CA BuildingCode Vol1 07:2007 Edition
$148.42
California Building Code – Title 24 Part 2 Vol I & II, Part 7, Part 8, and Part 10
Published By | Publication Date | Number of Pages |
CA | 2007 | 708 |
This is a fully integrated code based on the 2006 International Building Code. Part 2 now also includes Title 24, Part 8 (California Historical Building Code) and Title 24, Part 10 (California Existing Building Code). This code comes in a 2 volume set.
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2 | ALL RIGHTS RESERVED. |
3 | PREFACE |
5 | CALIFORNIA AGENCY INFORMATION CONTACT LIST |
7 | EFFECTIVE USE OF THE IBC/CBC Nonstructural Provisions |
11 | Structural Provisions |
12 | General Requirements |
17 | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGEANDCALIFORNIA AMENDMENTS |
19 | CALIFORNIA MATRIX ADOPTION TABLES |
21 | ORDINANCE |
23 | TABLE OF CONTENTS |
35 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CALIFORNIA CHAPTER 1 – GENERAL CODE PROVISIONS |
37 | (CALIFORNIA) CHAPTER 1 GENERAL CODE PROVISIONS SECTION 101 GENERAL |
39 | SECTION 102 BUILDING STANDARDS COMMISSION |
40 | SECTION 103 CORRECTIONS STANDARDS AUTHORITY SECTION 104 DEPARTMENT OF CONSUMER AFFAIRS SECTION 105 CALIFORNIA ENERGY COMMISSION |
41 | SECTION 106 DEPARTMENT OF FOOD AND AGRICULTURE SECTION 107 DEPARTMENT OF HEALTH SERVICES SECTION 108 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT |
42 | SECTION 108.3 LOCAL ENFORCING AGENCY |
43 | SECTION 108.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS SECTION 108.5 RIGHT-OF-ENTRY FOR ENFORCEMENT SECTION 108.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION |
44 | SECTION 108.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION |
45 | SECTION 108.8 APPEALS BOARD SECTION 108.9 UNSAFE BUILDINGS OR STRUCTURES SECTION 108.10 OTHER BUILDING REGULATIONS |
46 | SECTION 109 DIVISION OF THE STATE ARCHITECT |
47 | SECTION 110 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT |
49 | SECTION 111 OFFICE OF THE STATE FIRE MARSHAL |
53 | SECTION 112 STATE LIBRARIAN SECTION 113 Reserved SECTION 114 CALIFORNIA STATE LANDS COMMISSION |
55 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS |
56 | CHAPTER 2 – DEFINITIONS (Continued) |
57 | CHAPTER 2 – DEFINITIONS (Continued) |
58 | CHAPTER 2 – DEFINITIONS (Continued) |
59 | CHAPTER 2 – DEFINITIONS (Continued) |
60 | CHAPTER 2 – DEFINITIONS (Continued) |
61 | CHAPTER 2 – DEFINITIONS (Continued) |
62 | CHAPTER 2 – DEFINITIONS (Continued) |
63 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
81 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION |
82 | CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION (Continued) |
83 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
84 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
85 | SECTION 307 HIGH-HAZARD GROUP H |
87 | [F] TABLE 307.1(1)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p |
88 | [F] TABLE 307.1(1)—continuedMAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p |
89 | [F] TABLE 307.1(2)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, j |
93 | SECTION 308 INSTITUTIONAL GROUP I |
94 | SECTION 309 MERCANTILE GROUP M |
95 | SECTION 310 RESIDENTIAL GROUP R |
99 | SECTION 311 STORAGE GROUP S SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
101 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY |
102 | CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Continued) |
103 | CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Continued) |
105 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL BUILDINGS |
108 | SECTION 403 HIGH-RISE BUILDINGS |
110 | SECTION 404 ATRIUMS SECTION 405 UNDERGROUND BUILDINGS |
111 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
113 | TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT |
115 | SECTION 407 GROUP I-2 |
118 | SECTION 408 GROUP I-3 |
120 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
121 | SECTION 410 STAGES AND PLATFORMS |
122 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS |
123 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.1.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
125 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS |
126 | [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
127 | [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 LIQUIDSd,e,f |
128 | [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa |
129 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
132 | [F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
133 | TABLE 415.3.1—continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
134 | [F] TABLE 415.3.2 REQUIRED DETACHED STORAGE |
137 | [F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a |
142 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS |
143 | SECTION 419 GROUP I-1‚ R-1‚ R-2‚ R-3, R-3.1, R-4 SECTION 420 HYDROGEN CUTOFF ROOMS |
144 | SECTION 421 Reserved SECTION 422 Reserved SECTION 422 Reserved SECTION 423 Reserved SECTION 424 Reserved SECTION 425 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP I-1, R-3.1 or R-4 OCCUPANCY [SFM] |
147 | SECTION 426 GROUP I-4 [SFM] |
148 | SECTION 427 Reserved SECTION 428 Reserved SECTION 429 Reserved SECTION 430 HORSE RACING STABLES [SFM] SECTION 431 PET KENNELS [SFM] SECTION 432 COMBUSTION ENGINES AND GAS TURBINES[SFM] SECTION 433 FIXED GUIDEWAY TRANSIT SYSTEMS [SFM] |
152 | SECTION 434 EXPLOSIVES [SFM] |
155 | SECTION 435 Reserved SECTION 436 WINERY CAVES [SFM] |
156 | SECTION 437 Reserved SECTION 438 Reserved SECTION 439 PUBLIC LIBRARIES [SL & SFM] |
157 | SECTION 440 GROUP C [SFM] |
159 | SECTION 441 Reserved SECTION 442 GROUP E [SFM] |
160 | SECTION 443 GROUP L [SFM] |
162 | TABLE 443.1(1) MAXIMUM ALLOWABLE QUANTITY PER LABORATORY SUITE OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD1 |
163 | TABLE 443.1(2 )MAXIMUM QUANTITY PER LABORATORY SUITE OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD1 SECTION 444 Reserved SECTION 445 LARGE-FAMILY DAY CARE HOMES [SFM] |
165 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS |
167 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS |
168 | TABLE 503ALLOWABLE HEIGHT AND BUILDING AREASaHeight limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of “Area, building,” per story |
169 | TABLE 503—continuedALLOWABLE HEIGHT AND BUILDING AREASaHeight limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of “Area, building,” per story SECTION 504 HEIGHT SECTION 505 MEZZANINES |
170 | SECTION 506 AREA MODIFICATIONS (Equation 5-1) (Equation 5-2) |
171 | SECTION 507 UNLIMITED AREA BUILDINGS |
173 | SECTION 508 MIXED USE AND OCCUPANCY |
174 | TABLE 508.2 INCIDENTAL USE AREAS SECTION 509 SPECIAL PROVISIONS |
175 | TABLE 508.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) |
179 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION |
181 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION |
182 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION |
183 | TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) |
184 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa,e TABLE 602.4 WOOD MEMBER SIZE |
185 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – FIRE-RESISTANCE-RATED CONSTRUCTION |
187 | CHAPTER 7 FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 701 GENERAL SECTION 702 DEFINITIONS |
188 | SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
189 | SECTION 704 EXTERIOR WALLS |
190 | (Equation 7-1) FIGURE 704.7 EQUIVALENT OPENING FACTOR |
191 | TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa |
192 | SECTION 705 FIRE WALLS |
193 | TABLE 705.4 FIRE WALL FIRE-RESISTANCE RATINGS |
194 | SECTION 706 FIRE BARRIERS |
195 | TABLE 706.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
196 | SECTION 707 SHAFT ENCLOSURES |
198 | SECTION 708 FIRE PARTITIONS |
199 | SECTION 709 SMOKE BARRIERS |
200 | SECTION 710 SMOKE PARTITIONS SECTION 711 HORIZONTAL ASSEMBLIES |
201 | SECTION 712 PENETRATIONS |
203 | SECTION 713 FIRE-RESISTANT JOINT SYSTEMS |
204 | SECTION 714 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
205 | SECTION 715 OPENING PROTECTIVES TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS |
208 | TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.3 LIMITING SIZES OF WIRED GLASS PANELS |
209 | SECTION 716 DUCTS AND AIR TRANSFER OPENINGS TABLE 716.3.1 FIRE DAMPER RATING |
212 | SECTION 717 CONCEALED SPACES |
214 | SECTION 718 FIRE-RESISTANCE REQUIREMENTS FORPLASTER |
215 | SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS SECTION 720 PRESCRIPTIVE FIRE RESISTANCE |
216 | TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
217 | TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
218 | TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
219 | TABLE 720.1(1)—continuedMINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
220 | TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
222 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
223 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
224 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
225 | TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
226 | TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
227 | TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
228 | TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
229 | TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
230 | TABLE 720.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
231 | TABLE 720.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
232 | TABLE 720.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
233 | TABLE 720.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
234 | TABLE 720.1(3 )—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
236 | SECTION 721 CALCULATED FIRE RESISTANCE |
238 | (Equation 7-3) FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 721.2.1.2(1) VALUES OF R 0.59 FOR USE IN EQUATION 7-4 TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59 (Equation 7-4) |
239 | FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
240 | TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
241 | TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS (Equation 7-5) |
242 | FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) |
243 | TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 721.2.3 MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH |
244 | TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
245 | (Equation 7-6) TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d |
246 | (Equation 7-7) TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 721.3.5 MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches) (Equation 7-8) TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS |
247 | TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 721.4.1(3) VALUES OF Rn0.59 TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 721.4.1(5) REINFORCED MASONRY LINTELS TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS |
248 | (Equation 7-9) (Equation 7-10) FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS (Equation 7-11) |
249 | (Equation 7-12) FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS |
250 | FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD |
251 | (Equation 7-13) FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY-APPLIED FIRE-RESISTANT MATERIALS (Equation 7-14) FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b |
252 | (Equation 7-15) (Equation 7-16) FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS |
253 | TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
254 | TABLE 721.5.1(2) PROPERTIES OF CONCRETE TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS |
255 | TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D ) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
256 | TABLE 721.5.1(4)-continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
257 | TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
258 | TABLE 721.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
259 | TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
260 | TABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa[ FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] |
261 | TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] |
262 | FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEEL BEAMS AND GIRDERS (Equation 7-17) |
263 | TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d |
264 | TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a,b,c TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
265 | (Equation 7-18) (Equation 7-19) (Equation 7-20) (Equation 7-21) FIGURE 721.6.3(1) LOAD FIGURE |
266 | FIGURE 721.6.3(2) EFFECTIVE LOAD FACTORS |
267 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE |
269 | CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION 701A SCOPE, PURPOSE AND APPLICATION SECTION 702A DEFINITIONS |
270 | SECTION 703A STANDARDS OF QUALITY SECTION 704A MATERIALS, SYSTEMS AND METHODS OF CONSTRUCTION |
273 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES |
275 | CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES |
277 | TABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk SECTION 804 INTERIOR FLOOR FINISH |
278 | SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION [F] SECTION 806 DECORATIVE MATERIALS AND TRIM |
281 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS |
282 | CHAPTER 9 – FIRE PROTECTION SYSTEMS (Continued) |
283 | CHAPTER 9 – FIRE PROTECTION SYSTEMS (Continued) |
285 | CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS |
288 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
289 | [F] TABLE 903.2.4.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
292 | [F] TABLE 903.2.13 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
294 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
295 | SECTION 905 STANDPIPE SYSTEMS |
298 | SECTION 906 PORTABLE FIRE EXTINGUISHERS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
311 | [F] TABLE 907.9.1.3VISIBLE AND AUDIBLE ALARMS |
312 | SECTION 908 EMERGENCY ALARM SYSTEMS |
313 | SECTION 909 SMOKE CONTROL SYSTEMS |
315 | (Equation 9-1) (Equation 9-2) (Equation 9-3) |
319 | SECTION 910 SMOKE AND HEAT VENTS |
320 | [F] TABLE 910.3REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa |
321 | (Equation 9-4) SECTION 911 FIRE COMMAND CENTER |
322 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
323 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS |
324 | CHAPTER 10 – MEANS OF EGRESS (Continued) |
325 | CHAPTER 10 – MEANS OF EGRESS (Continued) |
327 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS |
328 | SECTION 1003 GENERAL MEANS OF EGRESS |
330 | SECTION 1004 OCCUPANT LOAD |
331 | TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
332 | SECTION 1005 EGRESS WIDTH TABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED SECTION 1006 MEANS OF EGRESS ILLUMINATION |
333 | SECTION 1007 ACCESSIBLE MEANS OF EGRESS |
335 | SECTION 1008 DOORS, GATES AND TURNSTILES |
336 | TABLE 1008.1.3.1 REVOLVING DOOR SPEEDS |
340 | SECTION 1009 STAIRWAYS |
343 | SECTION 1010 RAMPS |
344 | SECTION 1011 EXIT SIGNS |
345 | SECTION 1012 HANDRAILS |
346 | SECTION 1013 GUARDS |
347 | SECTION 1014 EXIT ACCESS |
349 | SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS |
350 | SECTION 1016 EXIT ACCESS TRAVEL DISTANCE |
351 | TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa SECTION 1017 CORRIDORS TABLE 1017.1 CORRIDOR FIRE-RESISTANCE RATING |
352 | SECTION 1018 EXITS SECTION 1019 NUMBER OF EXITS AND CONTINUITY |
353 | TABLE 1019.2 BUILDINGS WITH ONE EXIT SECTION 1020 VERTICAL EXIT ENCLOSURES |
355 | SECTION 1021 EXIT PASSAGEWAYS |
356 | SECTION 1022 HORIZONTAL EXITS SECTION 1023 EXTERIOR EXIT RAMPS AND STAIRWAYS |
357 | SECTION 1024 EXIT DISCHARGE |
358 | SECTION 1025 ASSEMBLY |
359 | TABLE 1025.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
361 | TABLE 1025.10.1 SMOKE-PROTECTEDASSEMBLY AISLE ACCESSWAYS |
363 | SECTION 1026 EMERGENCY ESCAPE AND RESCUE |
365 | CHAPTER 11 RESERVED |
367 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY |
369 | CHAPTER 11A HOUSING ACCESSIBILITY Division I—APPLICATION, GENERAL PROVISIONS,AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY |
370 | SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A GROUP R OCCUPANCIES SECTION 1105A GROUP U OCCUPANCIES |
371 | SECTION 1106A SITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS |
373 | Division II — EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL |
374 | SECTION 1109A PARKING FACILITIES |
375 | SECTION 1110A EXTERIOR ROUTES OF TRAVEL |
376 | SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES |
377 | SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES |
378 | Note: Examples of ramp dimensions are: |
379 | SECTION 1115A EXTERIOR STAIRWAYS ALONG ACCESSIBLEROUTES SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES |
380 | 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 ROUTES OF TRAVEL |
381 | SECTION 1120A INTERIOR ACCESSIBLE ROUTES SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES Note: Examples of ramp dimensions are: |
382 | SECTION 1123A INTERIOR STAIRWAYS ALONG ACCESSIBLE ROUTES |
383 | SECTION 1124A ELEVATORS AND SPECIAL ACCESS (WHEELCHAIR) LIFTS |
385 | SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES SECTION 1126A DOORS |
386 | SECTION 1127A COMMON USE FACILITIES |
392 | SECTION 1128A COVERED DWELLING UNITS |
393 | SECTION 1129A Reserved SECTION 1130A ACCESSIBLE ROUTE WITHIN COVERED MULTIFAMILY DWELLING UNITS SECTION 1131A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1132A DOORS |
394 | SECTION 1133A KITCHENS |
395 | SECTION 1134A BATHING AND TOILET FACILITIES |
398 | SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS |
399 | Division V — FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A Reserved SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS SECTION 1140A ACCESSIBLE TELEPHONES |
400 | SECTION 1141A ACCESSIBLE SWIMMING POOLS |
401 | SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE |
402 | SECTION 1144A Reserved SECTION 1145A Reserved SECTION 1146A Reserved SECTION 1147A Reserved SECTION 1148A Reserved SECTION 1149A Reserved Division VI — SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS SINGLE BUILDING WITH ONE COMMON (LOBBY) ENTRANCE TEST NO. 1 — INDIVIDUAL BUILDING TEST |
403 | TEST NO. 2 — SITE ANALYSIS TEST TEST NO. 3 — UNUSUAL CHARACTERISTICS TEST |
404 | FIGURE 11A-1A — INTERNATIONAL ACCESSIBILITY SYMBOL |
405 | FIGURE 11A-1B — OVERHANGING OBSTRUCTION |
406 | FIGURE 11A-1C — WIDTH OF ACCESSIBLE ROUTE |
407 | FIGURE 11a-1e – MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR FIGURE 11a-1D – MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS FIGURE 11A-1D – WHEELCHAIR TURNING SPACE |
408 | FIGURE 11A-1G — MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
409 | FIGURE 11A-1H — MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
410 | FIGURE 11A-1I — FORWARD REACH |
411 | FIGURE 11A-1J — SIDE REACH |
412 | FIGURE 11A-1K — MINIMUM CLEARANCES FOR SEATING AND TABLE |
413 | FIGURE 11A-1L — CORRIDOR OVER 200 FEET (60 960 mm) |
414 | FIGURE 11A-2A — DOUBLE PARKING STALLS |
415 | FIGURE 11A-2B — DIAGONAL PARKING STALLS |
416 | FIGURE 11A-3A — CURB DETAILS |
417 | FIGURE 11A-3B — CURB DETAIL |
418 | FIGURE 11A-3C — CURB DETAIL |
419 | FIGURE 11A-3D — CURB DETAIL FIGURE 11A-3E — CURB DETAIL |
420 | FIGURE 11A-3F — CURB DETAIL FIGURE 11A-3G — CURB DETAIL |
421 | FIGURE 11A-3J — CURB DETAIL FIGURE 11A-3K — CURB DETAIL |
422 | FIGURE 11A-3H — CURB DETAIL FIGURE 11A-3I — CURB DETAIL |
423 | FIGURE 11A-3L—CURB SECTIONS |
424 | FIGURE 11A-3M – RETURNED CURB STYLE (See Figure 11B-21) FIGURE 11A-3N – TRUNCATED DOMES (See Figure 11B-23A) FIGURE 11A-3 — (RESERVED) |
425 | FIGURE 11A-5A — RAMPS AND SIDEWALKS |
426 | FIGURE 11A-6A — WARNING STRIPING AND HANDRAIL EXTENSIONS |
427 | FIGURE 11A-6B — STAIR HANDRAILS |
428 | FIGURE 11A-6C — RAMP DIMENSIONS |
429 | FIGURE 11A-6D — RAMP LANDING AND DOORWAY |
430 | FIGURE 11A-6E — STAIR HANDRAILS |
431 | FIGURE 11A-7A — MINIMUM DIMENSIONS OF ELEVATOR CARS |
432 | FIGURE 11A-7B — ELEVATOR CONTROL PANEL |
433 | FIGURE 11A-7C — HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D — GRAPH OF TIMING EQUATION |
434 | FIGURE 11A-8A — FRONT APPROACHES—SWINGING DOORS FIGURE 11A-8B — HINGE-SIDE APPROACHES—SWINGING DOORS |
435 | FIGURE 11A-8C — LATCH-SIDE APPROACHES—SWINGING DOORS FIGURE 11A-8D — FRONT APPROACH—SLIDING DOORS AND FOLDING DOORS FIGURE 11A-8E — SLIDE SIDE APPROACH—SLIDING DOORS AND FOLDING DOORS FIGURE 11A-8F — LATCH SIDE APPROACH—SLIDING DOORS AND FOLDING DOORS |
436 | FIGURE 11A-8G — VESTIBULE |
437 | FIGURE 11A-8H — VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY) |
438 | FIGURE 11A-8I — HRESHOLDS |
439 | FIGURE 11A-9A — MULTIPLE ACCOMMODATION TOILET FACILITY |
440 | FIGURE 11A-9B |
441 | FIGURE 11A-9C — GRAB BAR SECTION |
442 | FIGURE 11A-9E — CLEAR FLOOR SPACE AT BATHTUBS |
443 | FIGURE 11A-9D — KNEE CLEARANCE |
444 | FIGURE 11A-9F — GRAB BARS AT BATHTUBS |
445 | FIGURE 11A-9G |
446 | FIGURE 11A-9H — ROLL-IN SHOWER |
447 | FIGURE 11A-9I — ROLL-IN SHOWER |
448 | FIGURE 11A-9J — OPEN SHOWER |
449 | FIGURE 11A-9K — ALTERNATIVE ROLL-IN |
450 | FIGURE 11A-10A — KITCHEN SPECIFICATIONS |
451 | FIGURE 11A-11A — WATER FOUNTAINS |
452 | FIGURE 11A-11B — MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES |
453 | FIGURE 11A-11C — INTERNATIONAL TTY SYMBOL FIGURE 11A-11D — VOLUME CONTROL TELEPHONES FIGURE 11A-11E — INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS |
455 | CALIFORNIA BUILDING CODE—MATRIX ADOPTION TABLE CHAPTER 11B—ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING |
457 | CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING Division I—NEW BUILDINGS SECTION 1101B SCOPE SECTION 1102B DEFINITIONS |
460 | SECTION 1103B BUILDING ACCESSIBILITY |
461 | SECTION 1104B ACCESSIBILITY FOR GROUP A OCCUPANCIES |
462 | TABLE 11B-1 WHEELCHAIR SEATING SPACES |
464 | SECTION 1105B ACCESSIBILITY FOR GROUP B OCCUPANCIES |
465 | SECTION 1106B ACCESSIBILITY FOR GROUP E OCCUPANCIES |
466 | SECTION 1107B FACTORIES AND WAREHOUSES SECTION 1108BACCESSIBILITY FOR GROUP H OCCUPANCIES SECTION 1109BA CCESSIBILITY FOR GROUP I OCCUPANCIES |
467 | SECTION 1110B ACCESSIBILITY FOR GROUP M OCCUPANCIES TABLE 11B-2 CHECK STANDS |
468 | SECTION 1111B ACCESSIBILITY FOR GROUP R OCCUPANCIES |
470 | TABLE 11B-3 ADDITIONAL ACCESSIBILITY REQUIRED IN GUEST ROOMS OR SUITES* TABLE 11B-4 ADDITIONAL ACCESSIBILITY REQUIRED FOR HEARING IMPAIRED IN GUEST ROOMS* |
471 | SECTION 1112B Reserved SECTION 1113B Reserved SECTION 1114B FACILITY ACCESSIBILITY |
472 | SECTION 1115B BATHING AND TOILET FACILITIES (SANITARY FACILITIES) TABLE 1115B-1 SUGGESTED DIMENSIONS FOR CHILDREN’S USE |
478 | SECTION 1116B ELEVATORS AND SPECIAL ACCESS (WHEELCHAIR) LIFTS |
481 | SECTION 1117B OTHER BUILDING COMPONENTS Telephones |
487 | TABLE 11B-5 MAXIMUM REACH DEPTH FOR AUTOMATED TELLER MACHINES |
488 | SECTION 1118B SPACE ALLOWANCE AND REACH RANGES SECTION 1119B SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE SECTION 1120B FLOOR AND LEVELS SECTION 1121B TRANSPORTATION FACILITIES |
492 | SECTION 1122B FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS SECTION 1123B ACCESS TO EMPLOYEE AREAS |
493 | SECTION 1124B GROUND AND FLOOR SURFACES SECTION 1125B STORAGE SECTION 1126B VENDING MACHINES AND OTHER EQUIPMENT |
494 | Division II—SITE ACCESSIBILITY SECTION 1127 BEXTERIOR ROUTES OF TRAVEL |
495 | SECTION 1128B PEDESTRIAN GRADE SEPARATIONS OVERPASSES AND UNDERPASSES) SECTION 1129B ACCESSIBLE PARKING REQUIRED |
496 | TABLE 11B-6 SPACES REQUIRED |
497 | SECTION 1130B PARKING STRUCTURES SECTION 1131B PASSENGER DROP-OFF AND LOADING ZONES SECTION 1132B OUTDOOR OCCUPANCIES |
499 | Division III—ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL SECTION 1133B GENERAL ACCESSIBILITY FOR ENTRANCES ,EXITS AND PATHS OF TRAVEL |
502 | Examples of ramp dimensions |
506 | Division IV—ACCESSIBILITY FOR EXISTING BUILDINGS SECTION 1134B ACCESSIBILITY FOR EXISTING BUILDINGS |
507 | SECTION 1135B HISTORIC PRESERVATION — SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE |
508 | FIGURE 11B-1A |
509 | FIGURE 11B-1B — MULTIPLE-ACCOMMODATION TOILET FACILITY |
510 | FIGURE 11B-1C — TYPICAL GRAB BAR SECTION |
511 | FIGURE 11B-1D — KNEE CLEARANCE |
512 | FIGURE 11B-2A — SHOWER STALLS (continued) |
513 | FIGURE 11B-2B—SHOWER STALLS — continued |
514 | FIGURE 11B-2C — SHOWER STALLS — continued |
515 | FIGURE 11B-2D — SHOWER SEAT |
516 | FIGURE 11B-3A — DRINKING FOUNTAINS (continued) |
517 | FIGURE 11B-3B — DRINKING FOUNTAINS — continued |
518 | FIGURE 11B-4 — MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES |
519 | FIGURE 11B-5A — MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
520 | FIGURE 11B-5B — DOOR WIDTH |
521 | FIGURE 11B-5C — FORWARD REACH |
522 | FIGURE 11B-5D — SIDE REACH |
523 | FIGURE 11B-5E — WIDTH OF ACCESSIBLE ROUTE |
524 | FIGURE 11B-5F — ATM REACH RANGE LIMITS |
525 | FIGURE 11B-6 — INTERNATIONAL ACCESSIBILITY SYMBOL |
526 | FIGURE 11B-7A — PROTRUDING OBJECTS |
527 | FIGURE 11B-7B — OBJECTS MOUNTED ON POSTS OR PYLONS |
528 | FIGURE 11B-7C — OVERHANGING AND OVERHEAD HAZARDS |
529 | FIGURE 11B-7D — PROTECTION AROUND WALL-MOUNTED OBJECTS |
530 | FIGURE 11B-7E |
531 | FIGURE 11B-8 — CLEAR FLOOR SPACE AT BATHTUBS |
532 | FIGURE 11B-9 — GRAB BARS AT BATHTUBS |
533 | FIGURE 11B-10 — MINIMUM CLEAR WIDTH FORSINGLE WHEELCHAIR FIGURE 11B-11 — MINIMUM CLEAR WIDTH FORTWO WHEELCHAIRD FIGURE 11B-12 — WHEELCHAIR TURNING SPACE |
534 | FIGURE 11B-13 — MINIMUM CLEARANCES FOR SEATING AND TABLE |
535 | FIGURE 11B-14A — INTERNATIONAL TTY SYMBOL FIGURE 11B-14B — VOLUME CONTROL TELEPHONES FIGURE 11B-14C — INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS |
536 | FIGURE 11B-15 — SPACE REQUIREMENTS FOR WHEELCHAIR SEATING |
537 | FIGURE 11B-16 — FOOD SERVICE LINES FIGURE 11B-17 — TABLEWARE AREAS |
538 | FIGURE 11B-18A — DOUBLE PARKING STALLS |
539 | FIGURE 11B-18B — SINGLE PARKING STALLS FIGURE 11B-18C — DIAGONAL PARKING STALLS |
540 | FIGURE 11B-19A — CURB DETAILS |
541 | FIGURE 11B-19B — CURB DETAIL |
542 | FIGURE 11B-19C — CURB DETAIL |
543 | FIGURE 11B-20A — CURB DETAIL—CASES A AND B |
544 | FIGURE 11B-20B — CURB DETAIL—CASES C AND D |
545 | FIGURE 11B-20C — CURB DETAIL—CASES E AND F |
546 | FIGURE 11B-20D — CURB DETAIL—CASES G AND H |
547 | FIGURE 11B-20E — CURB SECTIONS |
548 | FIGURE 11B-21— RETURNED CURB STYLE |
549 | FIGURE 11B-22— CURB RAMPS AT MARKED CROSSING |
550 | FIGURE 11B-23A — TRUNCATED DOMES |
551 | FIGURE 11B-23B — DIRECTIONAL BARS |
552 | FIGURE 11B-24 — ACCESS AISLE AT PASSENGER LOADING ZONES |
554 | FIGURE 11B-26A — LEVEL MANEUVERING CLEARANCE AT DOORS |
555 | FIGURE 11B-26B — LEVEL MANEUVERING CLEARANCE AT DOORS—continued |
556 | FIGURE 11B-27 — RAMPS AND SIDEWALKS |
557 | FIGURE 11B-28 — OVERHANGING OBSTRUCTION |
558 | FIGURE 11B-29 — DOOR CONSTRUCTION |
559 | FIGURE 11B-30 — VESTIBULE |
560 | FIGURE 11B-31 — VESTIBULE(SERVING OTHER THAN REQUIRED EXIT STAIRWAY) |
561 | FIGURE 11B-32 — THRESHOLDS |
562 | FIGURE 11B-33 — CLEAR DOOR WIDTH AND DEPTH |
563 | FIGURE 11B-34 — CORRIDOR OVER 200 FEET (60 960 mm) |
564 | FIGURE 11B-35 — WARNING STRIPING AND HANDRAIL EXTENSIONS |
565 | FIGURE 11B-36 — STAIR HANDRAILS |
566 | FIGURE 11B-37 — STAIR HANDRAILS |
567 | FIGURE 11B-38 — RAMP DIMENSIONS |
568 | FIGURE 11B-39 — RAMP LANDING AND DOORWAY |
569 | FIGURE 11B-40 — CLEANER AIR SYMBOL |
570 | FIGURE 11B-40A — MINIMUM DIMENSIONS OF ELEVATOR CARS |
571 | FIGURE 11B-40B — ELEVATOR CONTROL PANEL |
572 | FIGURE 11B-40C — HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11B-40D — GRAPH OF TIMING EQUATION |
573 | CALIFORNIA BUILDING CODE—MATRIX ADOPTION TABLE CHAPTER 11C—STANDARDS FOR CARD READERS AT GASOLINE FUEL-DISPENSING FACILITIES |
575 | CHAPTER 11C STANDARDS FOR CARD READERS AT GASOLINE FUEL-DISPENSING FACILITIES SECTION 1101C CARD-READER DEVICES AT FUEL-DISPENSING EQUIPMENT SECTION 1102C APPLICATION SECTION 1103C NUMBER OF ACCESSIBLE CARD-READING DEVICES REQUIRED SECTION 1104C REQUIRED FEATURES |
576 | SECTION 1105C PROTECTION OF DISPENSERS MOUNTED AT GRADE |
577 | FIGURE 11C-1 CARD READERS MOUNTED IN FUEL DISPENSERS |
578 | FIGURE 11C-2 CARD READERS LOCATED ON FREE-STANDING PEDESTALS |
579 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT |
581 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
582 | SECTION 1204 TEMPERATURE CONTROL |
583 | SECTION 1205 LIGHTING SECTION 1206 YARDS OR COURTS |
584 | SECTION 1207 [HCD] SOUND TRANSMISSION |
586 | SECTION 1208 INTERIOR SPACE DIMENSIONS |
587 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 SURROUNDING MATERIALS SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS |
588 | SECTION 1212 Reserved 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 |
589 | SECTION 1224 [OSHPD 1] HOSPITALS |
594 | TABLE 1224.1 ACCEPTABLE CEILING AND CARPET LOCATIONS |
595 | TABLE 1224.1—continued ACCEPTABLE CEILING AND CARPET LOCATIONS |
596 | TABLE 1224.2 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1 |
615 | SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES |
620 | SECTION 1226 [OSHPD 3] CLINICS |
623 | SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS |
628 | SECTION 1228 Reserved SECTION 1229 Reserved SECTION 1230 [CSA] MINIMUM STANDARDS FOR JUVENILE FACILITIES |
630 | TABLE 1230 AREQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES |
632 | SECTION 1231 [CSA] LOCAL DETENTION |
633 | TABLE 1231 AREQUIRED SPACES AND EQUIPMENT IN LOCAL DETENTION FACILITIES |
637 | SECTION 1232 Reserved SECTION 1233 Reserved |
638 | SECTION 1234 Reserved SECTION 1235 [DHS] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS) SECTION 1236 [DHS] LABORATORY ANIMAL QUARTERS SECTION 1237 [DHS] WILD ANIMAL QUARANTINE FACILITIES |
639 | SECTION 1238 Reserved SECTION 1239 Reserved SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS |
640 | TABLE 1240.15.1 SECTION 1241 [AGR]COLLECTION CENTERS AND FACILITIES |
641 | SECTION 1242 [AGR] RENDERERS SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS |
642 | SECTION 1244 Reserved SECTION 1245 Reserved SECTION 1246 Reserved SECTION 1247 Reserved SECTION 1248 Reserved SECTION 1249 Reserved SECTION 1250 [CA] PHARMACIES SECTION 1251 [CA] VETERINARY FACILITIES |
643 | SECTION 1252 [CA] BARBER COLLEGES AND SHOPS SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS SECTION 1254 [CA] ACUPUNCTURE OFFICES |
645 | CHAPTER 13 ENERGY EFFICIENCY |
647 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS |
649 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
650 | SECTION 1404 MATERIALS SECTION 1405 INSTALLATION OF WALL COVERINGS |
651 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
654 | SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS |
655 | SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
656 | SECTION 1408 [DSA-SS & OSHPD 1, 2 AND 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER |
657 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES |
659 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION |
660 | SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.2.1 ROOF COVERING CLASSIFICATION USING ALTERNATIVE METHOD |
661 | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH GRAVEL OR STONE 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 |
662 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
663 | TABLE 1507.2.9.2 VALLEY LINING MATERIAL |
665 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c |
666 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
667 | TABLE 1507.7.5 SLATE SHINGLE HEADLAP |
668 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
669 | TABLE 1507.8.6 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.9.5 WOOD SHAKE MATERIAL REQUIREMENTS |
670 | TABLE 1507.9.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
671 | SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES |
672 | SECTION 1510 REROOFING |
673 | SECTION 1511 [DSA-SS & OSHPD 1, 2 and 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS |
675 | INDEX |
707 | HISTORY NOTE APPENDIX CALIFORNIA BUILDING CODE |