CA LACountyy BuildingCode Vol1and2 2017
$124.58
County of Los Angeles Building Code – Los Angeles County Code Title 26
| Published By | Publication Date | Number of Pages |
| CA | 2017 | 1795 |
This package includes 2017 County of Los Angeles amendment pages, and the 2016 California Building Code (Title 24, Part 2, Volumes 1 and 2)
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | WELCOME PAGE |
| 2 | 2017 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 1 |
| 3 | 2017 COUNTY OF LOS ANGELES BUILDING CODE LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2016 CBC AND 2015 IBC® TITLE PAGE |
| 4 | COPYRIGHT |
| 5 | PREFACE ACKNOWLEDGEMENTS |
| 6 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 |
| 7 | PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS |
| 9 | COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY DIVISION CENTRAL OFFICE DISTRICT OFFICES |
| 10 | CITY OFFICES |
| 11 | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS |
| 12 | CALIFORNIA MATRIX ADOPTION TABLES |
| 14 | MARGINAL MARKINGS CODE DEVELOPMENT COMMITTEE RESPONSIBILITIES |
| 16 | EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE |
| 27 | TABLE OF CONTENTS |
| 43 | CHAPTER 1 ADMINISTRATION SECTION 100 ADOPTION BY REFERENCE SECTION 101 TITLE, PURPOSE AND INTENT |
| 44 | SECTION 102 UNSAFE BUILDINGS |
| 46 | SECTION 103 VIOLATIONS AND PENALTIES |
| 47 | SECTION 104 ORGANIZATION AND ENFORCEMENT |
| 49 | SECTION 105 APPEALS BOARDS |
| 50 | SECTION 106 PERMITS |
| 54 | SECTION 107 FEES |
| 59 | SECTION 108 INSPECTIONS |
| 60 | SECTION 109 USE AND OCCUPANCY |
| 61 | SECTION 110 PROHIBITED USES OF BUILDING SITES |
| 65 | SECTION 111 ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORTS SECTION 112 EARTHQUAKE FAULT MAPS SECTION 113 EARTHQUAKE FAULTS |
| 66 | SECTIONS 114 THROUGH 118 RESERVED SECTION 119 APPLICATION OF STATE AGENCIES SECTION 1.2 BUILDING STANDARDS COMMISSION |
| 67 | SECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS |
| 68 | SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS 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 |
| 69 | SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS |
| 70 | SECTION 1.8.3 LOCAL ENFORCING AGENCY SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS |
| 71 | SECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION |
| 72 | SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION SECTION 1.8.8 APPEALS BOARD |
| 73 | SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES |
| 74 | SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 DIVISION OF THE STATE ARCHITECT |
| 76 | SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT |
| 77 | SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL |
| 82 | SECTION 1.12 STATE LIBRARIAN SECTION 1.13 RESERVED SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION |
| 83 | TABLE 1-A BUILDING PERMIT FEES*1, 2, 3 TABLE 1-B GRADING PERMIT FEES TABLE 1-C GRADING PLAN CHECK FEES |
| 84 | 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 |
| 85 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS |
| 86 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 87 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 88 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued |
| 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 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 141 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION |
| 143 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
| 144 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E |
| 145 | SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H |
| 147 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 148 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 149 | [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD |
| 150 | SECTION 308 INSTITUTIONAL GROUP I |
| 151 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 153 | SECTION 311 STORAGE GROUP S |
| 154 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 LABORATORIES GROUP L [SFM] SECTION 314 ORGANIZED CAMPS GROUP C [SFM] |
| 155 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY |
| 156 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued |
| 157 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued |
| 158 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued |
| 159 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 162 | EQUATION 4-1 |
| 163 | SECTION 403 HIGH-RISE BUILDINGS AND GROUP I-2 OCCUPANCIES HAVING OCCUPIED FLOORS LOCATED MORE THAN 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS |
| 164 | TABLE 403.2.4 MINIMUM BOND STRENGTH |
| 166 | SECTION 404 ATRIUMS |
| 167 | SECTION 405 UNDERGROUND BUILDINGS |
| 168 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 170 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 172 | SECTION 407 GROUP I-2 |
| 177 | SECTION 408 GROUP I-3 |
| 182 | SECTION 409 MOTION PICTURE PROJECTION ROOMS SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 184 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS |
| 185 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 186 | [F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 188 | TABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS |
| 189 | [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 190 | [F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS |
| 191 | [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 192 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 194 | [F] TABLE 415.6.2 DETACHED BUILDING REQUIRED |
| 196 | [F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 202 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS |
| 203 | SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R-3.1 AND R-4 |
| 204 | SECTION 421 HYDROGEN FUEL GAS ROOMS |
| 205 | SECTION 422 AMBULATORY CARE FACILITIES SECTION 423 STORM SHELTERS SECTION 424 CHILDREN’S PLAY STRUCTURES |
| 206 | SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE |
| 207 | SECTION 435 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM] |
| 210 | SECTION 436 GROUP I-4 [SFM] |
| 211 | SECTION 437 RESERVED SECTION 438 RESERVED SECTION 439 ROAD TUNNELS, BRIDGES, AND OTHER LIMITED-ACCESS HIGHWAYS [SFM] SECTION 440 HORSE RACING STABLES [SFM] SECTION 441 PET KENNELS [SFM] SECTION 442 COMBUSTION ENGINES AND GAS TURBINES [SFM] SECTION 443 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS [SFM] |
| 212 | SECTION 444 EXPLOSIVES [SFM] SECTION 445 RESERVED SECTION 446 WINERY CAVES [SFM] |
| 213 | SECTION 447 RESERVED SECTION 448 RESERVED SECTION 449 PUBLIC LIBRARIES [SL AND SFM] SECTION 450 GROUP C [SFM] |
| 216 | SECTION 451 RESERVED SECTION 452 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E DAY CARE |
| 217 | SECTION 453 GROUP L [SFM] |
| 219 | TABLE 453.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE |
| 220 | SECTION 454 RESERVED SECTION 455 LARGE FAMILY DAY-CARE HOMES [SFM] |
| 223 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS |
| 224 | SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS FIGURE 5-1 |
| 225 | SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 226 | TABLE 504.3a, i ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE |
| 227 | TABLE 504.4a, b, n ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 228 | TABLE 504.4a, b, n—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 229 | SECTION 506 BUILDING AREA EQUATION 5-1 |
| 230 | TABLE 506.2a, b, i ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 231 | TABLE 506.2a, b, i—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 232 | TABLE 506.2a, b, i—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 233 | EQUATION 5-2 EQUATION 5-3 EQUATION 5-4 |
| 234 | EQUATION 5-5 SECTION 507 UNLIMITED AREA BUILDINGS |
| 236 | SECTION 508 MIXED USE AND OCCUPANCY |
| 237 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) SECTION 509 INCIDENTAL USES |
| 238 | TABLE 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS |
| 241 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION |
| 242 | TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE |
| 243 | TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES |
| 244 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION |
| 247 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS |
| 248 | SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 249 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 251 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 252 | EQUATION 7-1 FIGURE 705.7 EQUIVALENT OPENING FACTOR |
| 253 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 255 | SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 257 | SECTION 707 FIRE BARRIERS |
| 258 | TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 259 | SECTION 708 FIRE PARTITIONS |
| 260 | SECTION 709 SMOKE BARRIERS |
| 261 | SECTION 710 SMOKE PARTITIONS SECTION 711 HORIZONTAL ASSEMBLIES |
| 262 | SECTION 712 VERTICAL OPENINGS |
| 263 | SECTION 713 SHAFT ENCLOSURES |
| 265 | SECTION 714 PENETRATIONS |
| 267 | SECTION 715 FIRE-RESISTANT JOINT SYSTEMS |
| 268 | SECTION 716 OPENING PROTECTIVES |
| 269 | TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES |
| 270 | TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 271 | TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 273 | TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 274 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 275 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 279 | SECTION 718 CONCEALED SPACES |
| 282 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 283 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE |
| 285 | SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 |
| 286 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 287 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 288 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 289 | TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 290 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 291 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 292 | TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 293 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 294 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 295 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 296 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 297 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 298 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 299 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 300 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 301 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 302 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 303 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 304 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 305 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 306 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 307 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 308 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS EQUATION 7-4 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS |
| 309 | 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 |
| 310 | 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 MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
| 311 | TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS |
| 312 | FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES |
| 313 | TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) 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) FIGURE 722.2.2.3 (2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES |
| 314 | 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 WIDTH TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 315 | EQUATION 7-6 |
| 316 | TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) |
| 317 | EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS |
| 318 | EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11 |
| 319 | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS |
| 320 | FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS EQUATION 7-13 |
| 321 | FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-14 FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-15 |
| 322 | EQUATION 7-16 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17 |
| 323 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
| 324 | TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 325 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 326 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 327 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 328 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 329 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 330 | 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)] |
| 331 | 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)] |
| 332 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME |
| 333 | TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 335 | 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 |
| 336 | SECTION 702A DEFINITIONS |
| 339 | SECTION 703A STANDARDS OF QUALITY |
| 340 | SECTION 704A IGNITION-RESISTANT CONSTRUCTION SECTION 705A ROOFING SECTION 706A VENTS |
| 341 | SECTION 707A EXTERIOR COVERING |
| 343 | SECTION 708A EXTERIOR WINDOWS AND DOORS SECTION 709A DECKING SECTION 710A ACCESSORY STRUCTURES |
| 345 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS |
| 346 | SECTION 803 WALL AND CEILING FINISHES |
| 347 | TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY |
| 348 | SECTION 804 INTERIOR FLOOR FINISH |
| 349 | SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 350 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 351 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS |
| 352 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued |
| 353 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued |
| 354 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued |
| 355 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued |
| 356 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued |
| 357 | CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS |
| 358 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 360 | [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 363 | [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 367 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 369 | SECTION 905 STANDPIPE SYSTEMS |
| 371 | SECTION 906 PORTABLE FIRE EXTINGUISHERS |
| 372 | [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS |
| 373 | [F] TABLE 906.3(2)FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 389 | [F] TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 391 | SECTION 908 EMERGENCY ALARM SYSTEMS |
| 392 | SECTION 909 SMOKE CONTROL SYSTEMS |
| 394 | EQUATION 9-1 |
| 395 | EQUATION 9-3 |
| 401 | SECTION 910 SMOKE AND HEAT REMOVAL EQUATION 9-4 EQUATION 9-5 |
| 402 | SECTION 911 FIRE COMMAND CENTER |
| 403 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 404 | SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES |
| 405 | SECTION 915 CARBON MONOXIDE DETECTION |
| 407 | SECTION 916 EMERGENCY RESPONDER RADIO COVERAGE |
| 409 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS |
| 410 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued |
| 411 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued |
| 412 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued |
| 413 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS |
| 414 | SECTION 1003 GENERAL MEANS OF EGRESS |
| 415 | SECTION 1004 OCCUPANT LOAD |
| 416 | TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING |
| 418 | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 419 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 420 | TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 AND R-3 OCCUPANCIES |
| 421 | TABLE 1006.3.2(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 |
| 422 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS |
| 425 | SECTION 1010 DOORS, GATES AND TURNSTILES |
| 427 | TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.1.4(2)MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS |
| 434 | SECTION 1011 STAIRWAYS |
| 437 | SECTION 1012 RAMPS |
| 438 | SECTION 1013 EXIT SIGNS |
| 440 | SECTION 1014 HANDRAILS |
| 441 | SECTION 1015 GUARDS |
| 443 | SECTION 1016 EXIT ACCESS |
| 444 | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa SECTION 1018 AISLES |
| 445 | SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1020 CORRIDORS |
| 446 | TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH |
| 447 | SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS |
| 448 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 450 | SECTION 1024 EXIT PASSAGEWAYS SECTION 1025 LUMINOUS EGRESS PATH MARKINGS |
| 452 | SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 453 | SECTION 1028 EXIT DISCHARGE |
| 454 | SECTION 1029 ASSEMBLY |
| 456 | TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 459 | TABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 461 | SECTION 1030 EMERGENCY ESCAPE AND RESCUE |
| 463 | CHAPTER 11 RESERVED |
| 465 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY |
| 467 | CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I – APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY |
| 468 | SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A COVERED MULTIFAMILY DWELLINGS |
| 469 | SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES SECTION 1106A SITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS |
| 470 | DIVISION II – EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL SECTION 1109A PARKING FACILITIES |
| 472 | SECTION 1110A EXTERIOR ACCESSIBLE ROUTES |
| 473 | SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES SECTION 1113A WALKS AND SIDEWALKS ON ACCESSIBLE ROUTES |
| 474 | SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES |
| 475 | SECTION 1115A EXTERIOR STAIRWAYS |
| 476 | SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES |
| 477 | 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 |
| 478 | SECTION 1120A RESERVED SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES |
| 479 | SECTION 1123A INTERIOR STAIRWAYS |
| 480 | SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS |
| 481 | TABLE 1124A.3.2 ELEVATOR CAR DIMENSIONS |
| 482 | SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES |
| 483 | SECTION 1126A DOORS, GATES AND WINDOWS |
| 485 | SECTION 1127A COMMON USE FACILITIES |
| 492 | 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 |
| 493 | SECTION 1133A KITCHENS |
| 495 | SECTION 1134A BATHING AND TOILET FACILITIES |
| 498 | SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS |
| 499 | DIVISION V – FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A SPACE ALLOWANCES AND REACH RANGES |
| 501 | SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS |
| 502 | SECTION 1140A ACCESSIBLE TELEPHONES SECTION 1141A ACCESSIBLE SWIMMING POOLS |
| 503 | SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE |
| 504 | TABLE 1143A.5 VISUAL CHARACTER HEIGHT |
| 505 | TABLE 1143A.7.1 BRAILLE DIMENSIONS SECTION 1144A RESERVED SECTION 1145A RESERVED SECTION 1146A RESERVED SECTION 1147A RESERVED SECTION 1148A RESERVED SECTION 1149A RESERVED |
| 506 | DIVISION VI – SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS TEST NO. 1—INDIVIDUAL BUILDING TEST TEST NO. 2—SITE ANALYSIS TEST |
| 507 | TEST NO. 3—UNUSUAL CHARACTERISTICS TEST |
| 508 | DIVISION VII – FIGURES FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL |
| 509 | FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION |
| 510 | FIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS |
| 511 | FIGURE 11A-1D WHEELCHAIR TURNING SPACE FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH |
| 512 | FIGURE 11A-1F CHANGE IN LEVEL |
| 513 | FIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
| 514 | FIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES |
| 515 | FIGURE 11A-1I FORWARD REACH |
| 516 | FIGURE 11A-1J SIDE REACH |
| 517 | FIGURE 11A-1K MINIMUM CLEARANCES FOR SEATING AND TABLE |
| 518 | FIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE |
| 519 | FIGURE 11A-2A DOUBLE PARKING STALLS FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS |
| 520 | FIGURE 11A-2C DIAGONAL PARKING STALLS |
| 521 | FIGURE 11A-3A CURB DETAILS |
| 522 | FIGURE 11A-3B CURB DETAIL |
| 523 | FIGURE 11A-3C CURB DETAIL |
| 524 | FIGURE 11A-3D CURB DETAIL FIGURE 11A-3E CURB DETAIL |
| 525 | FIGURE 11A-3F CURB DETAIL – SIDDEWALK LESS THAN 60″ WIDE FIGURE 11A-3G CURB DETAIL |
| 526 | FIGURE 11A-3H CURB DETAIL FIGURE 11A-3I CURB DETAIL |
| 527 | FIGURE 11A-3J CURB DETAIL FIGURE 11A-3K CURB DETAIL |
| 528 | FIGURE 11A-3L CURB SECTIONS |
| 529 | FIGURE 11A-5A RAMPS AND SIDEWALKS |
| 530 | FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS |
| 531 | FIGURE 11A-6B HANDRAILS |
| 532 | FIGURE 11A-6C RAMP DIMENSIONS |
| 533 | FIGURE 11A-6D RAMP LANDING AND DOORWAY |
| 534 | FIGURE 11A-6E STAIR HANDRAILS |
| 535 | FIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS |
| 536 | FIGURE 11A-7B ELEVATOR CONTROL PANEL |
| 537 | FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D GRAPH OF TIMING EQUATION |
| 538 | FIGURE 11A-8A MANEUVERING CLEARANCE AT SWINGING DOORS |
| 539 | FIGURE 11A-8B MANEUVERING CLEARANCE AT DOORWAYS, SLIDING DOORS, AND FOLDING DOORS |
| 540 | FIGURE 11A-8C MANEUVERING CLEARANCES AT RECESSED DOORS |
| 541 | FIGURE 11A-8G VESTIBULE |
| 542 | FIGURE 11A-8H VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY |
| 543 | FIGURE 11A-8I THRESHOLDS FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR FIGURE 11A-8K RAMP AT SECONDARY EXTERIOR DOOR |
| 544 | FIGURE 11A-9A TOILET FACILITIES |
| 545 | FIGURE 11A-9B WATER CLOSETS |
| 546 | FIGURE 11A-9C GRAB BARS |
| 547 | FIGURE 11A-9D KNEE AND TOE SPACE |
| 548 | FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS |
| 549 | FIGURE 11A-9F GRAB BARS AT BATHTUBS |
| 550 | FIGURE 11A-9G REINFORCEMENT FOR GRAB BARS |
| 551 | FIGURE 11A-9H STANDARD ROLL-IN SHOWER |
| 552 | FIGURE 1A-9I SHOWER SEATS AND GRAB BARS |
| 553 | FIGURE 11A-9J OPEN SHOWER |
| 554 | FIGURE 11A-9K ALTERNATE ROLL-IN SHOWER |
| 555 | FIGURE 11A-9L SHOWER WITH WATER CLOSET FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET |
| 556 | FIGURE 11A-10A KITCHEN SPECIFICATIONS |
| 557 | FIGURE 11A-11A DRINKING FOUNTAINS |
| 558 | FIGURE 11A-11B TELEPHONES |
| 559 | FIGURE 11A-11C INTERNATIONAL TTY SYMBOL FIGURE 11A-11D VOLUME CONTROL TELEPHONES FIGURE 11A-11E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS |
| 561 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING |
| 563 | 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 |
| 565 | 11B-107 SPECIAL CONDITIONS APPEALS ACTION 11B-108 MAINTENANCE OF ACCESSIBLE FEATURES |
| 566 | DIVISION 2: SCOPING REQUIREMENTS 11B-201 APPLICATION 11B-202 EXISTING BUILDINGS AND FACILITIES |
| 568 | 11B-203 GENERAL EXCEPTIONS |
| 569 | 11B-204 PROTRUDING OBJECTS 11B-205 OPERABLE PARTS 11B-206 ACCESSIBLE ROUTES |
| 573 | 11B-207 ACCESSIBLE MEANS OF EGRESS |
| 574 | 11B-208 PARKING SPACES TABLE 11B-208.2 PARKING SPACES |
| 575 | 11B-209 PASSENGER DROP OFF AND LOADING ZONE AND BUS STOPS 11B-210 STAIRWAYS |
| 576 | 11B-211 DRINKING FOUNTAINS 11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS 11B-213 TOILET FACILITIES AND BATHING FACILITIES |
| 577 | 11B-214 WASHING MACHINES AND CLOTHES DRYERS 11B-215 FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS 11B-216 SIGNS |
| 579 | 11B-217 TELEPHONES TABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES |
| 580 | 11B-218 TRANSPORTATION FACILITIES 11B-219 ASSISTIVE LISTENING SYSTEMS |
| 581 | 11B-220 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT OF SALE DEVICES 11B-221 ASSEMBLY AREAS TABLE 11B-221.2.1.1 NUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREAS |
| 583 | 11B-222 DRESSING, FITTING AND LOCKER ROOMS 11B-223 MEDICAL CARE AND LONGTERM CARE FACILITIES |
| 584 | 11B-224 TRANSIENT LODGING GUEST ROOMS, HOUSING AT A PLACE OF EDUCATION AND SOCIAL SERVICE CENTER ESTABLISHMENTS TABLE 11B-224.2 GUEST ROOMS WITH MOBILITY FEATURES |
| 585 | TABLE 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES 11B-225 STORAGE |
| 586 | 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 11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES, FUEL DISPENSERS, AND ELECTRIC VEHICLE CHARGING STATIONS |
| 587 | TABLE 11B-228.3.2.1 ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC USE AND COMMON USE 11B-229 WINDOWS 11B-230 TWO-WAY COMMUNICATION SYSTEMS 11B-231 JUDICIAL FACILITIES |
| 588 | 11B-232 DETENTION FACILITES AND CORRECTIONAL FACILITIES |
| 589 | 11B-233 RESIDENTIAL FACILITIES |
| 590 | 11B-234 AMUSEMENT RIDES |
| 591 | 11B-235 RECREATIONAL BOATING FACILITIES 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 |
| 592 | 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 |
| 593 | 11B-243 SHOOTING FACILITIES WITH FIRING POSITIONS 11B-244 RELIGIOUS FACILITIES 11B-245 PUBLIC ACCOMMODATIONS LOCATED IN PRIVATE RESIDENCES 11B-246 OUTDOOR DEVELOPED AREAS |
| 594 | 11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE |
| 595 | 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 |
| 596 | 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 |
| 597 | 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 |
| 598 | 11B-307 PROTRUDING OBJECTS FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS |
| 599 | 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 |
| 600 | 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 |
| 601 | 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 |
| 602 | FIGURE 11B-403.5.2 CLEAR WIDTH AT TURN 11B-404 DOORS, DOORWAYS, AND GATES |
| 603 | FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES |
| 604 | FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES |
| 605 | FIGURE 11B-404.2.4.1—continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES |
| 606 | 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 |
| 607 | 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 |
| 609 | 11B-405 RAMPS |
| 610 | FIGURE 11B-405.7 RAMP LANDINGS FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS |
| 611 | 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 |
| 612 | FIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS FIGURE 11B-406.6 ISLANDS IN CROSSINGS 11B-407 ELEVATORS |
| 613 | FIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS |
| 614 | FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCES TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS |
| 615 | FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS |
| 616 | TABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION |
| 617 | 11B-408 LIMITED USE LIMITED APPLICATION ELEVATORS |
| 618 | FIGURE 11B-408.4.1 LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS 11B-409 PRIVATE RESIDENCE ELEVATORS |
| 619 | 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 |
| 620 | FIGURE 11B-411.2.1.2.3 DESTINATION-ORIENTED ELEVATOR ACCESSIBILITY FUNCTION BUTTON INDICATION |
| 623 | FIGURE 11B-411.2.3 FLOOR DESIGNATION AND CAR DESIGNATION SIGNS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES |
| 625 | DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS 11B-501 GENERAL 11B-502 PARKING SPACES FIGURE 11B-502.2 VEHICLE PARKING SPACES |
| 626 | FIGURE 11B-502.3 PARKING SPACE ACCESS AISLE |
| 627 | FIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION |
| 628 | 11B-503 PASSENGER DROP OFF AND LOADING ZONES FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE |
| 629 | 11B-504 STAIRWAYS FIGURE 11B-504.5 STAIR NOSINGS 11B-505 HANDRAILS |
| 630 | 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 |
| 631 | 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 |
| 632 | DIVISION 6: PLUMBING ELEMENTS AND FACILITIES 11B-601 GENERAL 11B-602 DRINKING FOUNTAINS FIGURE 11B-602.5 DRINKING FOUNTAIN SPOUT LOCATION 11B-603 TOILET AND BATHING ROOMS |
| 633 | 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 |
| 634 | FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.7 DISPENSER OUTLET LOCATION |
| 635 | FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR |
| 636 | FIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END-OPENING DOOR FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS |
| 637 | FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT |
| 638 | 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 |
| 639 | 11B-607 BATHTUBS FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS |
| 640 | 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 |
| 641 | FIGURE 11B-607.5 BATHTUB CONTROL LOCATION 11B-608 SHOWER COMPARTMENTS FIGURE 11B-608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE |
| 642 | 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 FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION |
| 643 | FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION 11B-609 GRAB BARS FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION FIGURE 11B-609.3 SPACING OF GRAB BARS |
| 644 | 11B-610 SEATS FIGURE 11B-610.2 BATHTUB SEATS FIGURE 11B-610.3 EXTENT OF SEAT FIGURE 11B-610.3.1 RECTANGULAR SHOWER SEAT |
| 645 | FIGURE 11B-610.3.2 L-SHAPED SHOWER SEAT 11B-611 WASHING MACHINES AND CLOTHES DRYERS FIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING 11B-612 SAUNAS AND STEAM ROOMS |
| 646 | 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 |
| 647 | 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 |
| 648 | FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT |
| 649 | 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 FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE |
| 650 | 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 |
| 651 | TABLE 11B-703.8.4 LOW RESOLUTION VMS CHARACTER HEIGHT TABLE 11B-703.8.5 PIXEL COUNT FOR LOW RESOLUTION VMS FIGURE 11B-703.8.5 LOW RESOLUTION VMS CHARACTERS |
| 652 | 11B-704 TELEPHONES FIGURE 11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE FIGURE 11B-704.2.1.2 FORWARD APPROACH TO TELEPHONE 11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE |
| 653 | FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES |
| 654 | FIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE 11B-706 ASSISTIVE LISTENING SYSTEMS 11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT OF SALE DEVICES |
| 655 | FIGURE 11B-707.6.2 NUMERIC KEY LAYOUT |
| 656 | 11B-708 TWO WAY COMMUNICATION SYSTEMS |
| 657 | 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-802.1.2 WIDTH OF WHEELCHAIR SPACES FIGURE 11B-802.1.3 DEPTH OF WHEELCHAIR SPACES FIGURE 11B-802.2.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS FIGURE 11B-802.2.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS |
| 658 | FIGURE 11B-802.2.2.1 LINES OF SIGHT OVER THE HEADS 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 |
| 659 | FIGURE 11B-804.2.1 PASS THROUGH KITCHENS FIGURE 11B-804.2.2 U-SHAPED KITCHENS |
| 660 | 11B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES |
| 661 | 11B-806 TRANSIENT LODGING GUEST ROOMS 11B-807 HOLDING CELLS AND HOUSING CELLS |
| 662 | 11B-808 COURTROOMS 11B-809 RESIDENTIAL DWELLING UNITS |
| 663 | 11B-810 TRANSPORTATION FACILITIES FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS FIGURE 11B-810.3 BUS SHELTERS |
| 664 | FIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS 11B-811 STORAGE 11B-812 ELECTRIC VEHICLE CHARGING STATIONS |
| 666 | FIGURE 11B-812.9. SURFACE MARKING |
| 667 | 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 |
| 668 | FIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS |
| 669 | DIVISION 10: RECREATION FACILITIES 11B-1001 GENERAL 11B-1002 AMUSEMENT RIDES FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDES |
| 670 | 11B-1003 RECREATIONAL BOATING FACILITIES |
| 671 | 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 |
| 672 | 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 |
| 673 | 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 |
| 674 | 11B-1007 MINIATURE GOLF FACILITIES FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA 11B-1008 PLAY AREAS |
| 675 | FIGURE 11B-1008.3.1 TRANSFER PLATFORMS |
| 676 | FIGURE 11B-1008.3.2 TRANSFER STEPS 11B-1009 SWIMMING POOLS, WADING POOLS, AND SPAS FIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION |
| 677 | FIGURE 11B-1009.2.3 CLEAR DECK SPACE AT POOL LIFTS FIGURE 11B-1009.2.4 POOL LIFT SEAT HEIGHT FIGURE 11B-1009.2.8 POOL LIFT SUBMERGED DEPTH FIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH |
| 678 | 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 |
| 679 | FIGURE 11B-1009.4.3 DEPTH AND LENGTH OF TRANSFER WALLS FIGURE 11B-1009.4.5 GRAB BARS FOR TRANSFER WALLS FIGURE 11B-1009.5.1 SIZE OF TRANSFER PLATFORM FIGURE 11B-1009.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM |
| 680 | 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 SHOOTING FACILITIES WITH FIRING POSITIONS |
| 681 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT |
| 683 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 684 | TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL |
| 685 | SECTION 1204 TEMPERATURE CONTROL |
| 686 | SECTION 1205 LIGHTING SECTION 1206 YARDS OR COURTS |
| 687 | SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 688 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 689 | SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS 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 |
| 690 | SECTION 1224 [OSHPD 1] HOSPITALS |
| 694 | TABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1 |
| 695 | TABLE 1224.4.6.5 [OSHPD 1, 2, 3 & 4] LOCATION OF NURSE CALL DEVICES KEY: • Required |
| 697 | TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS |
| 700 | TABLE 1224.4.19 SOUND TRANSMISSION LIMITATIONS IN HOSPITALS |
| 728 | SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES |
| 737 | SECTION 1226 [OSHPD 3] CLINICS |
| 748 | SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS |
| 753 | SECTION 1228 RESERVED SECTION 1229 RESERVED SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES |
| 755 | TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES |
| 757 | SECTION 1231 [BSCC] LOCAL DETENTION |
| 759 | TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES |
| 763 | SECTION 1232 RESERVED SECTION 1233 RESERVED SECTION 1234 RESERVED SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS) |
| 764 | 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 |
| 766 | TABLE 1240.15.1 SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES SECTION 1242 [AGR] RENDERERS SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS |
| 767 | SECTION 1244 RESERVED SECTION 1245 RESERVED SECTION 1246 RESERVED SECTION 1247 RESERVED SECTION 1248 RESERVED SECTION 1249 RESERVED SECTION 1250 [CA] PHARMACIES |
| 768 | SECTION 1251 [CA] VETERINARY FACILITIES SECTION 1252 [CA] BARBER COLLEGES AND SHOPS SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS |
| 769 | SECTION 1254 [CA] ACUPUNCTURE OFFICES |
| 771 | CHAPTER 13 ENERGY EFFICIENCY Refer to California Energy Code, Title 24, Part 6. |
| 773 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS |
| 774 | SECTION 1403 PERFORMANCE REQUIREMENTS |
| 775 | SECTION 1404 MATERIALS SECTION 1405 INSTALLATION OF WALL COVERINGS |
| 776 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 777 | TABLE 1405.3.2 CLASS III VAPOR RETARDERS |
| 781 | SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS |
| 782 | SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
| 784 | TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) |
| 785 | SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 786 | SECTION 1410 PLASTIC COMPOSITE DECKING SECTION 1411 [DSA-SS & DSA-SS/CC, OSHPD 1 & 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER |
| 787 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS |
| 788 | SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS |
| 789 | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION |
| 791 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D7158a TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D3161 |
| 792 | TABLE 1507.2.9.2 VALLEY LINING MATERIAL |
| 793 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 795 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 797 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP |
| 798 | TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 799 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 800 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS |
| 801 | TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 802 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 803 | SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES |
| 806 | SECTION 1511 REROOFING |
| 807 | SECTION 1512 PHOTOVOLTAIC PANELS AND MODULES SECTION 1513 [DSA-SS & DSA-SS/CC, OSHPD 1 & 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS |
| 809 | INDEX |
| 849 | HISTORY NOTE APPENDIX |
| 851 | COUNT ON ICC FOR YOUR CALIFORNIA BUILDING CODE TOOLS |
| 852 | ICC MEMBERSHIP |
| 853 | 2017 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 |
| 854 | 2017 COUNTY OF LOS ANGELES BUILDING CODE LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2016 CBC AND 2015 IBC® TITLE PAGE |
| 855 | COPYRIGHT |
| 856 | PREFACE ACKNOWLEDGEMENTS |
| 857 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 |
| 858 | PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS |
| 860 | COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY DIVISION CENTRAL OFFICE DISTRICT OFFICES |
| 861 | CITY OFFICES |
| 862 | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS |
| 863 | CALIFORNIA MATRIX ADOPTION TABLE |
| 865 | MARGINAL MARKINGS CODE DEVELOPMENT COMMITTEE RESPONSIBILITIES (LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS) |
| 867 | EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE |
| 878 | TABLE OF CONTENTS |
| 894 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN |
| 896 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS |
| 897 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 898 | SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITS |
| 900 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 901 | SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 |
| 902 | EQUATION 16-15 EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 903 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 904 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 906 | EQUATION 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, K |
| 907 | EQUATION 16-24 EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 |
| 908 | EQUATION 16-32 |
| 909 | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS |
| 910 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 911 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 912 | FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 913 | FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 914 | FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES |
| 915 | FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 916 | EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS |
| 917 | EQUATION 16-34 |
| 918 | EQUATION 16-35 SECTION 1610 SOIL LATERAL LOADS |
| 919 | TABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cnet a, b |
| 920 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b |
| 921 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b |
| 922 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b SECTION 1611 RAIN LOADS EQUATION 16-36 SECTION 1612 FLOOD LOADS |
| 923 | TABLE 1610.1 LATERAL SOIL LOAD |
| 924 | FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 925 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES SECTION 1613 EARTHQUAKE LOADS |
| 926 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 927 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 928 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 929 | FIGURE 1613.3.1(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), SITE CLASS B |
| 930 | FIGURE 1613.3.1(1)—continued 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), SITE CLASS B |
| 931 | FIGURE 1613.3.1(2) 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), SITE CLASS B |
| 932 | FIGURE 1613.3.1(2)—continued 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), SITE CLASS B |
| 933 | FIGURE 1613.3.1(3) 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), SITE CLASS B |
| 934 | FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 935 | FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 936 | FIGURE 1613.3.1(6) 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), SITE CLASS B |
| 937 | EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a |
| 938 | TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 939 | EQUATION 12.12-1 |
| 943 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY |
| 944 | EQUATION 16-41 EQUATION 16-42 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 945 | SECTION 1616 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 950 | TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS |
| 952 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS |
| 953 | SECTION 1603A CONSTRUCTION DOCUMENTS |
| 955 | SECTION 1604A GENERAL DESIGN REQUIREMENTS TABLE 1604A.3 DEFLECTION LIMITS |
| 956 | TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS |
| 957 | TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 958 | SECTION 1605A LOAD COMBINATIONS |
| 959 | EQUATION 16A-1 EQUATION 16A-2 EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 16A-7 EQUATION 16A-8 EQUATION 16A-9 EQUATION 16A-10 EQUATION 16A-11 EQUATION 16A-12 EQUATION 16A-13 EQUATION 16A-14 EQUATION 16A-15 EQUATION 16A-16 |
| 960 | EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20 EQUATION 16A-21 EQUATION 16A-22 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS |
| 961 | TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS |
| 962 | TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE NOTES TABLE 1607A.1—continued |
| 964 | EQUATION 16A-23 TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR EQUATION 16A-24 EQUATION 16A-25 |
| 965 | EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION16A-30 EQUATION 16A-31 EQUATION 16A-32 |
| 966 | SECTION 1608A SNOW LOADS |
| 967 | FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 968 | FIGURE 1608A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 969 | SECTION 1609A WIND LOADS |
| 970 | TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16A-33 |
| 971 | FIGURE 1609A.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 972 | FIGURE 1609A.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES |
| 973 | FIGURE 1609A.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 974 | TABLE 1609A.3.1 WIND SPEED CONVERSIONS EQUATION 16A-34 |
| 975 | EQUATION 16A-35 |
| 976 | TABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cnet a, b |
| 977 | TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b |
| 978 | TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b |
| 979 | TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b |
| 980 | SECTION 1610A SOIL LATERAL LOADS TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS EQUATION 16A-36 |
| 981 | [P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 982 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 983 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 984 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 985 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 986 | SECTION 1612A FLOOD LOADS |
| 987 | SECTION 1613A EARTHQUAKE LOADS EQUATION 16A-37 EQUATION 16A-38 |
| 988 | EQUATION 16A-39 EQUATION 16A-40 TABLE 1613A.3.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613A.3.3(2) VALUES OF SITE COEFFICIENT FV a |
| 989 | SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A STRUCTURAL INTEGRITY |
| 990 | EQUATION 16A-41 FIGURE 1615A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 991 | EQUATION 16A-42 SECTION 1616A MODIFICATIONS TO ASCE 7 |
| 992 | EQUATION 12.12-1 |
| 993 | TABLE 1616A.1.17 COMPONENT IMPORTANCE FACTOR (IP)1 FOR FREESTANDING SKILLED NURSING AND ACUTE PSYCHIATRIC BUILDINGS |
| 998 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 999 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 1002 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 1003 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 1004 | TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 1005 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 1012 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS |
| 1013 | SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 1016 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL |
| 1017 | SECTION 1702A DEFINITIONS SECTION 1703A APPROVALS |
| 1018 | SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 1020 | SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 1022 | TABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 1023 | TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 1024 | TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 1025 | TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 1026 | 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 |
| 1031 | SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A IN-SITU LOAD TESTS |
| 1032 | SECTION 1709A PRECONSTRUCTION LOAD TESTS |
| 1034 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 1038 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 1039 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 1040 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES |
| 1041 | SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 1042 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS |
| 1043 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS |
| 1044 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c |
| 1045 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 1046 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c |
| 1047 | EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS |
| 1049 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT |
| 1050 | TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS |
| 1051 | FIGURE 1809.3 STEPPED FOOTING TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 1052 | SECTION 1810 DEEP FOUNDATIONS |
| 1054 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 1058 | EQUATION 18-4 |
| 1060 | EQUATION 18-5 |
| 1061 | EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11 |
| 1068 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS |
| 1069 | SECTION 1803A GEOTECHNICAL INVESTIGATIONS |
| 1072 | SECTION 1804A EXCAVATION, GRADING AND FILL SECTION 1805A DAMPPROOFING AND WATERPROOFING |
| 1074 | SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES |
| 1075 | SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 1076 | EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3 SECTION 1808A FOUNDATIONS |
| 1077 | FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 1078 | TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT |
| 1079 | TABLE 1808A.8.2 MINIMUM CONCRETE COVER SECTION 1809A SHALLOW FOUNDATIONS |
| 1080 | SECTION 1810A DEEP FOUNDATIONS |
| 1083 | TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 1084 | EQUATION 18A-4 |
| 1087 | EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 EQUATION 18A-11 |
| 1092 | SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS |
| 1093 | SECTION 1812A EARTH RETAINING SHORING |
| 1096 | SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT |
| 1098 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE |
| 1100 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL |
| 1102 | SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 1105 | SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE |
| 1106 | SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 1109 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE |
| 1110 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE CHAPTER 19A CONCRETE SECTION 1901A GENERAL |
| 1111 | SECTION 1902A DEFINITIONS SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS |
| 1112 | SECTION 1905A MODIFICATIONS TO ACI 318 |
| 1114 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1906A STRUCTURAL PLAIN CONCRETE SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A SHOTCRETE |
| 1116 | SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING |
| 1118 | SECTION 1911A EXISTING CONCRETE STRUCTURES |
| 1120 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION |
| 1122 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS |
| 1123 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS |
| 1124 | TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE |
| 1125 | SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY |
| 1126 | TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2 TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 1127 | SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES |
| 1129 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 1130 | SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS |
| 1133 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 1134 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION |
| 1135 | SECTION 2114 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 1137 | TABLE 2114.8.1 MINIMUM THICKNESS OF MASONRY WALLS |
| 1138 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY CHAPTER 21A MASONRY SECTION 2101A GENERAL |
| 1139 | SECTION 2102A DEFINITIONS AND NOTATIONS |
| 1140 | SECTION 2103A MASONRY CONSTRUCTION MATERIALS TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 1141 | SECTION 2104A CONSTRUCTION |
| 1143 | SECTION 2105A QUALITY ASSURANCE |
| 1144 | SECTION 2106A SEISMIC DESIGN |
| 1145 | SECTION 2107A ALLOWABLE STRESS DESIGN TABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY |
| 1146 | SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES |
| 1148 | FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS SECTION 2112A MASONRY HEATERS |
| 1149 | SECTION 2113A MASONRY CHIMNEYS |
| 1152 | TABLE 2113A.16 (1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS |
| 1153 | FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 1154 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES |
| 1155 | SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 1156 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL |
| 1157 | SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 1160 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES |
| 1161 | SECTION 2204A CONNECTIONS SECTION 2205A STRUCTURAL STEEL |
| 1163 | SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS |
| 1164 | SECTION 2208A STEEL CABLE STRUCTURES |
| 1165 | SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 1166 | SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1 SECTION 2213A TESTING AND FIELD VERIFICATION |
| 1168 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD CHAPTER 23 WOOD SECTION 2301 GENERAL |
| 1169 | SECTION 2302 DEFINITIONS |
| 1170 | SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 1174 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 1176 | TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 1177 | TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) |
| 1178 | TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b |
| 1180 | TABLE 2304.10.1 FASTENING SCHEDULE |
| 1181 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 1182 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 1183 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 1184 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 1186 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 |
| 1187 | TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 1188 | EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN |
| 1189 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 1190 | SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN |
| 1192 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf |
| 1193 | TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 1194 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 1195 | TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING |
| 1196 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY |
| 1197 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 1198 | TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 1200 | 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-Firb and required number of jack studs) |
| 1201 | TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) 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-Firb and required number of jack studs) |
| 1202 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 1203 | TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 1204 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 1205 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 1206 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS |
| 1207 | FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 1209 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 1210 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 1211 | TABLE 2308.6.1a WALL BRACING REQUIREMENTS |
| 1212 | TABLE 2308.6.3(1) BRACING METHODS |
| 1213 | TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING |
| 1214 | TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) 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) TABLE 2308.6.3(5) HARDBOARD SIDING |
| 1215 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 1216 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 1218 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION |
| 1219 | FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES |
| 1220 | FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 1224 | TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240) |
| 1225 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240) |
| 1226 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240) |
| 1227 | 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) |
| 1228 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1229 | 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) |
| 1230 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 1231 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 1232 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1233 | 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) |
| 1234 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1235 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 1236 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 1237 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 1238 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 1239 | TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 1240 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS |
| 1241 | TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) |
| 1242 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL |
| 1243 | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 1244 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS |
| 1245 | TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 |
| 1246 | EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 1248 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 |
| 1249 | TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 1250 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 1251 | SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING (SSG) |
| 1254 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION |
| 1255 | SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING |
| 1256 | TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 1257 | TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 1258 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 1259 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 1260 | SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 1262 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 1266 | FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP |
| 1267 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER |
| 1268 | TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 1269 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 1270 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING |
| 1271 | SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 1272 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER |
| 1273 | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION |
| 1274 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 1276 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 1278 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 1279 | [P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 1280 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 1282 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL |
| 1283 | SECTION 3002 HOISTWAY ENCLOSURES |
| 1284 | SECTION 3003 EMERGENCY OPERATIONS |
| 1285 | SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS |
| 1286 | SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 1287 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 1288 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 1290 | SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS |
| 1292 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 1294 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 1295 | SECTION 3105 AWNINGS AND CANOPIES |
| 1296 | SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES |
| 1300 | SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 PHOTOVOLTAIC PANELS AND MODULES |
| 1302 | CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE |
| 1304 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS CHAPTER 31B [DPH] PUBLIC POOLS DIVISION I GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS |
| 1306 | PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS |
| 1307 | SECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION |
| 1308 | SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS |
| 1309 | SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS |
| 1310 | SECTION 3115B POOL LIGHTING ANCILLARY FACILITIES SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS |
| 1311 | SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE SECTION 3120B REQUIRED SIGNS |
| 1312 | SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE |
| 1313 | SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS |
| 1314 | SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS |
| 1315 | SECTION 3134B DISINFECTANT FEEDERS SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS |
| 1316 | SECTION 3137B POOL FITTINGS |
| 1317 | FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1 |
| 1318 | FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2 |
| 1319 | 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 |
| 1320 | SECTION 3138B SPA POOL SPECIAL REQUIREMENTS SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS 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 |
| 1321 | 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 SECTION 3161B WADING POOLS |
| 1322 | SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS |
| 1325 | FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT |
| 1326 | FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS |
| 1327 | TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS |
| 1328 | TABLE 31B-7 FIGURE 31B-8 DEPTH MARKER LOCATIONS |
| 1330 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION 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 |
| 1332 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES |
| 1334 | CHAPTER 31E RESERVED |
| 1336 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION |
| 1337 | EQUATION 1-1 TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION |
| 1339 | DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS) |
| 1342 | TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] |
| 1345 | TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) |
| 1346 | TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] |
| 1348 | TABLE 31F-2-7A |
| 1349 | TABLE 31F-2-7B TABLE 31F-2-7C |
| 1350 | TABLE 31F-2-8 |
| 1351 | FIGURE 31F-2-1 |
| 1352 | TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] |
| 1353 | DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS |
| 1354 | EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7 |
| 1355 | TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv |
| 1356 | EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.1] |
| 1357 | EQUATION 3-11 EQUATION 3-12 EQUATION 3-13 |
| 1358 | FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.6] EQUATION 3-14 |
| 1359 | FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.7]) |
| 1360 | TABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA (AFTER [3.17]) EQUATION 3-15 EQUATION 3-16 EQUATION 3-17 EQUATION 3-18 |
| 1361 | EQUATION 3-19 EQUATION 3-20 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 |
| 1362 | TABLE 31F-3-8 SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE |
| 1363 | TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.19] TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.19] TABLE 31F-3-12 SAFETY FACTORS FOR ROPES [3.7] |
| 1364 | EQUATION 3-21 TABLE 31F-3-13 ALLOWABLE WORKING LOADS |
| 1367 | DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT |
| 1368 | TABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2]) |
| 1369 | FIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3]) EQUATION 4-1 EQUATION 4-2 |
| 1370 | EQUATION 4-3 EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10 |
| 1371 | EQUATION 4-11 EQUATION 4-12 EQUATION 4-13 FIGURE 31F-4-5 RELATION BETWEEN DUCTILITY, μΔ, AND EFFECTIVE DAMPING, ξeff [4.5] FIGURE 31F-4-6 DESIGN DISPLACEMENT RESPONSE SPECTRA FIGURE 31F-4-7 EFFECTIVE LATERAL STIFFNESS (ADAPTED FROM [4.4]) |
| 1372 | FIGURE 31F-4-8 STIFFNESS FOR LINEAR MODAL ANALYSIS EQUATION 4-14 EQUATION 4-15 EQUATION 4-16 EQUATION 4-17 EQUATION 4-18 EQUATION 4-19 |
| 1373 | FIGURE 31F-4-9 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS FIGURE 31F-4-10 P-Δ EFFECT EQUATION 4-20 |
| 1376 | DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS |
| 1377 | FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL |
| 1378 | FIGURE 31F-5-5 BERTHING ENERGY CAPACITY |
| 1379 | TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION EQUATION 5-3 |
| 1381 | DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES |
| 1383 | FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] |
| 1384 | FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] |
| 1386 | 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 |
| 1387 | 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]) |
| 1388 | TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] |
| 1389 | 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 TABLE 31F-7-5 LIMITS OF STRAIN |
| 1390 | 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 EQUATION 7-13 EQUATION 7-14 |
| 1391 | EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM |
| 1392 | 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 TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS EQUATION 7-22 |
| 1393 | 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 JOINT SHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-26 EQUATION 7-27 FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY |
| 1394 | EQUATION 7-28 EQUATION 7-29 FIGURE 31F-7-11 JOINT ROTATION EQUATION 7-30 EQUATION 7-31 EQUATION 7-32 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE EQUATION 7-33 EQUATION 7-34 |
| 1395 | FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES |
| 1396 | 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 |
| 1397 | EQUATION 7-37 EQUATION 7-38 EQUATION 7-39 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER EQUATION 7-40 EQUATION 7-41 EQUAITON 7-42 |
| 1400 | DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION |
| 1401 | TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS |
| 1402 | TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E) |
| 1404 | DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION |
| 1407 | DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT |
| 1411 | DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS |
| 1414 | DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG |
| 1416 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO PUBLIC RIGHT-OF-WAY CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 1418 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION |
| 1419 | SECTION 3304 SITE WORK SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 1420 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY |
| 1421 | SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION |
| 1422 | CHAPTER 34 RESERVED |
| 1424 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL |
| 1425 | SECTION 3402A DEFINITIONS SECTION 3403A ADDITIONS |
| 1426 | SECTION 3404A ALTERATIONS |
| 1427 | SECTION 3405A REPAIRS |
| 1428 | SECTION 3406A RESERVED SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY OR FUNCTION SECTION 3409A RESERVED SECTION 3410A MOVED STRUCTURES SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES |
| 1432 | SECTION 3413A MODIFICATIONS TO ASCE 41 |
| 1433 | SECTION 3414A PEER REVIEW REQUIREMENTS |
| 1434 | SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES |
| 1435 | SECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS |
| 1436 | SECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES |
| 1439 | SECTION 3419A HOSPITAL BUILDINGS REMOVED FROM GENERAL ACUTE CARE SERVICES |
| 1442 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS |
| 1443 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 1444 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI |
| 1445 | AISC AISI ALI |
| 1446 | AMCA ANSI APA |
| 1447 | APSP ASABE ASCE/SEI |
| 1448 | ASME ASTM |
| 1455 | AWC |
| 1456 | AWCI AWPA AWS BHMA CEN |
| 1457 | CGSB CPA CPSC CSA CSSB |
| 1458 | DASMA DOC DOL DOTn FEMA |
| 1459 | FM GA HPVA ICC |
| 1460 | ISO MHI NAAMM NCMA |
| 1461 | NFPA |
| 1473 | PCI |
| 1474 | PTI RMI SBCA SDI SFM |
| 1475 | SJI SPRI TIA TMS TPI |
| 1476 | UBC UL |
| 1478 | ULC USC WCLIB |
| 1479 | WDMA WRI |
| 1480 | CHAPTER 65 SIGNS SECTION 6501 DEFINITIONS SECTION 6502 GENERAL REQUIREMENTS |
| 1481 | SECTION 6503 GROUND SIGNS SECTION 6504 PROJECTING SIGNS SECTION 6505 WALL SIGNS SECTION 6506 ROOF SIGNS |
| 1482 | TABLE 65-1 SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS SECTION 6507 SPECIAL SIGNS |
| 1484 | CHAPTER 66 SPECIAL SAFETY PROVISIONS SECTION 6601 GENERAL PROVISIONS SECTION 6602 AMUSEMENT DEVICES SECTION 6603 REBOUND TUMBLING EQUIPMENT SECTION 6604 REBOUND TUMBLING CENTER |
| 1485 | SECTION 6605 AUTOMOBILE RACING FACILITIES |
| 1486 | 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 |
| 1487 | SECTION 6708 DOORS: GENERAL SECTION 6709 DOORS: SWINGING DOORS |
| 1488 | 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 |
| 1489 | SECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS |
| 1490 | 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 |
| 1491 | SECTION 6807 SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEM REQUIREMENTS |
| 1492 | 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 |
| 1493 | SECTION 6906 REVOCATION OF PERMITS SECTION 6907 OTHER PERMITS REQUIRED SECTION 6908 VALIDITY OF PERMIT |
| 1494 | 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 |
| 1495 | SECTION 9405 GENERAL REQUIREMENTS TABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1, 2 |
| 1496 | CHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS SECTION 9501 PURPOSE SECTION 9502 SCOPE SECTION 9503 DEFINITIONS SECTION 9504 ADMINISTRATION |
| 1497 | SECTION 9505 GENERAL REQUIREMENTS SECTION 9506 ANALYSIS AND DESIGN |
| 1499 | TABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1, 2 SECTION 9507 MATERIALS OF CONSTRUCTION |
| 1500 | 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 |
| 1501 | SECTION 9606 ADMINISTRATION |
| 1502 | SECTION 9607 HISTORICAL BUILDINGS SECTION 9608 INFORMATION REQUIRED ON PLANS |
| 1503 | TABLE 96-A RATING CLASSIFICATIONS TABLE 96-B TIME LIMITS FOR COMPLIANCE SECTION 9609 INTERPRETATION OF THIS CHAPTER |
| 1504 | TABLE 96-C EXTENSIONS OF TIME AND SERVICE PRIORITIES |
| 1506 | 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 |
| 1507 | 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 |
| 1510 | CHAPTER 99 BUILDING AND PROPERTY REHABILITATION SECTION 9901 SCOPE SECTION 9902 DEFINITIONS SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING SECTION 9904 SUBSTANDARD CONDITIONS |
| 1511 | SECTION 9905 SUBSTANDARD PROPERTY |
| 1512 | SECTION 9906 BUILDING REHABILITATION APPEALS BOARD SECTION 9907 RESERVED 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 |
| 1513 | SECTION 9914 OTHER INTERESTED PARTIES SECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY SECTION 9916 POSTING OF SIGNS SECTION 9917 RIGHT OF HEARING |
| 1514 | 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 |
| 1515 | SECTION 9925 WORK BY PRIVATE PARTY SECTION 9926 WORK BY COUNTY SECTION 9927 COSTS SECTION 9928 NOTIFICATION OF COSTS |
| 1516 | SECTION 9929 COLLECTION SECTION 9930 SALVAGE SECTION 9931 INTERFERENCE PROHIBITED SECTION 9932 PROSECUTION SECTION 9933 OTHER ABATEMENT PROCEDURES SECTION 9934 VEHICLES |
| 1518 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS |
| 1520 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL |
| 1522 | 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 |
| 1523 | SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS |
| 1524 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS |
| 1525 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT |
| 1526 | SECTION D106 REFERENCED STANDARDS |
| 1528 | APPENDIX E RESERVED |
| 1530 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING APPENDIX F RODENTPROOFING SECTION F101 GENERAL |
| 1532 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD-RESISTANT CONSTRUCTION APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY |
| 1533 | SECTION G103 POWERS AND DUTIES SECTION G104 PERMITS |
| 1534 | SECTION G105 VARIANCES |
| 1535 | SECTION G201 DEFINITIONS SECTION G301 SUBDIVISIONS |
| 1536 | SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK |
| 1537 | SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U SECTION G1101 REFERENCED STANDARDS |
| 1538 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS |
| 1539 | SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS |
| 1540 | SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS |
| 1541 | SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS |
| 1542 | 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 SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 1544 | APPENDIX J GRADING SECTION J101 GENERAL |
| 1545 | SECTION J102 DEFINITIONS |
| 1546 | SECTION J103 PERMITS REQUIRED |
| 1547 | FIGURE J103.2 GRADING EXEMPTION CASES |
| 1549 | SECTION J104 PERMIT APPLICATION AND SUBMITTALS |
| 1550 | SECTION J105 INSPECTIONS |
| 1552 | SECTION J106 EXCAVATIONS |
| 1553 | SECTION J107 FILLS FIGURE J107.3 BENCHING DETAILS |
| 1554 | SECTION J108 SETBACKS |
| 1555 | FIGURE J108.1 DRAINAGE DIMENSIONS SECTION J109 DRAINAGE AND TERRACING |
| 1556 | SECTION J110 SLOPE PLANTING AND EROSION CONTROL |
| 1558 | SECTION J111 REFERENCED STANDARDS |
| 1560 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX K – GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED 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 CENTRAL VALLEY FLOOD PROTECTION PLAN SECTION K101 SCOPE SECTION K102 DEFINITIONS |
| 1561 | SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING |
| 1562 | SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS |
| 1563 | SECTION K109 ALTERNATE MEANS OF PROTECTION |
| 1564 | FIGURE K103.1 N.T.S. |
| 1565 | FIGURE K103.1 N.T.S. |
| 1566 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL |
| 1568 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS |
| 1570 | INDEX |
| 1610 | HISTORY NOTE APPENDIX |
| 1612 | 2016 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 |
| 1613 | COPYRIGHT |
| 1614 | PREFACE ACKNOWLEDGEMENTS |
| 1616 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 |
| 1617 | HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE |
| 1618 | PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS |
| 1619 | HISTORICAL PREFACE |
| 1620 | TABLE OF CONTENTS |
| 1622 | CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT |
| 1623 | SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS |
| 1624 | CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS |
| 1626 | CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES |
| 1628 | CHAPTER 8-4 FIRE PROTECTION SECTION 8-401 PURPOSE, INTENT AND SCOPE SECTION 8-402 FIRE-RESISTIVE CONSTRUCTION SECTION 8-403 INTERIOR FINISH MATERIALS SECTION 8-404 WOOD LATH AND PLASTER SECTION 8-405 OCCUPANCY SEPARATION SECTION 8-406 MAXIMUM FLOOR AREA SECTION 8-407 VERTICAL SHAFTS SECTION 8-408 ROOF COVERING |
| 1629 | SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS |
| 1630 | CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOPE SECTION 8-502 GENERAL |
| 1631 | SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS |
| 1632 | CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES |
| 1633 | SECTION 8-604 EQUIVALENT FACILITATION |
| 1634 | CHAPTER 8-7 STRUCTURAL REGULATIONS SECTION 8-701 PURPOSE, INTENT AND SCOPE SECTION 8-702 GENERAL SECTION 8-703 STRUCTURAL SURVEY SECTION 8-704 NONHISTORICAL ADDITIONS AND NONHISTORICAL ALTERATIONS SECTION 8-705 STRUCTURAL REGULATIONS |
| 1635 | SECTION 8-706 LATERAL LOAD REGULATIONS |
| 1636 | CHAPTER 8-8 ARCHAIC MATERIALS AND METHODS OF CONSTRUCTION SECTION 8-801 PURPOSE, INTENT AND SCOPE SECTION 8-802 GENERAL ENGINEERING APPROACHES SECTION 8-803 NONSTRUCTURAL ARCHAIC MATERIALS SECTION 8-804 ALLOWABLE CONDITIONS FOR SPECIFIC MATERIALS SECTION 8-805 MASONRY |
| 1637 | SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON |
| 1638 | TABLE 8-8A STRENGTH VALUES FOR EXISTING MATERIALS SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING |
| 1639 | TABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION |
| 1640 | CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL |
| 1641 | SECTION 8-903 PLUMBING |
| 1642 | SECTION 8-904 ELECTRICAL |
| 1644 | CHAPTER 8-10 QUALIFIED HISTORICAL DISTRICTS, SITES AND OPEN SPACES SECTION 8-1001 PURPOSE AND SCOPE SECTION 8-1002 APPLICATION SECTION 8-1003 SITE RELATIONS |
| 1646 | APPENDIX A CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY |
| 1647 | TABLE 1—PROVISION APPLICABILITY—continued |
| 1648 | HISTORY NOTE APPENDIX |
| 1650 | 2017 COUNTY OF LOS ANGELES EXISTING BUILDING CODE LOST ANGELES COUNTY CODE TITLE 33 BASED ON THE 2016 CEBC AND 2015 IEBC® |
| 1651 | COPYRIGHT |
| 1652 | PREFACE ACKNOWLEDGEMENTS |
| 1653 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 |
| 1654 | PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS |
| 1656 | COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY DIVISION CENTRAL OFFICE DISTRICT OFFICES |
| 1657 | CITY OFFICES |
| 1658 | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS |
| 1659 | CALIFORNIA MATRIX ADOPTION TABLES |
| 1660 | MARGINAL MARKINGS |
| 1661 | MAINTENANCE CODE DEVELOPMENT COMMITTEE RESPONSIBILITIES (LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS) |
| 1664 | TABLE OF CONTENTS |
| 1666 | CHAPTER 1 ADMINISTRATION SECTION 100 ADOPTION BY REFERENCE SECTION 101 TITLE, PURPOSE AND INTENT |
| 1668 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS |
| 1670 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 1674 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – PROVISIONS FOR ALL COMPLIANCE METHODS |
| 1676 | CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION |
| 1677 | [BS] TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES [BS] TABLE 301.1.4.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES SECTION 302 GENERAL PROVISIONS |
| 1678 | SECTIONS 303 – 312 RESERVED SECTION 313 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM] |
| 1682 | SECTION 314 EXISTING HIGH-RISE BUILDINGS [SFM] |
| 1685 | SECTION 315 EXISTING GROUP I OCCUPANCIES [SFM] SECTION 316 EXISTING GROUP L OCCUPANCIES [SFM] |
| 1686 | TABLE 316.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb) |
| 1687 | TABLE 316.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 When two units are given, values within parentheses are in pounds (lbs.) SECTION 317 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS |
| 1688 | TABLE 317.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY |
| 1689 | SECTION 318 DEFINITIONS SECTION 319 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS |
| 1692 | SECTION 320 METHOD A SECTION 321 METHOD B |
| 1693 | SECTION 322 PEER REVIEW REQUIREMENTS |
| 1694 | SECTION 323 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES [DSA-SS, DSA-SS/CC] |
| 1696 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – PRESCRIPTIVE COMPLIANCE METHOD |
| 1698 | CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD SECTION 401 GENERAL SECTION 402 ADDITIONS |
| 1700 | SECTION 403 ALTERATIONS |
| 1702 | SECTION 404 REPAIRS |
| 1703 | SECTION 405 FIRE ESCAPES |
| 1704 | SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS SECTION 407 CHANGE OF OCCUPANCY |
| 1705 | SECTION 408 HISTORIC BUILDINGS SECTION 409 MOVED STRUCTURES SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS |
| 1707 | TABLE 410.8.5 RAMPS |
| 1708 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – CLASSIFICATION OF WORK |
| 1710 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – REPAIRS |
| 1712 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – ALTERATIONS – LEVEL 1 |
| 1714 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – ALTERATIONS – LEVEL 2 |
| 1716 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – ALTERATIONS – LEVEL 3 |
| 1718 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – CHANGE OF OCCUPANCY |
| 1720 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11 – ADDITIONS |
| 1722 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – HISTORIC BUILDINGS |
| 1724 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 13 – RELOCATED OR MOVED BUILDINGS |
| 1726 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – PERFORMANCE COMPLIANCE METHODS |
| 1728 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – CONSTRUCTION SAFEGUARDS |
| 1730 | CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS |
| 1731 | SECTION 1502 PROTECTION OF ADJOINING PROPERTY SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1504 FIRE EXTINGUISHERS |
| 1732 | SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPE SYSTEMS SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION |
| 1734 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – REFERNCED STANDARDS |
| 1736 | CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME ASTM |
| 1737 | ICC |
| 1738 | NFPA UL |
| 1740 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONSFOR UNREINFORCED MASONRY BEARING WALL BUILDINGS |
| 1742 | CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS |
| 1743 | SECTION A104 SYMBOLS AND NOTATIONS |
| 1744 | SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS |
| 1745 | EQUATION A1-1 EQUATION A1-2 |
| 1746 | EQUATION A1-3 |
| 1747 | SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS |
| 1748 | EQUATION A1-4 EQUATION A1-5 EQUATION A1-6 SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 SECTION A111 SPECIAL PROCEDURE |
| 1749 | EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12 EQUATION A1-13 EQUATION A1-14 |
| 1750 | EQUAITONA1-15 EQUATION A1-16 EQUATION A1-17 EQUATION A1-18 EQUATION A1-19 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-20 EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 EQUATION A1-24 EQUATION A1-25 |
| 1751 | SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS |
| 1752 | [BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER [BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY |
| 1753 | [BS] TABLE A1-C HORIZONTAL FORCE FACTOR, Cp [BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS |
| 1754 | [BS] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION [BS] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS [BS] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS |
| 1755 | [BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN |
| 1756 | [BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 1758 | REFERENCED STANDARDS UNIFORM BUILDING CODE STANDARD 21–4 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS SECTION 21.401 SCOPE SECTION 21.402 CLASSIFICATION SECTION 21.403 MATERIALS SECTION 21.404 PHYSICAL REQUIREMENTS SECTION 21.405 MINIMUM FACE-SHELL AND WEB THICKNESSES SECTION 21.406 PERMISSIBLE VARIATIONS IN DIMENSIONS |
| 1759 | TABLE 21–4-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS TABLE 21–4-B STRENGTH AND ABSORPTION REQUIREMENTS SECTION 21.407 VISUAL INSPECTION SECT5ION 21.408 METHODS OF SAMPLING AND TESTING SECTION 21.409 REJECTION |
| 1760 | TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS UNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS SECTION 21.601 SCOPE SECTION 21.602 PREPARATION OF SAMPLE SECTION 21.603 APPLICATION OF LOAD AND DETERMINATION OF RESULTS |
| 1761 | UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS SECTION 21.701 SCOPE SECTION 21.702 DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS SECTION 21.703 TORQUE TESTING OF NEW BOLTS SECTION 21.704 PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS SECTION 21.705 REPORTS UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS SECTION 21.801 SCOPE SECTION 21.802 JOINT PREPARATION SECTION 21.803 MORTAR PREPARATION SECTION 21.804 PACKING |
| 1762 | UNIFORM BUILDING CODE STANDARD 21–13 HYDRATED LIME FOR MASONRY PURPOSES SECTION 21.1301 SCOPE SECTION 21.1302 DEFINITION SECTION 21.1303 ADDITIONS SECTION 21.1304 MANUFACTURER’S STATEMENT SECTION 21.1305 CHEMICAL REQUIREMENTS COMPOSITION SECTION 21.1306 RESIDUE, POPPING AND PITTING SECTION 21.1307 PLASTICITY SECTION 21.1308 WATER RETENTION SECTION 21.1309 SPECIAL MARKING |
| 1763 | TABLE 21–13–A—CHEMICAL REQUIREMENTS SECTION 21.1310 QUALITY CONTROL ASTM 653/A & 653M-08 [HCD] |
| 1764 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A3 – PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS |
| 1766 | CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS |
| 1767 | SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS |
| 1770 | [BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING [BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE |
| 1771 | [BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 1772 | [BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION |
| 1773 | [BS] FIGURE A3-3 SILL PLATE ANCHORING TO EXISTING FOUNDATION |
| 1774 | [BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS |
| 1775 | [BS] FIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS [BS] FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING |
| 1776 | [BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS |
| 1777 | [BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS |
| 1778 | [BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION |
| 1779 | [BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) |
| 1780 | [BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) |
| 1781 | [BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS |
| 1782 | [BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION |
| 1783 | [BS] FIGURE A3-10 FLOOR PLAN—CRIPPLE WALL BRACING LAYOUT |
| 1784 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A4 – EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS |
| 1786 | CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN |
| 1788 | SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY SECTION A405 MATERIALS OF CONSTRUCTION |
| 1789 | SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A407 QUALITY CONTROL |
| 1790 | CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A6 – REFERENCED STANDARDS CHAPTER A6 REFERENCED STANDARDS ASCE/SEI ASTM |
| 1791 | ICC |
| 1792 | HISTORY NOTE APPENDIX CALIFORNIA EXISTING BUILDING CODE |
| 1794 | 2015 IBC SEAOC STRUCTURAL/SEISMIC DESIGN MANUALS |
| 1795 | ICC EVALUATION SERVICE |
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