AT STAIRS |
| 854 | FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSIONS AT STAIRS 506 WINDOWS |
| 855 | CHAPTER 6 PLUMBING ELEMENTS AND FACILITIES 601 GENERAL 602 DRINKING FOUNTAINS FIGURE 602.2 PARALLEL APPROACH AT DRINKING FOUNTAINS PRIMARILY FOR CHILDREN’S USE—(EXCEPTION 2) FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION |
| 856 | 603 TOILET AND BATHING ROOMS TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT 604 WATER CLOSETS AND TOILET COMPARTMENTS FIGURE 604.2 WATER CLOSET LOCATION |
| 857 | FIGURE 604.3 SIZE OF CLEARANCE FOR WATER CLOSET FIGURE 604.4 WATER CLOSET SEAT HEIGHT FIGURE 604.5.1 SIDE WALL GRAB BAR FOR WATER CLOSET |
| 858 | FIGURE 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET |
| 859 | FIGURE 604.7 DISPENSER OUTLET LOCATION FIGURE 604.9.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS |
| 860 | TABLE 604.9.3.1—DOOR OPENING LOCATION FIGURE 604.9.3.1 WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS |
| 861 | FIGURE 604.9.3.1 (C) WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS—ALTERNATE FIGURE 604.9.5 WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE |
| 862 | FIGURE 604.10 AMBULATORY ACCESSIBLE COMPARTMENT FIGURE 604.11.2 CHILDREN’S WATER CLOSET LOCATION FIGURE 604.11.4 CHILDREN’S WATER CLOSET HEIGHT |
| 863 | FIGURE 604.11.7 CHILDREN’S DISPENSER OUTLET LOCATION 605 URINALS FIGURE 605.2 HEIGHT OF URINALS 606 LAVATORIES AND SINKS |
| 864 | FIGURE 606.3 HEIGHT OF LAVATORIES AND SINKS 607 BATHTUBS FIGURE 607.2 CLEARANCE FOR BATHTUBS |
| 865 | FIGURE 607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS |
| 866 | FIGURE 607.5 LOCATION OF BATHTUB CONTROLS 608 SHOWER COMPARTMENTS FIGURE 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE |
| 867 | FIGURE 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 608.3.1 GRAB BARS IN TRANSFER-TYPE SHOWERS FIGURE 608.2.3 ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE |
| 868 | FIGURE 608.3.2 GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWERS FIGURE 608.3.3 GRAB BARS IN ALTERNATE ROLL-IN-TYPE SHOWERS FIGURE 608.4.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWER LOCATION FIGURE 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION |
| 869 | FIGURE 608.4.3 ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION |
| 870 | 609 GRAB BARS FIGURE 609.2 SIZE OF GRAB BARS FIGURE 609.3 SPACING OF GRAB BARS |
| 871 | FIGURE 609.4.2 POSITION OF CHILDREN’S GRAB BARS 610 SEATS FIGURE 610.2 BATHTUB SEATS |
| 872 | FIGURE 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEAT FIGURE 610.3.2 L-SHAPED SHOWER COMPARTMENT SEAT 611 WASHING MACHINES AND CLOTHES DRYERS 612 SAUNAS AND STEAM ROOMS |
| 873 | FIGURE 611.2 CLEAR FLOOR SPACE FIGURE 611.4 HEIGHT OF LAUNDRY EQUIPMENT |
| 875 | CHAPTER 7 COMMUNICATION ELEMENTS AND FEATURES 701 GENERAL 702 ALARMS 703 SIGNS TABLE 703.2.4—VISUAL CHARACTER HEIGHT |
| 876 | FIGURE 703.3.5 CHARACTER HEIGHT |
| 877 | FIG. 703.3.10 HEIGHT OF RAISED CHARACTERS ABOVE FLOOR FIGURE 703.3.11 LOCATION OF SIGNS AT DOORS |
| 878 | FIGURE 703.4.3 BRAILLE MEASUREMENT TABLE 703.4.3— BRAILLE DIMENSIONS |
| 879 | FIGURE 703.4.4 POSITION OF BRAILLE FIGURE 703.5 PICTOGRAM FIELD FIGURE 703.4.5 HEIGHT OF BRAILLE CHARACTERS ABOVE FLOOR |
| 880 | FIGURE 703.6.3.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY FIGURE 703.6.3.2 INTERNATIONAL TTY SYMBOL FIG. 703.6.3.3 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 703.6.3.4 VOLUME-CONTROLLED TELEPHONE |
| 881 | TABLE 703.7.4—LOW RESOLUTION VMS CHARACTER HEIGHT TABLE 703.7.5 PIXEL COUNT FOR LOW RESOLUTION VMS SIGNAGE |
| 882 | FIGURE 703.7.5 LOW RESOLUTION VMS SIGNAGE CHARACTERS 704 TELEPHONES |
| 883 | FIGURE 704.2.1 CLEAR FLOOR SPACE FOR TELEPHONES 705 DETECTABLE WARNINGS 706 ASSISTIVE LISTENING SYSTEMS |
| 884 | FIGURE 705.5 TRUNCATED DOME SIZE AND SPACING 707 AUTOMATIC TELLER MACHINES (ATMS) AND FARE MACHINES FIGURE 707.5 NUMERIC KEY LAYOUT |
| 885 | TABLE 707.6.1—RAISED SYMBOLS 708 TWO-WAY COMMUNICATION SYSTEMS |
| 887 | CHAPTER 8 SPECIAL ROOMS AND SPACES 801 GENERAL 802 ASSEMBLY AREAS FIGURE 802.3 WIDTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS FIGURE 802.4 DEPTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS |
| 888 | FIGURE 802.9.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS |
| 889 | FIGURE 802.9.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS FIGURE 802.9.2 LINE OF SIGHT OVER STANDING SPECTATORS |
| 890 | TABLE 802.9.2.2 REQUIRED WHEELCHAIR SPACE LOCATION ELEVATION OVER STANDING SPECTATORS TABLE 802.10 WHEELCHAIR SPACE LOCATION DISPERSION |
| 891 | 803 DRESSING, FITTING, AND LOCKER ROOMS 804 KITCHENS AND KITCHENETTES FIGURE 804.2.1 PASS-THROUGH KITCHEN CLEARANCE |
| 892 | FIGURE 804.2.2 U-SHAPED KITCHEN CLEARANCE |
| 893 | 805 TRANSPORTATION FACILITIES FIGURE 805.2.2 SIZE OF BUS BOARDING AND ALIGHTING AREAS |
| 894 | FIGURE 805.3 BUS SHELTERS FIGURE 805.10 TRACK CROSSINGS |
| 895 | 806 HOLDING CELLS AND HOUSING CELLS 807 COURTROOMS |
| 897 | CHAPTER 9 BUILT-IN FURNISHINGS AND EQUIPMENT 901 GENERAL 902 DINING SURFACES AND WORK SURFACES 903 BENCHES 904 SALES AND SERVICE COUNTERS |
| 898 | FIGURE 904.4.2 HEIGHT OF CHECKOUT COUNTERS FIGURE 903 BENCHES |
| 899 | 905 STORAGE FACILITIES |
| 901 | CHAPTER 10 DWELLING UNITS AND SLEEPING UNITS 1001 GENERAL 1002 ACCESSIBLE UNITS |
| 902 | 1003 TYPE A UNITS |
| 904 | FIGURE 1003.11.2.4 WATER CLOSETS IN TYPE A UNITS |
| 905 | FIGURE 1003.11.2.5.1 CLEARANCE FOR BATHTUBS IN TYPE A UNITS FIGURE 1003.11.2.5.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS |
| 906 | FIGURE 1003.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS |
| 907 | FIGURE 1003.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS FIGURE 1003.12.3 WORK SURFACE IN KITCHEN FOR TYPE A UNITS FIGURE 1003.12.4 KITCHEN SINK FOR TYPE A UNITS |
| 908 | 1004 TYPE B UNITS |
| 910 | FIGURE 1004.11.1.1 SWING-UP GRAB BAR FOR WATER CLOSET |
| 911 | FIGURE 1004.11.3.1.1 LAVATORY IN TYPE B UNITS—OPTION A BATHROOMS |
| 912 | FIGURE 1004.11.3.1.2 CLEARANCE AT WATER CLOSETS IN TYPE B UNITS FIGURE 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS—OPTION A BATHROOMS |
| 913 | FIGURE. 1004.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS—OPTION A BATHROOMS FIGURE 1004.11.3.1.3.3 TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS FIGURE 1004.11.3.2.1 LAVATORY IN TYPE B UNITS—OPTION B BATHROOMS FIGURE 1004.11.3.2.3.1 BATHROOM CLEARANCE IN TYPE B UNITS—OPTION B BATHROOMS |
| 914 | FIGURE 1004.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE B UNITS FIGURE 1004.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS |
| 915 | 1005 TYPE C (VISITABLE) UNITS |
| 916 | 1006 UNITS WITH ACCESSIBLE COMMUNICATION FEATURES |
| 917 | CHAPTER 11 RECREATIONAL FACILITIES 1101 GENERAL 1102 AMUSEMENT RIDES |
| 918 | FIGURE 1102.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDE 1103 RECREATIONAL BOATING FACILITIES |
| 919 | FIGURE 1103.3.1(A) BOAT SLIP CLEARANCE FIGURE 1103.3.1(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS FIGURE 1103.3.1(C) (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS |
| 921 | FIGURE 1103.3.2(A) BOARDING PIER CLEARANCE FIGURE 1103.3.2(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS 1104 EXERCISE MACHINES AND EQUIPMENT 1105 FISHING PIERS AND PLATFORMS |
| 922 | FIGURE 1103.3.2(C) (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS FIGURE 1105.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS |
| 923 | 1106 GOLF FACILITIES 1107 MINIATURE GOLF FACILITIES 1108 PLAY AREAS |
| 924 | FIGURE 1107.3.2 GOLF CLUB REACH RANGE AREA |
| 925 | TABLE 1108.3.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES |
| 926 | FIGURE 1108.4.2.1 TRANSFER PLATFORMS |
| 927 | FIGURE 1108.4.2.2 TRANSFER STEPS 1109 SWIMMING POOLS, WADING POOLS, HOT TUBS AND SPAS |
| 928 | FIGURE 1109.2.2 POOL LIFT SEAT LOCATION FIGURE 1109.2.3 CLEAR DECK SPACE AT POOL LIFTS FIGURE 1109.2.4 POOL LIFT SEAT HEIGHT |
| 929 | FIGURE 1109.2.8 POOL LIFT SUBMERGED DEPTH FIGURE 1109.3.2 SLOPED ENTRY SUBMERGED DEPTH FIGURE 1109.3.3 HANDRAILS FOR SLOPED ENTRY |
| 930 | FIGURE 1109.4.1 CLEAR DECK SPACE AT TRANSFER WALLS FIGURE 1109.4.2 TRANSFER WALL HEIGHT FIGURE 1109.4.3 DEPTH AND LENGTH OF TRANSFER WALLS |
| 931 | FIGURE 1109.4.5 GRAB BARS FOR TRANSFER WALLS FIGURE 1109.5.1 SIZE OF TRANSFER PLATFORM FIGURE 1109.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM FIGURE 1109.5.4 TRANSFER STEPS |
| 932 | FIGURE 1109.5.6 SIZE OF TRANSFER STEPS FIGURE 1109.5.7 GRAB BARS 1110 SHOOTING FACILITIES WIHT FIRING POSITIONS |
| 933 | INDEX |
| 947 | 2018 ILLINOIS ACCESSIBILITY CODE (SECTION 502 ) PURPOSE EFFECTIVE DATE TYPOGRAPHIC CONVENTIONS CHAPTER 5 GENERAL SITE AND BUILDING SECTION 502 PARKING SPACES FIGURE 502.2 VEHICLE PARKING SPACES |
| 948 | FIGURE 502.3 (A) PARKING SPACE ACCESS AISLE FIGURE 502.3 (B) DIAGONAL PARKING SPACE ACCESS AISLE |
| 949 | FIGURE 502.6 (A) PARKING SIGN |
| 950 | FIGURE 502.6 (B) PARKING FINE SIGN |
| 951 | HELPFUL TOOLS FOR YOUR BUILDING CODE |
| 952 | S.K. GHOSH ASSOCIATES LLC, SEISMIC AND BUILDING CODE CONSULTING |
| 953 | ICC EVALUATION SERVICE |
| 954 | ICC’s DIGITAL CODES LIBRARY |
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