CA LA County Building Code Vols1 2 2023
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County of Los Angeles Building Code (2 Volumes) Full Code
| Published By | Publication Date | Number of Pages |
| CA | 2023 |
This package includes 2023 County of Los Angeles amendment pages, and the 2022 California Building Code (Title 24, Part 2, Volumes 1 and 2).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2023 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 1 | LOS ANGELES COUNTY CODE TITLE 26© |
| 2 | 2023 COUNTY OFLOS ANGELES BUILDING CODEVOLUME 1 | LOS ANGELES COUNTY CODE TITLE 26 |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 5 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 |
| 6 | PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS |
| 18 | ARRANGEMENT AND FORMAT OF THE 2021 IBC |
| 30 | TABLE OF CONTENTS |
| 46 | CHAPTER 1 ADMINISTRATION SECTION 100 ADOPTION AND INCORPORATION BY REFERENCE SECTION 101 TITLE, PURPOSE AND INTENT |
| 47 | SECTION 102 UNSAFE BUILDINGS |
| 49 | SECTION 103 VIOLATIONS AND PENALTIES |
| 50 | SECTION 104 ORGANIZATION AND ENFORCEMENT |
| 52 | SECTION 105 APPEALS BOARDS |
| 53 | SECTION 106 PERMITS |
| 57 | SECTION 107 FEES |
| 61 | SECTION 108 INSPECTIONS |
| 63 | SECTION 109 USE AND OCCUPANCY |
| 64 | SECTION 110 PROHIBITED USES OF BUILDING SITES |
| 67 | SECTION 111 ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORTS SECTION 112 EARTHQUAKE FAULT MAPS |
| 68 | SECTION 113 EARTHQUAKE FAULTS |
| 69 | SECTION 114 THROUGH 118 RESERVED SECTION 119 APPLICATION OF STATE AGENCIES SECTION 1.2 BUILDING STANDARDS COMMISSION |
| 70 | SECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS |
| 71 | SECTION 1.5 RESERVED SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS |
| 72 | SECTION 1.8.3 LOCAL ENFORCING AGENCY |
| 73 | SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS |
| 74 | SECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS,TESTS AND METHODS OF CONSTRUCTION |
| 75 | SECTION 1.8.8 APPEALS BOARD |
| 76 | SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 DIVISION OF THE STATE ARCHITECT |
| 79 | SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT |
| 80 | SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL |
| 85 | SECTION 1.12 STATE LIBRARIAN SECTION 1.13 DEPARTMENT OF WATER RESOURCES RESERVED SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION |
| 86 | TABLE 1-A BUILDING PERMIT FEES TABLE 1-B GRADING PERMIT FEES TABLE 1-C GRADING PLAN CHECK FEES |
| 87 | TABLE 1-D LANDSCAPE PERMIT FEES UP TO ONE ACRE TABLE 1-E LANDSCAPE PLAN CHECK FEES UP TO ONE ACRE TABLE 1-F CODE ENFORCEMENT FEES |
| 88 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS |
| 89 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 90 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 91 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 92 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 93 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 94 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 95 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 96 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 97 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 98 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 148 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – OCCUPANCY CLASSIFICATION AND USE |
| 150 | CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A |
| 151 | SECTION 304 BUSINESS GROUP B |
| 152 | SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
| 153 | SECTION 307 HIGH-HAZARD GROUP H |
| 155 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 156 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 157 | [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD SECTION 308 INSTITUTIONAL GROUP I |
| 159 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 161 | SECTION 311 STORAGE GROUP S |
| 162 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 LABORATORIES GROUP L [SFM] SECTION 314 ORGANIZED CAMPS GROUP C [SFM] |
| 164 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE |
| 165 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE—continued |
| 166 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE—continued |
| 167 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE—continued |
| 168 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 171 | (EQUATION 4-1) |
| 172 | SECTION 403 HIGH-RISE BUILDINGS AND GROUP I-2O CCUPANCIES HAVING OCCUPIED FLOORS LOCATED MORE THAN 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS |
| 173 | TABLE 403.2.3 MINIMUM BOND STRENGTH |
| 175 | SECTION 404 ATRIUMS |
| 176 | SECTION 405 UNDERGROUND BUILDINGS |
| 177 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 180 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 182 | SECTION 407 GROUP I-2 AND GROUP I-2.1 |
| 187 | SECTION 408 GROUP I-3 |
| 190 | TABLE 408.3.13 MAXIMUM FLOOR AREA ALLOWANCES FOR I-3 FACILITIESc |
| 193 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 194 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 196 | SECTION 411 SPECIAL AMUSEMENT AREAS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 198 | [F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa |
| 199 | TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE |
| 200 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS |
| 201 | [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 202 | [F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa |
| 203 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa |
| 204 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 206 | [F] TABLE 415.6.5 DETACHED BUILDING REQUIRED |
| 208 | [F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 a |
| 213 | SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES |
| 214 | SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION SECTION 420 GROUPS R-1, R-2, R-2.1, R-2.2, R-3, R-3.1 AND R-4 |
| 216 | SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACILITIES |
| 217 | SECTION 423 STORM SHELTERS |
| 218 | SECTION 424 PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS,GRAIN PROCESSING AND STORAGE |
| 219 | SECTION 427 MEDICAL GAS SYSTEMS |
| 220 | SECTION 435 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM] |
| 223 | SECTION 436 GROUP I-4 [SFM] SECTION 437 RESERVED |
| 224 | SECTION 438 RESERVED SECTION 439 ROAD TUNNELS, BRIDGES ANDOTHER LIMITED-ACCESS HIGHWAYS [SFM] SECTION 440 HORSE RACING STABLES [SFM] SECTION 441 PET KENNELS AND PET BOARDING FACILITIES [SFM] SECTION 442 COMBUSTION ENGINES AND GAS TURBINES [SFM] SECTION 443 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS [SFM] SECTION 444 EXPLOSIVES [SFM] |
| 225 | SECTION 445 RESERVED SECTION 446 WINERY CAVES [SFM] |
| 226 | SECTION 447 RESERVED SECTION 448 RESERVED SECTION 449 PUBLIC LIBRARIES [SL AND SFM] SECTION 450 GROUP C [SFM] |
| 228 | SECTION 451 RESERVED SECTION 452 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E CHILD CARE |
| 230 | SECTION 453 GROUP L [SFM] |
| 232 | TABLE 453.7.2.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE SECTION 454 RESERVED SECTION 455 LARGE FAMILY DAY-CARE HOMES [SFM] |
| 234 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS |
| 236 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS |
| 237 | FIGURE 5-1 |
| 238 | SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 239 | TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE |
| 240 | TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa |
| 241 | TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa |
| 242 | SECTION 506 BUILDING AREA (EQUATION 5-1) (EQUATION 5-2) |
| 243 | (EQUATION 5-3) SECTION 507 UNLIMITED AREA BUILDINGS |
| 244 | TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa |
| 245 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa |
| 246 | TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa TABLE 506.3.3 FRONTAGE INCREASE FACTORa |
| 247 | TABLE 506.3.3.1 SECTION 507 BUILDINGSa |
| 249 | SECTION 508 MIXED USE AND OCCUPANCY |
| 250 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS |
| 251 | SECTION 509 INCIDENTAL USES |
| 252 | [F] TABLE 509.1 INCIDENTAL USES |
| 253 | SECTION 510 SPECIAL PROVISIONS |
| 256 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION |
| 258 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION |
| 260 | (EQUATION 6-1) |
| 262 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION |
| 264 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES |
| 266 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 267 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 269 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 271 | (EQUATION 7-1) TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa |
| 272 | (EQUATION 7-2) FIGURE 705.7 EQUIVALENT OPENING FACTOR |
| 273 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 274 | SECTION 706 FIRE WALLS |
| 275 | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 277 | SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 279 | SECTION 708 FIRE PARTITIONS |
| 280 | SECTION 709 SMOKE BARRIERS |
| 281 | SECTION 710 SMOKE PARTITIONS |
| 282 | SECTION 711 FLOOR AND ROOF ASSEMBLIES SECTION 712 VERTICAL OPENINGS |
| 284 | SECTION 713 SHAFT ENCLOSURES |
| 285 | SECTION 714 PENETRATIONS |
| 288 | SECTION 715 JOINTS AND VOIDS |
| 289 | SECTION 716 OPENING PROTECTIVES |
| 290 | TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 291 | TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 292 | TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 297 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS TABLE 717.3.2.1 FIRE DAMPER RATING |
| 303 | SECTION 718 CONCEALED SPACES |
| 304 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER |
| 305 | SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 306 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE |
| 307 | SECTION 722 CALCULATED FIRE RESISTANCE |
| 308 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 309 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 310 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 311 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 312 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 313 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 314 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 315 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 316 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 317 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 318 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 319 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 320 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 321 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 322 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 323 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 324 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 325 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 326 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 327 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 328 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 329 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 330 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 331 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 332 | TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS (EQUATION 7-3) (EQUATION 7-4) |
| 333 | 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 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
| 334 | TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALSON FIRE-EXPOSED SIDE OF WALL |
| 335 | TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches (EQUATION 7-5) FIGURE 722.2.2.1.2 DETERMINATION OF SLABTHICKNESS FOR SLOPING SOFFITS FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS |
| 336 | FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FORTWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGSFOR CONCRETE ROOF ASSEMBLIES |
| 337 | 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 (inches TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches |
| 338 | TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE 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 |
| 339 | (EQUATION 7-6) |
| 340 | TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa (EQUATION 7-7) TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches |
| 341 | 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 TABLE 722.4.1(3) VALUES OF Rn TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a |
| 342 | TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS (EQUATION 7-9) (EQUATION 7-10) (EQUATION 7-11) |
| 343 | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS (EQUATION 7-12) |
| 344 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
| 345 | TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS |
| 346 | TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 347 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 348 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 349 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 350 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 351 | 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)] |
| 352 | 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)] |
| 353 | 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 |
| 354 | FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa |
| 355 | FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS (EQUATION 7-13) (EQUATION 7-14) |
| 356 | (EQUATION 7-15) (EQUATION 7-16) |
| 357 | FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OFSTRUCTURAL STEEL BEAMS AND GIRDERS (EQUATION 7-17) |
| 358 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME |
| 359 | TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 360 | TABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL |
| 362 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION 701A SCOPE, PURPOSE AND APPLICATION |
| 363 | SECTION 702A DEFINITIONS |
| 364 | SECTION 703A STANDARDS OF QUALITY |
| 365 | SECTION 704A IGNITION-RESISTANT CONSTRUCTION SECTION 705A ROOFING |
| 366 | SECTION 706A VENTS SECTION 707A EXTERIOR COVERING |
| 369 | SECTION 708A EXTERIOR WINDOWS, SKYLIGHTS AND DOORS |
| 370 | SECTION 709A DECKING SECTION 710A ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES |
| 372 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLECHAPTER 8 – INTERIOR FINISHES |
| 374 | CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES |
| 376 | TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 377 | SECTION 804 INTERIOR FLOOR FINISH |
| 378 | SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 379 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 380 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS |
| 381 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued |
| 382 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued |
| 383 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued |
| 384 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued |
| 385 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued |
| 386 | CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL |
| 387 | SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 389 | [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 392 | [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS |
| 396 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 399 | SECTION 905 STANDPIPE SYSTEMS |
| 402 | SECTION 906 PORTABLE FIRE EXTINGUISHERS [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE |
| 403 | [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa |
| 404 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 419 | [F] TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 421 | SECTION 908 EMERGENCY ALARM SYSTEMS |
| 422 | SECTION 909 SMOKE CONTROL SYSTEMS |
| 423 | (EQUATION 9-1) |
| 424 | (EQUATION 9-2) |
| 430 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 431 | (EQUATION 9-3) (EQUATION 9-4) |
| 432 | SECTION 911 FIRE COMMAND CENTER |
| 433 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 434 | SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES |
| 435 | SECTION 915 CARBON MONOXIDE DETECTION |
| 437 | SECTION 916 GAS DETECTION SYSTEMS |
| 438 | SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE |
| 440 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS |
| 441 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued |
| 442 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued |
| 443 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued |
| 444 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS |
| 446 | SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 447 | SECTION 1005 MEANS OF EGRESS SIZING |
| 448 | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 449 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 451 | TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 AND R-3 OCCUPANCIES |
| 452 | TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION |
| 454 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS |
| 457 | SECTION 1010 DOORS, GATES AND TURNSTILES |
| 465 | TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS |
| 467 | SECTION 1011 STAIRWAYS |
| 471 | SECTION 1012 RAMPS |
| 472 | SECTION 1013 EXIT SIGNS |
| 474 | SECTION 1014 HANDRAILS |
| 475 | SECTION 1015 GUARDS |
| 477 | SECTION 1016 EXIT ACCESS |
| 478 | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa |
| 479 | SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS |
| 480 | SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING |
| 481 | TABLE 1020.3 MINIMUM CORRIDOR WIDTH |
| 482 | SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 484 | SECTION 1024 EXIT PASSAGEWAYS |
| 485 | SECTION 1025 LUMINOUS EGRESS PATH MARKINGS |
| 487 | SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 488 | SECTION 1028 EXIT DISCHARGE |
| 489 | SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY |
| 491 | TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 494 | TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS |
| 497 | SECTION 1031 EMERGENCY ESCAPE AND RESCUE |
| 500 | CHAPTER 11 RESERVED |
| 502 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY |
| 504 | CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I – APPLICATION, GENERAL PROVISIONS AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY |
| 505 | SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A COVERED MULTIFAMILY DWELLINGS |
| 506 | SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES SECTION 1106 ASITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS |
| 507 | DIVISION II – EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL SECTION 1109A PARKING FACILITIES |
| 509 | SECTION 1110A EXTERIOR ACCESSIBLE ROUTES |
| 510 | SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES SECTION 1113A WALKS AND SIDEWALKS ON ACCESSIBLE ROUTES |
| 511 | SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES |
| 512 | SECTION 1115A EXTERIOR STAIRWAYS |
| 513 | SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES |
| 515 | DIVISION III – BUILDING FEATURES SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY SECTION 1118A EGRESS AND AREAS OF REFUGE SECTION 1119A INTERIOR ACCESSIBLE ROUTES |
| 516 | SECTION 1120A RESERVED SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES |
| 517 | SECTION 1123A INTERIOR STAIRWAYS |
| 518 | SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS |
| 519 | TABLE 1124A.3.2 ELEVATOR CAR DIMENSIONS |
| 521 | SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES SECTION 1126A DOORS, GATES AND WINDOWS |
| 523 | SECTION 1127A COMMON USE FACILITIES |
| 532 | DIVISION IV – DWELLING UNIT FEATURES SECTION 1128A COVERED DWELLING UNITS SECTION 1129A RESERVED SECTION 1130A ACCESSIBLE ROUTE WITHIN COVERED MULTIFAMILY DWELLING UNITS SECTION 1131A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1132A DOORS |
| 534 | SECTION 1133A KITCHENS |
| 535 | SECTION 1134A BATHING AND TOILET FACILITIES |
| 538 | SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS |
| 539 | DIVISION V – FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A SPACE ALLOWANCES AND REACH RANGES |
| 541 | SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS |
| 542 | SECTION 1140A ACCESSIBLE TELEPHONES SECTION 1141A ACCESSIBLE SWIMMING POOLS |
| 543 | SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE |
| 544 | TABLE 1143A.5 VISUAL CHARACTER HEIGHT |
| 545 | TABLE 1143A.7.1 BRAILLE DIMENSIONS SECTION 1144A RESERVED SECTION 1145A RESERVED SECTION 1146A RESERVED SECTION 1147A RESERVED SECTION 1148A RESERVED SECTION 1149A RESERVED |
| 546 | DIVISION VI – SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS |
| 548 | DIVISION VII – FIGURES FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL |
| 549 | FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION |
| 550 | FIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS |
| 551 | FIGURE 11A-1D WHEELCHAIR TURNING SPACE FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH |
| 552 | FIGURE 11A-1F CHANGE IN LEVEL |
| 553 | FIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
| 554 | FIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES |
| 555 | FIGURE 11A-1I FORWARD REACH |
| 556 | FIGURE 11A-1J SIDE REACH |
| 557 | FIGURE 11A-1K MINIMUM CLEARANCES FOR SEATING AND TABLE |
| 558 | FIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE |
| 559 | FIGURE 11A-2A DOUBLE PARKING STALLS FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS |
| 560 | FIGURE 11A-2C DIAGONAL PARKING STALLS |
| 561 | FIGURE 11A-3A CURB DETAILS |
| 562 | FIGURE 11A-3B CURB DETAIL |
| 563 | FIGURE 11A-3C CURB DETAIL |
| 564 | FIGURE 11A-3D CURB DETAIL FIGURE 11A-3E CURB DETAIL |
| 565 | FIGURE 11A-3F CURB DETAIL – SIDEWALK LESS THAN 60″ WIDE FIGURE 11A-3G CURB DETAIL |
| 566 | FIGURE 11A-3H CURB DETAIL FIGURE 11A-3I CURB DETAIL |
| 567 | FIGURE 11A-3J CURB DETAIL FIGURE 11A-3K CURB DETAIL |
| 568 | FIGURE 11A-3L CURB SECTIONS |
| 569 | FIGURE 11A-5A RAMPS AND SIDEWALKS |
| 570 | FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS |
| 571 | FIGURE 11A-6B HANDRAILS |
| 572 | FIGURE 11A-6C RAMP DIMENSIONS |
| 573 | FIGURE 11A-6D RAMP LANDING AND DOORWAY |
| 574 | FIGURE 11A-6E STAIR HANDRAILS |
| 575 | FIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS |
| 576 | FIGURE 11A-7B ELEVATOR CONTROL PANEL |
| 577 | FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D GRAPH OF TIMING EQUATION |
| 578 | FIGURE 11A-8A MANEUVERING CLEARANCE AT SWINGING DOORS |
| 579 | FIGURE 11A-8B MANEUVERING CLEARANCE AT DOORWAYS, SLIDING DOORS AND FOLDING DOORS |
| 580 | FIGURE 11A-8C MANEUVERING CLEARANCES AT RECESSED DOORS |
| 581 | FIGURE 11A-8G VESTIBULE |
| 582 | FIGURE 11A-8H VESTIBULE |
| 583 | FIGURE 11A-8I THRESHOLDS FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR FIGURE 11A-8 KRAMP AT SECONDARY EXTERIOR DOOR |
| 584 | FIGURE 11A-9A TOILET FACILITIES |
| 585 | FIGURE 11A-9B WATER CLOSETS |
| 586 | FIGURE 11A-9C GRAB BARS |
| 587 | FIGURE 11A-9D KNEE AND TOE SPACE |
| 588 | FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS |
| 589 | FIGURE 11A-9F GRAB BARS AT BATHTUBS |
| 590 | FIGURE 11A-9G REINFORCEMENT FOR GRAB BARS |
| 591 | FIGURE 11A-9H STANDARD ROLL-IN SHOWER |
| 592 | FIGURE 1A-9I SHOWER SEATS AND GRAB BARS |
| 593 | FIGURE 11A-9J OPEN SHOWER |
| 594 | FIGURE 11A-9K ALTERNATE ROLL-IN SHOWER |
| 595 | FIGURE 11A-9L SHOWER WITH WATER CLOSET FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET |
| 596 | FIGURE 11A-10A KITCHEN SPECIFICATIONS |
| 597 | FIGURE 11A-11A DRINKING FOUNTAINS |
| 598 | FIGURE 11A-11B TELEPHONES |
| 599 | FIGURE 11A-11E |
| 600 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING |
| 602 | CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING DIVISION 1: APPLICATION AND ADMINISTRATION 11B-101 PURPOSE 11B-102 DIMENSIONS FOR ADULTS AND CHILDREN 11B-103 EQUIVALENT FACILITATION 11B-104 CONVENTIONS FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES 11B-105 REFERENCED STANDARDS 11B-106 DEFINITIONS |
| 604 | 11B-107 SPECIAL CONDITIONS APPEALS ACTION 11B-108 MAINTENANCE OF ACCESSIBLE FEATURES |
| 605 | DIVISION 2: SCOPING REQUIREMENTS 11B-201 APPLICATION 11B-202 EXISTING BUILDINGS AND FACILITIES |
| 607 | 11B-203 GENERAL EXCEPTIONS |
| 608 | 11B-204 PROTRUDING OBJECTS FIGURE 11B-205.1 Ex. 9 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES 11B-205 OPERABLE PARTS 11B-206 ACCESSIBLE ROUTES |
| 613 | 11B-207 ACCESSIBLE MEANS OF EGRESS 11B-208 PARKING SPACES TABLE 11B-208.2 PARKING SPACES |
| 614 | 11B-209 PASSENGER DROP-OFF AND LOADING ZONES AND BUSSTOPS |
| 615 | 11B-210 STAIRWAYS 11B-211 DRINKING FOUNTAINS AND BOTTLE-FILLING STATIONS 11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS 11B-213 TOILET FACILITIES AND BATHING FACILITIES |
| 616 | 11B-214 WASHING MACHINES AND CLOTHES DRYERS 11B-215 FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS |
| 617 | 11B-216 SIGNS |
| 618 | 11B-217 TELEPHONES |
| 619 | TABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES 11B-218 TRANSPORTATION FACILITIES |
| 620 | 11B-219 ASSISTIVE LISTENING SYSTEMS 11B-220 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES 11B-221 ASSEMBLY AREAS |
| 621 | TABLE 11B-221.2.1.1 NUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREAS |
| 622 | 11B-222 DRESSING, FITTING AND LOCKER ROOMS 11B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES |
| 623 | 11B-224 TRANSIENT LODGING GUEST ROOMS, HOUSING AT A PLACE OF EDUCATION AND SOCIAL SERVICE CENTER ESTABLISHMENTS |
| 624 | TABLE 11B-224.2 GUEST ROOMS WITH MOBILITY FEATURES TABLE 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES 11B-225 STORAGE |
| 625 | TABLE 11B-225.3 SELF-SERVICE STORAGE FACILITIES 11B-226 DINING SURFACES AND WORK SURFACES 11B-227 SALES AND SERVICE TABLE 11B-227.2 CHECK-OUT AISLES |
| 626 | 11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES, FUEL DISPENSERS AND ELECTRIC VEHICLE CHARGING STATIONS TABLE 11B-228.3.2.1 ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC USE AND COMMON USE |
| 627 | 11B-229 WINDOWS 11B-230 TWO-WAY COMMUNICATION SYSTEMS 11B-231 JUDICIAL FACILITIES 11B-232 DETENTION FACILITIES AND CORRECTIONAL FACILITIES |
| 628 | 11B-233 PUBLIC HOUSING FACILITIES |
| 631 | 11B-234 AMUSEMENT RIDES 11B-235 RECREATIONAL BOATING FACILITIES |
| 632 | TABLE 11B-235.2 BOAT SLIPS 11B-236 EXERCISE MACHINES AND EQUIPMENT 11B-237 FISHING PIERS AND PLATFORMS 11B-238 GOLF FACILITIES 11B-239 MINIATURE GOLF FACILITIES 11B-240 PLAY AREAS |
| 633 | TABLE 11B-240.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES 11B-241 SAUNAS AND STEAM ROOMS 11B-242 SWIMMING POOLS, WADING POOLS AND SPAS 11B-243 SHOOTING FACILITIES WITH FIRING POSITIONS |
| 634 | 11B-244 RELIGIOUS FACILITIES 11B-245 PUBLIC ACCOMMODATIONS LOCATED IN PRIVATE RESIDENCES 11B-246 OUTDOOR DEVELOPED AREAS 11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE 11B-248 COMMON USE AREAS AND EMPLOYEE WORK AREAS |
| 635 | 11B-249 ADULT CHANGING FACILITIES 11B-250 CIRCULATION PATHS |
| 636 | DIVISION 3: BUILDING BLOCKS 11B-301 GENERAL 11B-302 FLOOR OR GROUND SURFACES FIGURE 11B-302.2 CARPET PILE HEIGHT FIGURE 11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 11B-303 CHANGES IN LEVEL FIGURE 11B-303.2 VERTICAL CHANGE IN LEVEL FIGURE 11B-303.3 BEVELED CHANGE IN LEVEL 11B-304 TURNING SPACE |
| 637 | FIGURE 11B-304.3.2 T-SHAPED TURNING SPACE 11B-305 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH |
| 638 | FIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 11B-306 KNEE AND TOE CLEARANCE FIGURE 11B-306.2 TOE CLEARANCE FIGURE 11B-306.3 KNEE CLEARANCE |
| 639 | 11B-307 PROTRUDING OBJECTS FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS |
| 640 | FIGURE 11B-307.4 VERTICAL CLEARANCE FIGURE 11B-307.4.1 GUY BRACES 11B-308 REACH RANGES FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH |
| 641 | FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH FIGURE 11B-308.3.2 OBSTRUCTED HIGH SIDE REACH TABLE 11B-308.4 SUGGESTED DIMENSIONS FOR CHILDREN’S USE 11B-309 OPERABLE PARTS |
| 642 | DIVISION 4: ACCESSIBLE ROUTES 11B-401 GENERAL 11B-402 ACCESSIBLE ROUTES 11B-403 WALKING SURFACES FIGURE 11B-403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE |
| 643 | FIGURE 11B-403.5.2 CLEAR WIDTH AT TURN 11B-404 DOORS, DOORWAYS AND GATES |
| 644 | FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES |
| 645 | FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES |
| 646 | FIGURE 11B-404.2.4.1—continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES |
| 647 | TABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS and MANUAL FOLDING DOORS FIGURE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES and FOLDING DOORS |
| 648 | FIGURE 11B-404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES FIGURE 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES |
| 650 | 11B-405 RAMPS |
| 651 | FIGURE 11B-405.7 RAMP LANDINGS FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS |
| 652 | FIGURE 11B-406.2.2 SIDES OF CURB RAMPS FIGURE 11B-406.3.2 PARALLEL CURB RAMPS FIGURE 11B-406.5.3 LANDINGS AT THE TOP OF CURB RAMPS |
| 653 | FIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 11B-406.6 ISLANDS IN CROSSINGS FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS 11B-407 ELEVATORS |
| 654 | FIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS |
| 655 | FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBSOF ELEVATOR HOISTWAY ENTRANCES TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS |
| 656 | FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS |
| 657 | TABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION |
| 658 | 11B-408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS |
| 659 | FIGURE 11B-408.4.1 LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS 11B-409 PRIVATE RESIDENCE ELEVATORS |
| 660 | FIGURE 11B-409.4.6.2 LOCATION OF PRIVATE RESIDENCE ELEVATOR CONTROL PANEL 11B-410 PLATFORM LIFTS FIGURE 11B-410.6 PLATFORM LIFT DOORS AND GATES 11B-411 DESTINATION-ORIENTED ELEVATORS |
| 661 | FIGURE 11B-411.2.1.2.3 DESTINATION-ORIENTED ELEVATOR ACCESSIBILITY FUNCTION BUTTON INDICATION |
| 664 | FIGURE 11B-411.2.3 FLOOR DESIGNATION AND CAR DESIGNATION SIGNS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES |
| 666 | DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS 11B-501 GENERAL 11B-502 PARKING SPACES FIGURE 11B-502.2 VEHICLE PARKING SPACES |
| 667 | FIGURE 11B-502.3 PARKING SPACE ACCESS AISLE |
| 668 | FIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION |
| 669 | 11B-503 PASSENGER DROP-OFF AND LOADING ZONES FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE |
| 670 | 11B-504 STAIRWAYS FIGURE 11B-504.5 STAIR NOSINGS 11B-505 HANDRAILS |
| 671 | FIGURE 11B-505.4 HANDRAIL HEIGHT FIGURE 11B-505.5 HANDRAIL CLEARANCE FIGURE 11B-505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE FIGURE 11B-505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION |
| 672 | FIGURE 11B-505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS FIGURE 11B-505.10.2 TOP HANDRAIL EXTENSION AT STAIRS FIGURE 11B-505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS |
| 673 | DIVISION 6: PLUMBING ELEMENTS AND FACILITIES 11B-601 GENERAL 11B-602 DRINKING FOUNTAINS AND BOTTLE-FILLING STATIONS FIGURE 11B-602.5 DRINKING FOUNTAIN SPOUT LOCATION 11B-603 TOILET AND BATHING ROOMS |
| 674 | 11B-604 WATER CLOSETS AND TOILET COMPARTMENTS FIGURE 11B-604.2 WATER CLOSET LOCATION FIGURE 11B-604.3.1 SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 11B-604.3.2 (EXCEPTION) OVERLAP OF WATER CLOSET CLEARANCE IN RESIDENTIAL DWELLING UNITS |
| 675 | FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.7.1 DISPENSER OUTLET LOCATION FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.7.2 DISPOSAL UNIT LOCATION |
| 676 | FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR |
| 677 | FIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END-OPENING DOOR FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS |
| 678 | FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT |
| 679 | TABLE 11B-604.9 SUGGESTED DIMENSIONS FOR CHILDREN’S USE 11B-605 URINALS FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS 11B-606 LAVATORIES AND SINKS |
| 680 | 11B-607 BATHTUBS FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS |
| 681 | FIGURE 11B-607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 11B-607.4.2 GRAB BARS FOR BATHTUBS WITH REMOVABLE IN-TUB SEATS |
| 682 | FIGURE 11B-607.5 BATHTUB CONTROL LOCATION 11B-608 SHOWER COMPARTMENTS FIGURE 11B-608.2.1 TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE |
| 683 | FIGURE 11B-608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.3.1 GRAB BARS FOR TRANSFER TYPE SHOWERS FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER FIGURE 11B-608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS |
| 684 | FIGURE 11B-608.5.1 TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION |
| 685 | 11B-609 GRAB BARS FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION FIGURE 11B-609.3 SPACING OF GRAB BARS 11B-610 SEATS |
| 686 | FIGURE 11B-610.2 BATHTUB SEATS FIGURE 11B-610.3 EXTENT OF SEAT FIGURE 11B-610.3.1 RECTANGULAR SHOWER SEAT FIGURE 11B-610.3.2 L-SHAPED SHOWER SEAT 11B-611 WASHING MACHINES AND CLOTHES DRYERS |
| 687 | FIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING 11B-612 SAUNAS AND STEAM ROOMS |
| 688 | DIVISION 7: COMMUNICATION ELEMENTS AND FEATURES 11B-701 GENERAL 11B-702 FIRE ALARM SYSTEMS 11B-703 SIGNS FIGURE 11B-703.2.5 HEIGHT OF RAISED CHARACTERS |
| 689 | TABLE 11B-703.3.1 BRAILLE DIMENSIONS FIGURE 11B-703.3.1 BRAILLE MEASUREMENT FIGURE 11B-703.3.2 POSITION OF BRAILLE FIGURE 11B-703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND |
| 690 | FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT |
| 691 | FIGURE 11B-703.6.1 PICTOGRAM FIELD FIGURE 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY FIGURE 11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY |
| 692 | FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE FIGURE 11B-703.7.2.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 11B-703.7.2.6.4 EDGES AND VERTICES ON GEOMETRIC SYMBOLS |
| 693 | TABLE 11B-703.8.4 LOW RESOLUTION VMS CHARACTER HEIGHT TABLE 11B-703.8.5 PIXEL COUNT FOR LOW RESOLUTION VMS 11B-704 TELEPHONES |
| 694 | FIGURE 11B-703.8.5 LOW RESOLUTION VMS CHARACTERS FIGURE 11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE FIGURE 11B-704.2.1.2FORWARD APPROACH TO TELEPHONE |
| 695 | 11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES |
| 696 | FIGURE 11B-705.1.2.2.2 PARALLEL CURB RAMPS |
| 697 | FIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE 11B-706 ASSISTIVE LISTENING SYSTEMS 11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES |
| 698 | FIGURE 11B-707.6.2 NUMERIC KEY LAYOUT |
| 699 | 11B-708 TWO-WAY COMMUNICATION SYSTEMS |
| 700 | DIVISION 8: SPECIAL ROOMS, SPACES AND ELEMENTS 11B-801 GENERAL 11B-802 WHEELCHAIR SPACES, COMPANION SEATS AND DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEATS FIGURE 11B-802.1.2WIDTH OF WHEELCHAIR SPACES FIGURE 11B-802.1.3 DEPTH OF WHEELCHAIR SPACES FIGURE 11B-802.2.1.1 LINES OF SIGHT OVER THEHEADS OF SEATED SPECTATORS FIGURE 11B-802.2.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS |
| 701 | FIGURE 11B-802.2.2.1 LINES OF SIGHT OVER THEHEADS OF STANDING SPECTATORS FIGURE 11B-802.2.2.2 LINES OF SIGHT BETWEEN THE HEADS OF STANDING SPECTATORS 11B-803 DRESSING, FITTING AND LOCKER ROOMS 11B-804 KITCHENS, KITCHENETTES AND WET BARS |
| 702 | FIGURE 11B-804.2.1 PASS THROUGH KITCHENS FIGURE 11B-804.2.2 U-SHAPED KITCHENS |
| 703 | 11B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES |
| 704 | 11B-806 TRANSIENT LODGING GUEST ROOMS 11B-807 HOLDING CELLS AND HOUSING CELLS |
| 705 | 11B-808 COURTROOMS 11B-809 RESIDENTIAL DWELLING UNITS |
| 706 | FIGURE 11B-809.8 Ex. 1(c) PLATFORM AT SECONDARY EXTERIOR DOOR |
| 707 | FIGURE 11B-809.8 Ex. 1(d) RAMP AT SECONDARY EXTERIOR DOOR |
| 708 | FIGURE 11B-809.9.2 CLEAR WIDTH AT KITCHENS |
| 709 | FIGURE 11B-809.10.5.2 REINFORCEMENT FOR GRAB BARS |
| 710 | FIGURE 11B-809.10.6.1 SHOWERS FIGURE 11B-809.10.7.1 FLOOR SPACE FIGURE 11B-809.10.6.4 REINFORCEMENT FOR GRAB BARS |
| 711 | FIGURE 11B-809.10.7.3 REINFORCEMENT FOR GRAB BARS |
| 712 | FIGURE 11B-809.12 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES 11B-810 TRANSPORTATION FACILITIES FIGURE 11B-810.3B US SHELTERS FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS |
| 713 | FIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS 11B-811 STORAGE 11B-812 ELECTRIC VEHICLE CHARGING STATIONS |
| 715 | FIGURE 11B-812.9 SURFACE MARKING |
| 716 | 11B-813 ADULT CHANGING FACILITIES FIGURE 11B-813.2.1.2 CLEARANCE AROUND ADULT CHANGING TABLE |
| 717 | DIVISION 9: BUILT-IN ELEMENTS 11B-901 GENERAL 11B-902 DINING SURFACES AND WORK SURFACES 11B-903 BENCHES FIGURE 11B-903.4 BENCH BACK SUPPORT 11B-904 CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS FIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS |
| 718 | FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS |
| 719 | DIVISION 10: RECREATION FACILITIES 11B-1001 GENERAL 11B-1002 AMUSEMENT RIDES FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIRSPACES IN AMUSEMENT RIDES |
| 720 | 11B-1003 RECREATIONAL BOATING FACILITIES |
| 721 | FIGURE 11B-1003.3.1 BOAT SLIP CLEARANCE FIGURE 11B-1003.3.1 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS FIGURE 11B-1003.3.1 (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS |
| 722 | FIGURE 11B-1003.3.2 BOARDING PIER CLEARANCE FIGURE 11B-1003.3.2 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS FIGURE 11B-1003.3.2 (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS 11B-1004 EXERCISE MACHINES AND EQUIPMENT |
| 723 | 11B-1005 FISHING PIERS AND PLATFORMS FIGURE 11B-1005.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS 11B-1006 GOLF FACILITIES |
| 724 | 11B-1007 MINIATURE GOLF FACILITIES FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA 11B-1008 PLAY AREAS |
| 725 | FIGURE 11B-1008.3.1 TRANSFER PLATFORMS |
| 726 | FIGURE 11B-1008.3.2 TRANSFER STEPS 11B-1009 SWIMMING POOLS, WADING POOLS AND SPAS FIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION |
| 727 | FIGURE 11B-1009.2.3 CLEAR DECK SPACE AT POOL LIFTS FIGURE 11B-1009.2.4 POOL LIFT SEAT HEIGHT FIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH FIGURE 11B-1009.2.8 POOL LIFT SUBMERGED DEPTH |
| 728 | FIGURE 11B-1009.3.3 HANDRAILS FOR SLOPED ENTRY FIGURE 11B-1009.4.1 CLEAR DECK SPACE AT TRANSFER WALLS FIGURE 11B-1009.4.2 TRANSFER WALL HEIGHT FIGURE 11B-1009.4.3 DEPTH AND LENGTH OF TRANSFER WALLS |
| 729 | FIGURE 11B-1009.4.5 GRAB BARS FOR TRANSFER WALLS FIGURE 11B-1009.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM FIGURE 11B-1009.5.1 SIZE OF TRANSFER PLATFORM |
| 730 | FIGURE 11B-1009.5.4 TRANSFER STEPS FIGURE 11B-1009.5.6 SIZE OF TRANSFER STEPS FIGURE 11B-1009.5.7 GRAB BARS 11B-1010 SHOOTIN G FACILITIES WITH FIRING POSITIONS |
| 732 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT |
| 733 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT—continued |
| 734 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION |
| 736 | TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL TABLE 1202.3.1 IECC VERSUS CALIFORNIA ENERGY CODE CLIMATE ZONE COMPARISON |
| 737 | SECTION 1203 TEMPERATURE CONTROL |
| 738 | SECTION 1204 LIGHTING SECTION 1205 YARDS OR COURTS |
| 739 | SECTION 1206 SOUND TRANSMISSION SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 740 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 741 | SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS |
| 742 | SECTION 1212 [HCD 1] POLLUTANT CONTROL SECTION 1213 RESERVED SECTION 1214 RESERVED SECTION 1215 RESERVED SECTION 1216 RESERVED SECTION 1217 RESERVED SECTION 1218 RESERVED SECTION 1219 RESERVED SECTION 1220 RESERVED SECTION 1221 RESERVED SECTION 1222 RESERVED SECTION 1223 RESERVED SECTION 1224 [OSHPD 1] HOSPITALS |
| 748 | TABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION) AND MEDICAL AIR SYSTEMS1 |
| 749 | TABLE 1224.4.6.5[OSHPD 1, 2, 3, 4 & 5] LOCATION OF NURSE CALL DEVICES• = Required |
| 752 | TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS |
| 753 | TABLE 1224.4.11.4a EXAMINATION/TREATMENT, IMAGING, PROCEDURE AND OPERATING ROOM CLASSIFICATION1 |
| 756 | TABLE 1224.4.19 SOUND TRANSMISSION LIMITATIONS IN HOSPITALS |
| 794 | SECTION 1225 [OSHPD 2] SKILLED NURSING ANDINTERMEDIATE-CARE FACILITIES |
| 803 | SECTION 1226 [OSHPD 3] CLINICS |
| 814 | SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS |
| 819 | SECTION 1228 [OSHPD 5] ACUTE PSYCHIATRIC HOSPITALS |
| 826 | SECTION 1229 RESERVED SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES |
| 827 | TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES |
| 830 | SECTION 1231 [BSCC] LOCAL DETENTION |
| 831 | TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES |
| 836 | SECTION 1232 RESERVED SECTION 1233 RESERVED SECTION 1234 RESERVED SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS |
| 837 | SECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES SECTION 1238 RESERVED SECTION 1239 RESERVED SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS |
| 838 | TABLE 1240.15.1 |
| 839 | SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES SECTION 1242 [AGR] RENDERERS SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS |
| 840 | SECTION 1244 RESERVED SECTION 1245 RESERVED SECTION 1246 RESERVED SECTION 1247 RESERVED SECTION 1248 RESERVED SECTION 1249 RESERVED SECTION 1250 [CA] PHARMACIES |
| 841 | SECTION 1251 [CA] VETERINARY FACILITIES SECTION 1252 [CA] BARBER COLLEGES AND SHOPS SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS ANDSATELLITE CLASSROOMS |
| 842 | SECTION 1254 [CA] ACUPUNCTURE OFFICES |
| 844 | CHAPTER 13 ENERGY EFFICIENCY |
| 846 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS |
| 848 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS |
| 849 | SECTION 1403 MATERIALS |
| 850 | SECTION 1404 INSTALLATION OF WALL COVERINGS TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 851 | TABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.3(2) VAPOR RETARDER OPTIONS TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER |
| 856 | SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 857 | TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM) |
| 858 | SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS) SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 859 | SECTION 1409 PLASTIC COMPOSITE DECKING SECTION 1410 [DSA-SS & DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER |
| 860 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES |
| 862 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION |
| 863 | SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158 |
| 864 | TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFSa SECTION 1505 FIRE CLASSIFICATION |
| 865 | TABLE 1505.1 MINIMUM ROOF COVERINGCLASSIFICATION FOR TYPES OF CONSTRUCTIONa |
| 866 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS TABLE 1507.1.1(1) UNDERLAYMENT TYPES |
| 867 | TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION |
| 868 | TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT |
| 869 | TABLE 1507.2.8.2 VALLEY LINING MATERIAL |
| 871 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa |
| 872 | TABLE 1507.4.3(1)METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 873 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 874 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 875 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 876 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 877 | SECTION 1508 ROOF INSULATION BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION |
| 878 | SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1511 ROOFTOP STRUCTURES |
| 880 | SECTION 1512 REROOFING |
| 881 | SECTION 1513 [DSA-SS & DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS |
| 884 | INDEX |
| 926 | HISTORY NOTE APPENDIX |
| 928 | CODE RESOURCES FROM ICC |
| 929 | DIGITAL CODES PREMIUM |
| 930 | 2023 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 | LOS ANGELES COUNTY CODE TITLE 26© |
| 931 | 2023 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 | LOS ANGELES COUNTY CODE TITLE 26© |
| 932 | COPYRIGHT |
| 933 | PREFACE ACKNOWLEDGMENTS |
| 934 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 |
| 935 | PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS |
| 946 | EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE |
| 947 | ARRANGEMENT AND FORMAT OF THE 2021 IBC |
| 959 | TABLE OF CONTENTS |
| 975 | CALIFORNIA FIRE CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN |
| 977 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS |
| 978 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 979 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 980 | TABLE 1604.3 DEFLECTION LIMITSa |
| 981 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 982 | SECTION 1605 LOAD COMBINATIONS |
| 983 | (EQUATION 16-1) (EQUATION 16-2) (EQUATION 16-3) (EQUATION 16-4) (EQUATION 16-5) (EQUATION 16-6) SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 984 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 985 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 986 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 988 | (EQUATION 16-7) TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 989 | (EQUATION 16-8) (EQUATION 16-9) |
| 990 | (EQUATION 16-10) (EQUATION 16-11) (EQUATION 16-12) (EQUATION 16-13) (EQUATION 16-14) (EQUATION 16-15) (EQUATION 16-16) |
| 992 | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS |
| 993 | TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa |
| 994 | FIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 995 | FIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 996 | (EQUATION 16-17) |
| 997 | FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 998 | FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 999 | FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 1000 | FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 1001 | (EQUATION 16-18) TABLE 1609.3.1 WIND SPEED CONVERSIONSa SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE |
| 1002 | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS (EQUATION 16-19) |
| 1003 | FIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 1004 | FIGURE 1611.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 1005 | FIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 1006 | FIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 1007 | FIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 1008 | SECTION 1612 FLOOD LOADS |
| 1009 | SECTION 1613 EARTHQUAKE LOADS (EQUATION 16-20) (EQUATION 16-21) (EQUATION 16-22) |
| 1010 | (EQUATION 16-23) TABLE 1613.2.3(1) [OSHPD 1R, 2 & 5] VALUES OF SITE COEFFICIENT TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT |
| 1011 | TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 1012 | (EQUATION 12.12-1) |
| 1015 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS |
| 1016 | FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING |
| 1017 | FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 1018 | FIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 1019 | FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 1020 | FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 1021 | FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 1022 | FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATI0ONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 1023 | FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) |
| 1024 | FIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING |
| 1025 | FIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) |
| 1026 | SECTION 1616 STRUCTURAL INTEGRITY FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 1027 | (EQUATION 16-24) (EQUATION 16-25) SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 1035 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN |
| 1037 | CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A NOTATIONS SECTION 1603A CONSTRUCTION DOCUMENTS |
| 1039 | SECTION 1604A GENERAL DESIGN REQUIREMENTS |
| 1040 | TABLE 1604A.3 DEFLECTION LIMITSa |
| 1041 | TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1 |
| 1042 | TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 1043 | SECTION 1605A LOAD COMBINATIONS |
| 1044 | (EQUATION 16A-1) (EQUATION 16A-2) (EQUATION 16A-3) (EQUATION 16A-4) (EQUATION 16A-5) (EQUATION 16A-6) SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS |
| 1045 | TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 1046 | TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 1047 | TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
| 1049 | (EQUATION 16A-7) |
| 1050 | TABLE 1607A.12.1 LIVE LOAD ELEMENT FACTOR, (EQUATION 16A-8) (EQUATION 16A-9) |
| 1051 | (EQUATION 16A-10) (EQUATION 16A-11) (EQUATION 16A-12) (EQUATION 16A-13) (EQUATION 16A-14) (EQUATION 16A-15) (EQUATION 16A-16) |
| 1053 | SECTION 1608A SNOW LOADS |
| 1054 | FIGURE 1608A.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 1055 | FIGURE 1608A.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 1056 | SECTION 1609A WIND LOADS TABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa |
| 1057 | (EQUATION 16A-17) |
| 1059 | FIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 1060 | FIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 1061 | FIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 1062 | FIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 1063 | TABLE 1609A.3.1 WIND SPEED CONVERSIONSa (EQUATION 16A-18) SECTION 1610A SOIL LOADS AND HYDROSTATIC PRESSURE |
| 1064 | TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS (EQUATION 16A-19) |
| 1065 | SECTION 1612A FLOOD LOADS |
| 1066 | FIGURE 1611A.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 1067 | FIGURE 1611A.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 1068 | FIGURE 1611A.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 1069 | FIGURE 1611A.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 1070 | FIGURE 1611A.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 1071 | SECTION 1613A EARTHQUAKE LOADS (EQUATION 16A-20) (EQUATION 16A-21) (EQUATION 16A-22) (EQUATION 16A-23) SECTION 1614A ATMOSPHERIC ICE LOADS |
| 1072 | TABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT SECTION 1615A TSUNAMI LOADS SECTION 1616A STRUCTURAL INTEGRITY |
| 1073 | FIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 1074 | (EQUATION 16A-24) (EQUATION 16A-25) SECTION 1617A MODIFICATIONS TO ASCE 7 |
| 1085 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS |
| 1086 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS—continued |
| 1087 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS |
| 1088 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 1091 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 1093 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 1095 | TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION |
| 1096 | TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 1097 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS |
| 1098 | TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 1100 | TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS |
| 1103 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 1107 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS |
| 1109 | CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL SECTION 1702A NEW MATERIALS SECTION 1703A APPROVALS |
| 1110 | SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 1112 | SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 1114 | TABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION |
| 1115 | TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 1116 | TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 1118 | TABLE 1705A.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION |
| 1119 | TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 1120 | TABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 1122 | TABLE 1705A.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS |
| 1125 | SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE |
| 1126 | SECTION 1708A IN-SITU LOAD TESTS SECTION 1709A PRECONSTRUCTION LOAD TESTS |
| 1129 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS |
| 1130 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS—continued |
| 1131 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 1135 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 1136 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 1137 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 1138 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 1139 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb |
| 1140 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa |
| 1141 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa |
| 1142 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHESa |
| 1143 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa |
| 1144 | (EQUATION 18-1) (EQUATION 18-2) (EQUATION 18-3) SECTION 1808 FOUNDATIONS |
| 1145 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 1146 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′c OF CONCRETE OR GROUT |
| 1147 | TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS FIGURE 1809.3 STEPPED FOOTING |
| 1148 | TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa |
| 1149 | SECTION 1810 DEEP FOUNDATIONS |
| 1152 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 1153 | (EQUATION 18-4) |
| 1155 | (EQUATION 18-5) |
| 1161 | SECTION 1811 PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS [OSHPD 1R, 2B & 5] SECTION 1812 EARTH RETAINING SHORING [OSHPD 1R, 2B & 5] |
| 1165 | SECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5] |
| 1167 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS |
| 1169 | CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DESIGN BASIS SECTION 1803A GEOTECHNICAL INVESTIGATIONS |
| 1172 | SECTION 1804A EXCAVATION, GRADING AND FILL |
| 1173 | SECTION 1805A DAMPPROOFING AND WATERPROOFING |
| 1175 | SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 1176 | (EQUATION 18A-1) |
| 1177 | (EQUATION 18A-2) (EQUATION 18A-3) SECTION 1808A FOUNDATIONS |
| 1178 | FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 1179 | TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′c OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER |
| 1180 | SECTION 1809A SHALLOW FOUNDATIONS |
| 1181 | SECTION 1810A DEEP FOUNDATIONS |
| 1183 | TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 1185 | (EQUATION 18A-4) |
| 1187 | (EQUATION 18A-5) |
| 1192 | SECTION 1811AP RESTRESSED ROCK AND SOIL FOUNDATION ANCHORS SECTION 1812A EARTH RETAINING SHORING |
| 1195 | SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT |
| 1197 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE |
| 1199 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL |
| 1201 | SECTION 1902 COORDINATION OF TERMINOLOGY SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 1202 | SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 1205 | SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 1208 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE |
| 1209 | SECTION 1910 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES, INTERMEDIATE CARE FACILITIES, ACUTE PSYCHIATRIC AND NON-GAC BUILDINGS [OSHPD 1R, 2B & 5] |
| 1210 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT,AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1911 EXISTING CONCRETE STRUCTURES [OSHPD 1R, 2 & 5] |
| 1213 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE |
| 1215 | CHAPTER 19A CONCRETE SECTION 1901A GENERAL |
| 1216 | SECTION 1902A COORDINATION OF TERMINOLOGY SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS |
| 1217 | SECTION 1904A DURABILITY REQUIREMENTS SECTION 1905A MODIFICATIONS TO ACI 318 |
| 1219 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE |
| 1220 | SECTION 1906A FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A SHOTCRETE SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING |
| 1222 | SECTION 1911A EXISTING CONCRETE STRUCTURES |
| 1225 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM |
| 1227 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 TESTING AND INSPECTION |
| 1229 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY |
| 1231 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS |
| 1232 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 1233 | SECTION 2104 CONSTRUCTION |
| 1234 | SECTION 2105 QUALITY ASSURANCE |
| 1235 | SECTION 2106 SEISMIC DESIGN |
| 1236 | SECTION 2107 ALLOWABLE STRESS DESIGN (EQUATION 21-1) TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1 |
| 1237 | SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY (EQUATION 21-2) |
| 1238 | TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 1239 | SECTION 2110 GLASS UNIT MASONRY |
| 1240 | SECTION 2111 MASONRY FIREPLACES |
| 1241 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 1242 | SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS |
| 1245 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 1246 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION |
| 1247 | SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY SECTION 2115 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 1250 | TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1 |
| 1251 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY |
| 1253 | CHAPTER 21A MASONRY SECTION 2101A GENERAL SECTION 2102A NOTATIONS SECTION 2103A MASONRY CONSTRUCTION MATERIALS |
| 1254 | TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104A CONSTRUCTION |
| 1257 | SECTION 2105A QUALITY ASSURANCE |
| 1258 | SECTION 2106A SEISMIC DESIGN |
| 1259 | SECTION 2107A ALLOWABLE STRESS DESIGN TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1 |
| 1260 | SECTION 2108A STRENGTH DESIGN OF MASONRY SECTION 2109A EMPIRICAL DESIGN OF ADOBE MASONRY SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES |
| 1262 | FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 1263 | SECTION 2112A MASONRY HEATERS SECTION 2113A MASONRY CHIMNEYS |
| 1265 | FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 1267 | TABLE 2113A.16(1)NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114A DRY-STACK MASONRY |
| 1268 | TABLE 2114A.4 GROSS CROSS-SECTIONAL ARE AALLOWABLE STRESS FOR DRY-STACK MASONRY |
| 1269 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL |
| 1271 | 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 |
| 1272 | SECTION 2205 STRUCTURAL STEEL |
| 1274 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 1275 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL |
| 1276 | SECTION 2211 COLD-FORMED STEELLIGHT-FRAME CONSTRUCTION |
| 1277 | SECTION 2212 ADDITIONAL REQUIREMENTSFOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 1278 | SECTION 2213 TESTING AND FIELD VERIFICATION[OSHPD 1R, 2 & 5] |
| 1279 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL |
| 1281 | CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203A PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS |
| 1282 | SECTION 2205A STRUCTURAL STEEL |
| 1284 | SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS |
| 1285 | SECTION 2208A STEEL CABLE STRUCTURES |
| 1286 | SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 1287 | SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES (EQUATION 22A-1) |
| 1288 | SECTION 2213A TESTING AND FIELD VERIFICATION |
| 1289 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD |
| 1291 | CHAPTER 23 WOOD SECTION 2301 GENERAL |
| 1292 | SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 1296 | FIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR |
| 1297 | FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR |
| 1298 | FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR |
| 1299 | FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR |
| 1300 | FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY |
| 1301 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 1302 | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c |
| 1303 | TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING ANDSINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa |
| 1304 | TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Support TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUSOVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood structural panels are five-ply, five-layer unless otherwise noted)a |
| 1305 | TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 1307 | TABLE 2304.10.2 FASTENING SCHEDULEh |
| 1308 | TABLE 2304.10.2—continued FASTENING SCHEDULEh |
| 1309 | TABLE 2304.10.2—continued FASTENING SCHEDULEh |
| 1310 | TABLE 2304.10.2—continued FASTENING SCHEDULEh |
| 1311 | TABLE 2304.10.2—continued FASTENING SCHEDULEh |
| 1312 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 1314 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS |
| 1315 | EQUATION 23-1 EQUATION 23-2 TABLE 2305.2 (1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)a, c SECTION 2306 ALLOWABLE STRESS DESIGN |
| 1316 | TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 1317 | TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTSIN STRUCTURES USING ALLOWABLE STRESS DESIGN TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 1318 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMSUTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) |
| 1319 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h |
| 1320 | FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) |
| 1321 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITHFRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARDCONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e |
| 1322 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH ANDPLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES |
| 1323 | SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 1325 | 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) |
| 1326 | 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) |
| 1327 | 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) |
| 1328 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 1329 | TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 1330 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360) |
| 1331 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L/Δ = 360) |
| 1332 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS |
| 1333 | FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 1334 | TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc |
| 1335 | 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 |
| 1336 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 1337 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 1338 | TABLE 2308.6.1 WALL BRACING REQUIREMENTSa |
| 1339 | TABLE 2308.6.3(1) BRACING METHODS |
| 1340 | TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING 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 PARTICLE BOARD WALL SHEATHING(Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) |
| 1341 | TABLE 2308.6.3(5) HARDBOARD SIDING |
| 1342 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 1343 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 1344 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION |
| 1346 | 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 |
| 1347 | FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 1349 | TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h |
| 1350 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 1351 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 1352 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 1353 | 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) |
| 1354 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 1355 | TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 1356 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 1357 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 1358 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 1359 | 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) |
| 1360 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 1361 | TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 1362 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 1363 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 1364 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 1365 | TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR |
| 1366 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi |
| 1367 | TABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 1368 | TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 1369 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING |
| 1371 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS |
| 1372 | TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 |
| 1373 | 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 |
| 1374 | EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 1375 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING |
| 1376 | 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 |
| 1377 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS |
| 1378 | SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS,ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] STRUCTURAL SEALANT GLAZING (SSG) |
| 1380 | SECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS |
| 1383 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER |
| 1385 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION |
| 1386 | SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING |
| 1387 | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 1388 | TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES |
| 1389 | 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 TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO) |
| 1390 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION |
| 1391 | SECTION 2512 EXTERIOR PLASTER TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 1392 | SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 1393 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC |
| 1395 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION |
| 1399 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP |
| 1400 | [BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECTATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 1401 | [BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM |
| 1402 | [BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa [BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b |
| 1403 | SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 1404 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 1405 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 1406 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 1407 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER |
| 1408 | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION |
| 1409 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL |
| 1411 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 1413 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS |
| 1415 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 1417 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES |
| 1418 | [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 1419 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 1420 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 1422 | [P] SECTION 2903 INSTALLATION OF FIXTURES |
| 1423 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS |
| 1425 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES |
| 1427 | SECTION 3003 EMERGENCY OPERATIONS |
| 1428 | SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS |
| 1429 | SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 1430 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 1431 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 1433 | SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS |
| 1435 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31 – SPECIAL CONSTRUCTION |
| 1437 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 1438 | SECTION 3103 TEMPORARY STRUCTURES |
| 1439 | SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 1440 | SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES |
| 1441 | SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS |
| 1443 | SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS |
| 1444 | SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS |
| 1445 | SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS SECTION 3115 INTERMODAL SHIPPING CONTAINERS |
| 1448 | TABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR PROFILED STEEL PANEL SIDE WALLS AND END WALLS FOR WIND OR SEISMIC LOADING |
| 1449 | FIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH FIGURE 3115.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH |
| 1450 | FIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS |
| 1451 | CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE |
| 1453 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS |
| 1455 | CHAPTER 31B [DPH] PUBLIC POOLS DIVISION I – GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS |
| 1456 | SECTION 3103B PLAN REVIEW |
| 1457 | SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS |
| 1458 | SECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS |
| 1459 | SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS |
| 1460 | SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS SECTION 3115B POOL LIGHTING |
| 1461 | SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE |
| 1462 | SECTION 3120B REQUIRED SIGNS |
| 1463 | SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME |
| 1464 | SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS SECTION 3130B DIATOMACEOUS EARTH FILTERS |
| 1465 | SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS SECTION 3134B DISINFECTANT FEEDERS |
| 1466 | FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1 |
| 1467 | FIGURE 31B-2DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINETABLE 31B-2Notes for Figure 31B-2 and Table 31B-2:1. Radius at the shallow end shall be a maximum of 1′-0″.2. Springline D1 shall extend to the break in slope between the shallow area and the deep area.3. Maximum radius shall equal D2 minus D1 dimensions.4. Where there is a break in slope, the break shall be located at a water depth equal to 4′-6″.5. Length of section is based on maximum slope and other maximum or minimum dimensions.6. Each pool shall be provided with a main drain submerged suction outlet typically located at the bottom of the pool that conducts water to a recirculating pump.DEPTH OF WATER LENGTH OF SECTIONDIMENSION D1 TABLE 31B-2 |
| 1468 | FIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH ≤ 6’0″ TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6’0″ |
| 1469 | SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS |
| 1470 | SECTION 3137B POOL FITTINGS SECTION 3138B SPA POOL SPECIAL REQUIREMENTS SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS |
| 1471 | SECTION 3141B WASTEWATER DISPOSAL SECTION 3142B RESERVED SECTION 3143B RESERVED SECTION 3144B RESERVED SECTION 3145B RESERVED SECTION 3146B RESERVED SECTION 3147B RESERVED SECTION 3148B RESERVED SECTION 3149B RESERVED SECTION 3150B RESERVED SECTION 3151B RESERVED SECTION 3152B RESERVED SECTION 3153B RESERVED SECTION 3154B RESERVED SECTION 3155B RESERVED SECTION 3156B RESERVED SECTION 3157B RESERVED SECTION 3158B RESERVED SECTION 3159B RESERVED DIVISION II – PUBLIC SWIMMING POOLS SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS |
| 1472 | SECTION 3161B WADING POOLS SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS |
| 1475 | FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT |
| 1476 | FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS |
| 1477 | TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS |
| 1478 | TABLE 31B-7 FIGURE 31B-8 DEPTH MARKER LOCATIONS |
| 1479 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION |
| 1481 | CHAPTER 31C [DPH] RADIATION SECTION 3101C SCOPE SECTION 3102C RADIATION SHIELDING BARRIERS SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS |
| 1483 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS |
| 1485 | SECTION 3101D SCOPE SECTION 3102D DEFINITION SECTION 3103D BUILDINGS AND STRUCTURES CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITION SECTION 3103D BUILDINGS AND STRUCTURES |
| 1487 | CHAPTER 31E RESERVED |
| 1489 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS |
| 1491 | CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION |
| 1492 | TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION |
| 1494 | DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1 |
| 1497 | TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTION [2.2] |
| 1500 | TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) |
| 1501 | TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] |
| 1504 | TABLE 31F-2-7A TABLE 31F-2-7B |
| 1505 | TABLE 31F-2-7C |
| 1506 | TABLE 31F-2-8 TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] |
| 1507 | FIGURE 31F-2-1 |
| 1508 | DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS |
| 1509 | EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7 |
| 1510 | TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv |
| 1511 | EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.2] |
| 1512 | EQUATION 3-11 EQUATION 3-12 EQUATION 3-13 |
| 1513 | FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5] EQUATION 3-14 |
| 1514 | FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6]) |
| 1515 | TABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec)IN THE SAN FRANCISCO BAY AREA (AFTER [3.16]) EQUATION 3-15 EQUATION 3-16 EQUATION 3-17 EQUATION 3-18 |
| 1516 | EQUATION 3-19 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 EQUATION 3-20 |
| 1517 | TABLE 31F-3-8SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE |
| 1518 | TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.18] TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.18] |
| 1521 | DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT |
| 1522 | TABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA1, 2 TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2]) |
| 1523 | FIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE EQUATION 4-1 FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3]) EQUATION 4-2 EQUATION 4-3 |
| 1524 | EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10 EQUATION 4-11 |
| 1525 | EQUATION 4-12 EQUATION 4-13 EQUATION 4-14 EQUATION 4-15 FIGURE 31F-4-5 EFFECTIVE STIFFNESS FOR SUBSTITUTE STRUCTURE METHOD FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS |
| 1526 | EQUATION 4-16 EQUATION 4-17 EQUATION 4-18 EQUATION 4-19 EQUATION 4-20 EQUATION 4-21 FIGURE 31F-4-8P-Δ EFFECT FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS |
| 1527 | EQUATION 4-22 |
| 1528 | EQUATION 4-23 |
| 1529 | EQUATION 4-24 EQUATION 4-25 TABLE 31F-4-3 AMPLIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES FIGURE 31F-4-9 AMPLIFICATION FACTOR, ap [4.10] TABLE 31F-4-4 IMPORTANCE FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES TABLE 31F-4-5 RESPONSE MODIFICATION FACTORS FOR NONSTRUCTURALCOMPONENTS AND NONBUILDING STRUCTURES |
| 1532 | DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS |
| 1533 | FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] |
| 1534 | EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL |
| 1535 | FIGURE 31F-5-5 BERTHING ENERGY CAPACITY TABLE 31F-5-2 COEFFICIENT OF FRICTION TABLE 31F-5-1 CONTACT LENGTH EQUATION 5-3 |
| 1536 | TABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4] TABLE 31F-5-4 ALLOWABLE WORKING LOADS EQUATION 5-4 |
| 1538 | DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES |
| 1540 | FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] |
| 1541 | FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] |
| 1543 | DIVISION 7 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS EQUATION 7-1A EQUATION 7-1B EQUATION 7-1C EQUATION 7-2A EQUATION 7-2B EQUATION 7-2C EQUATION 7-3A EQUATION 7-3B EQUATION 7-3C EQUATION 7-1A EQUATION 7-1B EQUATION 7-1C EQUATION 7-2A EQUATION 7-2B EQUATION 7-2C EQUATION 7-3A EQUATION 7-3B EQUATION 7-3C |
| 1544 | TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1 TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS(after Table 6-2 of [7.3]) TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1 TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS(after Table 6-2 of [7.3]) |
| 1545 | TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1] FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1] FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] |
| 1546 | FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5] FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] EQUATION 7-4 EQUATION 7-5 EQUATION 7-6 EQUATION 7-7 TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5] EQUATION 7-8 EQUATION 7-9 |
| 1547 | TABLE 31F-7-5 LIMITS OF STRAIN EQUATION 7-10 FIGURE 31F-7-4 METHOD A − MOMENT CURVATURE ANALYSIS FIGURE 31F-7-5 METHOD B – MOMENT CURVATURE ANALYSIS [7.6] EQUATION 7-11 EQUATION 7-12 |
| 1548 | EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 EQUATION 7-16 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM(from Fig. 3-30 of [7.2]) EQUATION 7-17 EQUATION 7-18 |
| 1549 | FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM EQUATION 7-19 EQUATION 7-20 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM EQUATION 7-21 TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES [7.5] |
| 1550 | TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS, εu EQUATION 7-22 EQUATION 7-23 FIGURE 31F-7-9 DEVELOPMENT LENGTH EQUATION 7-24 EQUATION 7-25 FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINTSHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-26 EQUATION 7-27 |
| 1551 | FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY EQUATION 7-28 EQUATION 7-29 FIGURE 31F-7-12 JOINT ROTATION EQUATION 7-30 EQUATION 7-31 EQUATION 7-32 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE |
| 1552 | EQUATION 7-33 EQUATION 7-34 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES |
| 1554 | EQUATION 7-35 FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY EQUATION 7-36 EQUATION 7-37 EQUATION 7-38 EQUATION 7-39 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER EQUATION 7-40 EQUATION 7-41 EQUATION 7-42 |
| 1558 | DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION |
| 1559 | TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS |
| 1560 | TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E) |
| 1562 | DIVISION 9 SECTION 3109F PIPING AND PIPELINES |
| 1563 | TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION |
| 1565 | DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT |
| 1568 | DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS |
| 1571 | DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG |
| 1573 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY |
| 1575 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 1577 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION |
| 1579 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK |
| 1580 | SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 1581 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY |
| 1582 | SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION |
| 1583 | SECTION 3314 FIRE WATCH DURING CONSTRUCTION |
| 1585 | CHAPTER 34 RESERVED |
| 1587 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS |
| 1588 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 1589 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 1590 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 1591 | CHAPTER 35 REFERENCED STANDARDS AA AAMA |
| 1592 | ACI AISC |
| 1593 | AISI ALI AMCA ANSI |
| 1594 | APA |
| 1595 | ASABE ASCE/SEI |
| 1596 | ASHRAE ASME ASSP ASTM |
| 1610 | AWC AWCI AWPA AWS |
| 1611 | BHMA CEN CPA CPSC |
| 1612 | CSA CSSB DASMA DHA DOC |
| 1613 | DOL DOTn EN FEMA FM |
| 1614 | GA ICC |
| 1615 | ISO MHI |
| 1616 | NAAMM NCMA NEHRP NFPA |
| 1628 | PCI |
| 1629 | PTI RMI SBCA SDI SFM |
| 1630 | SJI SPRI SRCC TIA |
| 1631 | TMS TPI UBC UL |
| 1635 | ULC USC WCLIB WDMA WRI |
| 1637 | CHAPTER 66 SPECIAL SAFETY PROVISIONS SECTION 6601 GENERAL PROVISIONS SECTION 6602 AMUSEMENT DEVICES SECTION 6603 REBOUND TUMBLING EQUIPMENT SECTION 6604 REBOUND TUMBLING CENTER |
| 1638 | SECTION 6605 AUTOMOBILE RACING FACILITIES |
| 1639 | CHAPTER 67 SECURITY PROVISIONS SECTION 6701 PURPOSE SECTION 6702 SCOPE SECTION 6703 LIMITATIONS SECTION 6704 ALTERNATE SECURITY PROVISIONS SECTION 6705 DEFINITIONS SECTION 6706 TESTS: SLIDING GLASS DOORS SECTION 6707 TESTS: SLIDING GLASS WINDOWS |
| 1640 | SECTION 6708 DOORS: GENERAL SECTION 6709 DOORS: SWINGING DOORS |
| 1641 | SECTION 6710 DOORS: SLIDING GLASS DOORS SECTION 6711 DOORS: OVERHEAD AND SLIDING DOORS SECTION 6712 DOORS: METAL ACCORDION GRATE OR GRILLE-TYPE DOORS SECTION 6713 LIGHTS: GENERAL SECTION 6714 LIGHTS: MATERIAL SECTION 6715 LIGHTS: LOCKING DEVICES SECTION 6716 OTHER OPENINGS: GENERAL |
| 1642 | SECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS |
| 1643 | CHAPTER 68 EXPEDITED PERMITTING FOR SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEMS SECTION 6801 SCOPE SECTION 6802 DEFINITIONS SECTION 6803 APPLICATION FOR PERMITS SECTION 6804 PERMITS SECTION 6805 FEES SECTION 6806 INSPECTIONS |
| 1644 | SECTION 6807 SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEM REQUIREMENTS |
| 1645 | CHAPTER 69 TRAILER COACHES SECTION 6901 DEFINITION SECTION 6902 WHERE ALLOWED WITHOUT PERMITS SECTION 6903 PERMIT REQUIRED SECTION 6904 APPLICATION AND FEE REQUIRED SECTION 6905 CONDITIONS OF PERMIT |
| 1646 | SECTION 6906 REVOCATION OF PERMITS SECTION 6907 OTHER PERMITS REQUIRED SECTION 6908 VALIDITY OF PERMIT |
| 1647 | CHAPTER 94 REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS SECTION 9401 PURPOSE SECTION 9402 SCOPE SECTION 9403 DEFINITIONS SECTION 9404 ADMINISTRATION |
| 1648 | SECTION 9405 GENERAL REQUIREMENTS TABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1, 2 |
| 1649 | CHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS SECTION 9501 PURPOSE SECTION 9502 SCOPE SECTION 9503 DEFINITIONS SECTION 9504 ADMINISTRATION |
| 1650 | SECTION 9505 GENERAL REQUIREMENTS SECTION 9506 ANALYSIS AND DESIGN |
| 1651 | SECTION 9507 MATERIALS OF CONSTRUCTION TABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1, 2 |
| 1653 | CHAPTER 96 EARTHQUAKE HAZARD REDUCTION FOR EXISTING UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION 9601 PURPOSE SECTION 9602 SCOPE SECTION 9603 DEFINITIONS SECTION 9604 RATING CLASSIFICATIONS SECTION 9605 GENERAL REQUIREMENTS |
| 1654 | SECTION 9606 ADMINISTRATION |
| 1655 | SECTION 9607 HISTORICAL BUILDINGS SECTION 9608 INFORMATION REQUIRED ON PLANS |
| 1656 | SECTION 9609 INTERPRETATION OF THIS CHAPTER TABLE 96-A RATING CLASSIFICATIONS TABLE 96-B TIME LIMITS FOR COMPLIANCE |
| 1657 | TABLE 96-C EXTENSIONS OF TIME AND SERVICE PRIORITIES |
| 1659 | CHAPTER 98 UNOCCUPIED BUILDINGS, STRUCTURES AND SPECIAL HAZARDS SECTION 9801 SCOPE SECTION 9802 DEFINITIONS SECTION 9803 ORDER TO SECURE BUILDINGS,STRUCTURES OR SPECIAL HAZARDS SECTION 9804 NOTIFICATION TO OTHER PERSONS SECTION 9805 POSTING SECTION 9806 SERVICE |
| 1660 | SECTION 9807 REQUEST FOR HEARING SECTION 9808 NOTICE OF HEARING SECTION 9809 HEARING PROCEDURE SECTION 9810 SECURING BUILDINGS, STRUCTURES OR SPECIAL HAZARDS BY COUNTY SECTION 9811 COUNTY DEPARTMENTS SECTION 9812 NOTIFICATION OF COSTS SECTION 9813 SUBSTANDARD OR UNSAFE BUILDINGS SECTION 9814 EMERGENCY PROCEDURES |
| 1663 | CHAPTER 99 BUILDING AND PROPERTY REHABILITATION SECTION 9901 SCOPE SECTION 9902 DEFINITIONS SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING SECTION 9904 SUBSTANDARD CONDITIONS |
| 1664 | SECTION 9905 SUBSTANDARD PROPERTY SECTION 9906 BUILDING REHABILITATION APPEALS BOARD SECTION 9907 RESERVED |
| 1665 | SECTION 9908 DETERMINATION BY BUILDING OFFICIAL SECTION 9909 INFORMAL NOTICE SECTION 9910 NOTICE OF SUBSTANDARD BUILDING SECTION 9911 NOTICE OF SUBSTANDARD PROPERTY SECTION 9912 COMBINING NOTICES SECTION 9913 SERVICE OF NOTICE SECTION 9914 OTHER INTERESTED PARTIES |
| 1666 | SECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY SECTION 9916 POSTING OF SIGNS SECTION 9917 RIGHT OF HEARING |
| 1667 | SECTION 9918 HEARING BY BUILDING REHABILITATION APPEALS BOARD SECTION 9919 HEARING NOT REQUESTED SECTION 9920 NOTICE OF HEARING SECTION 9921 FORM AND CONTENTS OF NOTICE SECTION 9922 POSTING OF NOTICE SECTION 9923 ORDER: SUBSTANDARD BUILDING SECTION 9924 ORDER: SUBSTANDARD PROPERTY SECTION 9925 WORK BY PRIVATE PARTY |
| 1668 | SECTION 9926 WORK BY COUNTY SECTION 9927 COSTS SECTION 9928 NOTIFICATION OF COSTS SECTION 9929 COLLECTION SECTION 9930 SALVAGE |
| 1669 | SECTION 9931 INTERFERENCE PROHIBITED SECTION 9932 PROSECUTION SECTION 9933 OTHER ABATEMENT PROCEDURES SECTION 9934 VEHICLES |
| 1671 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS TABLE A102.1 REFERENCED STANDARDS |
| 1673 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL |
| 1675 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY |
| 1676 | SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS |
| 1677 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS |
| 1678 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT |
| 1679 | SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT SECTION D106 REFERENCED STANDARDS TABLE D106.1 REFERENCED STANDARDS |
| 1681 | APPENDIX E RESERVED |
| 1683 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING APPENDIX F RODENTPROOFING SECTION F101 GENERAL |
| 1685 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD-RESISTANT CONSTRUCTION APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION |
| 1686 | SECTION G102 DEFINITIONS SECTION G103 APPLICABILITY SECTION G104 POWERS AND DUTIES |
| 1687 | SECTION G105 PERMITS |
| 1688 | SECTION G106 VARIANCES |
| 1689 | SECTION G107 SUBDIVISIONS SECTION G108 SITE IMPROVEMENT SECTION G109 MANUFACTURED HOMES |
| 1690 | SECTION G110 RECREATIONAL VEHICLES SECTION G111 TANKS SECTION G112 OTHER BUILDING WORK SECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G114 UTILITY AND MISCELLANEOUS GROUP U |
| 1691 | SECTION G115 REFERENCED STANDARDS TABLE G115.1 REFERENCED STANDARDS |
| 1693 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS |
| 1694 | SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL |
| 1695 | SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS |
| 1696 | SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS SECTION H113 MARQUEE SIGNS |
| 1697 | SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE H115.1(2) THICKNESS OF PROJECTION SIGN |
| 1699 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS |
| 1700 | SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 1701 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING APPENDIX J GRADING SECTION J101 GENERAL |
| 1702 | SECTION J102 DEFINITIONS |
| 1703 | SECTION J103 PERMITS REQUIRED |
| 1704 | FIGURE J103.2 GRADING EXEMPTION CASES |
| 1706 | SECTION J104 PERMIT APPLICATION AND SUBMITTALS |
| 1708 | SECTION J105 INSPECTIONS |
| 1710 | SECTION J106 EXCAVATIONS SECTION J107 FILLS |
| 1711 | FIGURE J107.3 BENCHING DETAILS |
| 1712 | SECTION J108 SETBACKS FIGURE J108.1 SETBACK DIMENSIONS |
| 1713 | SECTION J109 DRAINAGE AND TERRACING |
| 1714 | SECTION J110 SLOPE PLANTING AND EROSION CONTROL |
| 1715 | SECTION J111 REFERENCED STANDARDS |
| 1717 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX K – GROUP R-3 AND GROUP R-3.1 OCCUPANCIESPROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRALVALLEY FLOOD PROTECTION PLAN SECTION K101 SCOPE SECTION K102 DEFINITIONS |
| 1718 | SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING |
| 1719 | SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS SECTION K109 ALTERNATE MEANS OF PROTECTION |
| 1723 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL |
| 1725 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS SECTION M102 REFERENCED STANDARDS TABLE M102.1 REFERENCED STANDARDS |
| 1727 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX N – REPLICABLE BUILDINGS APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS |
| 1728 | SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS SECTION N105 REVIEW AND APPROVAL OFREPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN |
| 1729 | SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN |
| 1731 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX O – PERFORMANCE-BASED APPLICATION [A] APPENDIX O PERFORMANCE-BASED APPLICATION [A] SECTION O101 GENERAL |
| 1733 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX P – EMERGENCY HOUSING APPENDIX P EMERGENCY HOUSING SECTION P101 GENERAL SECTION P102 DEFINITIONS |
| 1734 | SECTION P103 EMERGENCY HOUSING SECTION P104 EMERGENCY SLEEPING CABINS |
| 1735 | SECTION P105 EMERGENCY TRANSPORTABLE HOUSING UNITS SECTION P106 TENTS AND MEMBRANE STRUCTURES SECTION P107 ACCESSIBILITY |
| 1736 | SECTION P108 LOFTS IN EMERGENCY HOUSING SECTION P109 LOCATION, MAINTENANCE AND IDENTIFICATION SECTION P110 EMERGENCY HOUSING FACILITIES |
| 1739 | INDEX |
| 1781 | HISTORY NOTE APPENDIX |
| 1783 | ICC EVALUATION SERVICE |
| 1784 | S.K. GHOSH ASSOCIATES LLC |
