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CA LACountyy BuildingCode Vol1and2 2014

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County of Los Angeles Building Code, Volume 1 & 2

Published By Publication Date Number of Pages
CA 2014 1784
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This package includes the 2014 Los Angeles County amendment pages and the 2013 California Building Code (Title 24, Part 2, Volumes 1 & 2).

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PDF Pages PDF Title
1 2014 COUNTY OF LOAS ANGELES BUILDING CODE VOLUME 1
2 2014 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 1 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2013 CBC AND 2012 IBC® TITLE PAGE
3 COPYRIGHT
4 PREFACE
ACKNOWLEDGEMENTS
5 CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
6 PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS
8 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DISTRICT OFFICES
9 CITY OFFICES
10 MARGINAL MARKINGS
12 EFFECTIVE USE OF THE IBC/CBC
22 HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
24 CALIFORNIA MATRIX ADOPTION TABLES
26 TABLE OF CONTENTS
42 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – ADMINISTRATION
43 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – ADMINISTRATION—continued
44 CHAPTER 1 ADMINISTRATION
SECTION 100 ADOPTION BY REFERENCE
SECTION 101 TITLE, PURPOSE AND INTENT
45 SECTION 102 UNSAFE BUILDINGS
47 SECTION 103 VIOLATIONS AND PENALTIES
SECTION 104 ORGANIZATION AND ENFORCEMENT
49 SECTION 105 APPEALS BOARDS
50 SECTION 106 PERMITS
54 SECTION 107 FEES
59 SECTION 108 INSPECTIONS
61 SECTION 109 USE AND OCCUPANCY
SECTION 110 PROHIBITED USES OF BUILDING SITES
64 SECTION 111 ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORTS
65 SECTION 112 EARTHQUAKE FAULT MAPS
SECTION 113 EARTHQUAKE FAULTS
66 SECTIONS 114 THROUGH 118 ARE HEREBY RESERVED
SECTION 119 APPLICATION OF STATE AGENCIES
SECTION 1.2 BUILDING STANDARDS COMMISSION
67 SECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS
SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS
SECTION 1.5 RESERVED
68 SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE
SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH
SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS
69 SECTION 1.8.3 LOCAL ENFORCING AGENCY
70 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
SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION
72 SECTION 1.8.8 APPEALS BOARD
SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES
73 SECTION 1.8.10 OTHER BUILDING REGULATIONS
SECTION 1.9 DIVISION OF THE STATE ARCHITECT
75 SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
77 SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL
81 SECTION 1.12 STATE LIBRARIAN
SECTION 1.13 RESERVED
SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION
82 TABLE 1-A BUILDING PERMIT FEES*1,2,3
TABLE 1-B GRADING PERMIT FEES
TABLE 1-C GRADING PLAN CHECK FEES
83 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
84 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
85 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
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 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
138 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
139 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION—continued
140 CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A
141 SECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F
142 SECTION 307 HIGH-HAZARD GROUP H
144 [F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
145 [F] TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
146 [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
147 SECTION 308 INSTITUTIONAL GROUP I
148 SECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R
150 SECTION 311 STORAGE GROUP S
151 SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
SECTION 313 LABORATORIES GROUP L [SFM]
152 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY
153 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
154 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
155 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
156 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
158 CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
162 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
163 TABLE 403.2.4 MINIMUM BOND STRENGTH
165 SECTION 404 ATRIUMS
SECTION 405 UNDERGROUND BUILDINGS
167 SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
168 TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
171 SECTION 407 GROUP I-2
174 SECTION 408 GROUP I-3
179 SECTION 409 MOTION PICTURE PROJECTION ROOMS
180 SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
182 SECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
184 [F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
185 SECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS
186 [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
187 [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
188 [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
189 [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
191 [F] TABLE 415.5.2 DETACHED BUILDING REQUIRED
194 [F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
199 SECTION 416 APPLICATION OF FLAMMABLE FINISHES
200 SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE/WORK UNITS
201 SECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R3.1 and R-4
204 SECTION 421 HYDROGEN CUTOFF ROOMS
SECTION 422 AMBULATORY CARE FACILITIES
205 SECTION 423 STORM SHELTERS
SECTION 424 CHILDREN’S PLAY STRUCTURES
SECTION 425 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM]
208 SECTION 426 GROUP I-4 [SFM]
209 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]
210 SECTION 433 FIXED GUIDEWAY TRANSIT SYSTEMS [SFM]
213 SECTION 434 EXPLOSIVES [SFM]
216 SECTION 435 RESERVED
SECTION 436 WINERY CAVES [SFM]
217 SECTION 437 RESERVED
SECTION 438 RESERVED
SECTION 439 PUBLIC LIBRARIES [SL AND SFM]
218 SECTION 440 GROUP C [SFM]
220 SECTION 441 RESERVED
SECTION 442 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E DAY CARE
221 SECTION 443 GROUP L [SFM]
224 TABLE 443.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE
SECTION 444 RESERVED
SECTION 445 LARGE FAMILY DAY-CARE HOMES [SFM]
226 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS
228 CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
229 TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa, b Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of “Area, building,” per story
230 TABLE 503—continued ALLOWABLE BUILDING HEIGHTS AND AREASa, b
FIGURE 5-1
231 SECTION 504 BUILDING HEIGHT
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
232 SECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2
EQUATION 5-3
234 SECTION 507 UNLIMITED AREA BUILDINGS
235 SECTION 508 MIXED USE AND OCCUPANCY
236 SECTION 509 INCIDENTAL USES
237 TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 510 SPECIAL PROVISIONS
238 TABLE 509 INCIDENTAL USES
242 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION
244 CHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION
245 TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
246 SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
248 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES
250 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
251 SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
253 SECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
254 FIGURE 705.7 EQUIVALENT OPENING FACTOR
EQUATION 7-1
255 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
256 EQUATION 7-2
257 SECTION 706 FIRE WALLS
258 TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
259 SECTION 707 FIRE BARRIERS
260 TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
261 SECTION 708 FIRE PARTITIONS
262 SECTION 709 SMOKE BARRIERS
SECTION 710 SMOKE PARTITIONS
263 SECTION 711 HORIZONTAL ASSEMBLIES
264 SECTION 712 VERTICAL OPENINGS
265 SECTION 713 SHAFT ENCLOSURES
267 SECTION 714 PENETRATIONS
270 SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
271 SECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
273 TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
274 TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
276 TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
277 SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING
282 SECTION 718 CONCEALED SPACES
284 SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
285 SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
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 SYSTEM
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
309 SECTION 722 CALCULATED FIRE RESISTANCE
310 TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
311 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
EQUATION 7-4
312 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
313 TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
314 EQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
315 FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
316 TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
317 TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
318 EQUATION 7-6
TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
319 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)
EQUATION 7-8
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
320 TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
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
321 TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
322 EQUATION 7-12
EQUATION 7-13
FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
323 FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
EQUATION 7-14
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
324 FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
325 TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE
326 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
327 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
328 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
329 TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
330 TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
331 TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
332 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)]
333 TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMALWEIGHT 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)]
334 EQUATION 7-15
EQUATION 7-16
335 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17
336 EQUATION 7-18
TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21
337 TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
338 FIGURE 722.6.3(1) LOAD FIGURE
FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS
340 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
342 CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
SECTION 701A SCOPE, PURPOSE AND APPLICATION
343 SECTION 702A DEFINITIONS
344 SECTION 703A STANDARDS OF QUALITY
SECTION 704A IGNITION-RESISTANT CONSTRUCTION
345 SECTION 705A ROOFING
SECTION 706A VENTS
SECTION 707A EXTERIOR COVERING
347 SECTION 708A EXTERIOR WINDOWS AND DOORS
348 SECTION 709A DECKING
SECTION 710A ACCESSORY STRUCTURES
350 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES
352 CHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES
354 TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
355 SECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
356 SECTION 806 DECORATIVE MATERIALS AND TRIM
SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS
358 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS
359 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
360 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
361 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
362 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
363 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
364 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
366 CHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS
367 SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
369 [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
371 [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
375 SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
377 SECTION 905 STANDPIPE SYSTEMS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE
380 SECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
381 [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
396 [F] TABLE 907.5.2.3.3 VISIBLE ALARMS
398 SECTION 908 EMERGENCY ALARM SYSTEMS
399 SECTION 909 SMOKE CONTROL SYSTEMS
401 EQUATION 9-1
EQUATION 9-2
EQUATION 9-3
408 SECTION 910 SMOKE AND HEAT REMOVAL
409 EQUATION 9-4
[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
410 SECTION 911 FIRE COMMAND CENTER
411 SECTION 912 FIRE DEPARTMENT CONNECTIONS
412 SECTION 913 FIRE PUMPS
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
414 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS
415 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
416 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
417 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
418 CHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS
420 SECTION 1004 OCCUPANT LOAD
421 TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 MEANS OF EGRESS SIZING
422 SECTION 1006 MEANS OF EGRESS ILLUMINATION
423 SECTION 1007 ACCESSIBLE MEANS OF EGRESS
426 SECTION 1008 DOORS, GATES AND TURNSTILES
427 TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
433 SECTION 1009 STAIRWAYS
437 SECTION 1010 RAMPS
439 SECTION 1011 EXIT SIGNS
440 SECTION 1012 HANDRAILS
441 SECTION 1013 GUARDS
443 SECTION 1014 EXIT ACCESS
TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
444 SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
445 SECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa
446 SECTION 1017 AISLES
SECTION 1018 CORRIDORS
447 TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1018.2 MINIMUM CORRIDOR WIDTH
448 SECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS
449 TABLE 1021.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS
450 TABLE 1021.2(1) (IFC [B] TABLE 1021.2(1)) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2, R-3 AND R-4 OCCUPANCIES
TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
451 SECTION 1023 EXIT PASSAGEWAYS
452 SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
453 SECTION 1025 HORIZONTAL EXITS
454 SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS
455 SECTION 1027 EXIT DISCHARGE
456 SECTION 1028 ASSEMBLY
457 TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
459 TABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
461 SECTION 1029 EMERGENCY ESCAPE AND RESCUE
464 CHAPTER 11 RESERVED
466 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY
468 CHAPTER 11A HOUSING ACCESSIBILITY
DIVISION I – APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS
SECTION 1101A APPLICATION
SECTION 1102A BUILDING ACCESSIBILITY
469 SECTION 1103A DESIGN AND CONSTRUCTION
SECTION 1104A COVERED MULTIFAMILY DWELLINGS
470 SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES
SECTION 1106A SITE AND BUILDING CHARACTERISTICS
SECTION 1107A DEFINITIONS
471 DIVISION II – EXTERIOR FACILITIES
SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL
SECTION 1109A PARKING FACILITIES
473 SECTION 1110A EXTERIOR ROUTES OF TRAVEL
474 SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES
SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE
475 SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
476 SECTION 1115A EXTERIOR STAIRWAYS
477 SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES
478 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
SECTION 1120A INTERIOR ACCESSIBLE ROUTES
479 SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
480 SECTION 1123A INTERIOR STAIRWAYS
481 SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
483 SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES
SECTION 1126A DOORS
485 SECTION 1127A COMMON USE FACILITIES
493 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
495 SECTION 1133A KITCHENS
496 SECTION 1134A BATHING AND TOILET FACILITIES
499 SECTION 1135A LAUNDRY ROOMS
SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
500 DIVISION V – FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS
SECTION 1137A OTHER FEATURES AND FACILITIES
SECTION 1138A SPACE ALLOWANCES AND REACH RANGES
502 SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS
503 SECTION 1140A ACCESSIBLE TELEPHONES
SECTION 1141A ACCESSIBLE SWIMMING POOLS
504 SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
SECTION 1143A SIGNAGE
505 TABLE 1143A.5 VISUAL CHARACTER HEIGHT
506 TABLE 1143A.7.1 BRAILLE DIMENSIONS
SECTION 1144A RESERVED
SECTION 1145A RESERVED
SECTION 1146A RESERVED
SECTION 1147A RESERVED
SECTION 1148A RESERVED
SECTION 1149A RESERVED
507 DIVISION VI – SITE IMPRACTICALITY TESTS
SECTION 1150A SITE IMPRACTICALITY TESTS
TEST NO. 1—INDIVIDUAL BUILDING TEST
TEST NO. 2—SITE ANALYSIS TEST
508 TEST NO. 3—UNUSUAL CHARACTERISTICS TEST
509 DIVISION VII – FIGURES
FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL
510 FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION
511 FIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS
512 FIGURE 11A-1D WHEELCHAIR TURNING SPACE
FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH
513 FIGURE 11A-1F CHANGE IN LEVEL
514 FIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
515 FIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES
516 FIGURE 11A-1I FORWARD REACH
517 FIGURE 11A-1J SIDE REACH
518 FIGURE 11A-1K
519 FIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE
520 FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS
521 FIGURE 11A-2C DIAGONAL PARKING STALLS
522 FIGURE 11A-3A CURB DETAILS
523 FIGURE 11A-3B CURB DETAIL
524 FIGURE 11A-3C CURB DETAIL
525 FIGURE 11A-3D CURB DETAIL
526 FIGURE 11A-3E CURB DETAIL
527 FIGURE 11A-3F CURB DETAIL – SIDDEWALK LESS THAN 60”³ WIDE
FIGURE 11A-3G CURB DETAIL
528 FIGURE 11A-3H CURB DETAIL
FIGURE 11A-3I CURB DETAIL
529 FIGURE 11A-3J CURB DETAIL
FIGURE 11A-3K CURB DETAIL
530 FIGURE 11A-3L CURB SECTIONS
531 FIGURE 11A-5A RAMPS AND SIDEWALKS
532 FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS
533 FIGURE 11A-6B STAIR HANDRAILS
534 FIGURE 11A-6C RAMP DIMENSIONS
535 FIGURE 11A-6D RAMP LANDING AND DOORWAY
536 FIGURE 11A-6D RAMP LANDING AND DOORWAY
537 FIGURE 11A-6E STAIR HANDRAILS
538 FIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS
539 FIGURE 11A-7B ELEVATOR CONTROL PANEL
540 FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES
FIGURE 11A-7D GRAPH OF TIMING EQUATION
541 FIGURE 11A-8A FRONT APPROACHES—SWINGING DOORS
FIGURE 11A-8B HINGE SIDE APPROACHES—SWINGING DOORS
542 FIGURE 11A-8C LATCH SIDE APPROACH—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
543 FIGURE 11A-8G VESTIBULE
544 FIGURE 11A-8H VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY)
545 FIGURE 11A-8I THRESHOLDS
FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR
FIGURE 11A-8K RAMP AT SECONDARY EXTERIOR DOOR
546 FIGURE 11A-9A TOILET FACILITIES
547 FIGURE 11A-9B WATER CLOSETS
548 FIGURE 11A-9C GRAB BARS
549 FIGURE 11A-9D KNEE AND TOE SPACE
550 FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS
551 FIGURE 11A-9F GRAB BARS AT BATHTUBS
552 FIGURE 11A-9G REINFORCEMENT FOR GRAB BARS
553 FIGURE 11A-9H STANDARD ROLL-IN SHOWER
554 FIGURE 1A-9I SHOWER SEATS AND GRAB BARS
555 FIGURE 11A-9J OPEN SHOWER
556 FIGURE 11A-9K ALTERNATE ROLL-IN SHOWER
557 FIGURE 11A-9L SHOWER WITH WATER CLOSET
FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET
558 FIGURE 11A-10A KITCHEN SPECIFICATIONS
559 FIGURE 11A-11A DRINKING FOUNTAINS
560 FIGURE 11A-11B MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES
561 FIGURE 11A-1E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
562 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING
564 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
11B-105 REFERENCED STANDARDS
11B-106 DEFINITIONS
FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES
566 11B-107 SPECIAL CONDITIONS APPEALS ACTION
11B-108 MAINTENANCE OF ACCESSIBLE FEATURES
567 DIVISION 2: SCOPING REQUIREMENTS
11B-201 APPLICATION
11B-202 EXISTING BUILDINGS AND FACILITIES
569 11B-203 GENERAL EXCEPTIONS
570 11B-204 PROTRUDING OBJECTS
11B-205 OPERABLE PARTS
11B-206 ACCESSIBLE ROUTES
574 11B-207 ACCESSIBLE MEANS OF EGRESS
11B-208 PARKING SPACES
575 TABLE 11B-208.2 PARKING SPACES
576 11B-209 PASSENGER LOADING ZONES AND BUS STOPS
11B-210 STAIRWAYS
11B-211 DRINKING FOUNTAINS
577 11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS
11B-213 TOILET FACILITIES AND BATHING FACILITIES
578 11B-214 WASHING MACHINES AND CLOTHES DRYERS
11B-215 FIRE ALARM SYSTEMS
11B-216 SIGNS
580 11B-217 TELEPHONES
TABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES
581 11B-218 TRANSPORTATION FACILITIES
11B-219 ASSISTIVE LISTENING SYSTEMS
582 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
584 11B-222 DRESSING, FITTING AND LOCKER ROOMS
11B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES
585 11B-224 TRANSIENT LODGING GUEST ROOMS
586 TABLE 11B-224.2 GUEST ROOMS WITH MOBILITY FEATURES
TABLE 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES
11B-225 STORAGE
587 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
588 11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES AND FUEL DISPENSERS
11B-229 WINDOWS
11B-230 TWO-WAY COMMUNICATION SYSTEMS
11B-231 JUDICIAL FACILITIES
11B-232 DETENTION FACILITIES AND CORRECTIONAL FACILITIES
589 11B-233 RESIDENTIAL FACILITIES
591 11B-234 AMUSEMENT RIDES
11B-235 RECREATIONAL BOATING FACILITIES
TABLE 11B-235.2 BOAT SLIPS
592 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
593 TABLE 11B-240.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES
11B-241 SAUNAS AND STEAM ROOMS
11B-242 SWIMMING POOLS, WADING POOLS, AND SPAS
11B-243 SHOOTING FACILITIES WITH FIRING POSITIONS
11B-244 RELIGIOUS FACILITIES
594 11B-245 COMMERCIAL FACILITIES LOCATED IN PRIVATE RESIDENCES
11B-246 OUTDOOR DEVELOPED AREAS
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
596 11B-304 TURNING SPACE
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
597 FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH
FIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH
11B-306 KNEE AND TOE CLEARANCE
FIGURE 11B-306.2 TOE CLEARANCE
598 FIGURE 11B-306.3 KNEE CLEARANCE
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
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
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-406.5.7 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 ENTRANCE
FIGURE 11B-407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES
615 TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
616 FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
617 TABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION
618 11B-408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS
619 FIGURE 11B-408.4.1 LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS
11B-409 PRIVATE RESIDENCE ELEVATORS
FIGURE 11B-409.4.6.2 LOCATION OF PRIVATE RESIDENCE ELEVATOR CONTROL PANEL
620 11B-410 PLATFORM LIFTS
FIGURE 11B-410.6 PLATFORM LIFT DOORS AND GATES
621 DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS
11B-501 GENERAL
11B-502 PARKING SPACES
FIGURE 11B-502.2 VEHICLE PARKING SPACES
622 FIGURE 11B-502.3 PARKING SPACE ACCESS AISLE
623 FIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION
624 11B-503 PASSENGER DROP-OFF AND LOADING ZONES
FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE
625 11B-504 STAIRWAYS
FIGURE 11B-504.5 STAIR NOSINGS
11B-505 HANDRAILS
626 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
627 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
628 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
629 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
630 FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS
FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS
631 FIGURE 11B-604.7 DISPENSER OUTLET LOCATION
FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR
632 FIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END-OPENING DOOR
FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS
11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT
633 FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE
TABLE 11B-604.9 SUGGESTED DIMENSIONS FOR CHILDREN’S USE
634 11B-605 URINALS
FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS
11B-606 LAVATORIES AND SINKS
11B-607 BATHTUBS
635 FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS
636 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
FIGURE 11B-607.5 BATHTUB CONTROL LOCATION
637 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
FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER
638 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
FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION
639 11B-609 GRAB BARS
FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION
FIGURE 11B-609.3 SPACING OF GRAB BARS
11B-610 SEATS
640 FIGURE 11B-610.2 BATHTUB SEATS
FIGURE 11B-610.3 EXTENT OF SEAT
FIGURE 11B-610.3.1 RECTANGULAR SHOWER SEAT
FIGURE 11B-610.3.2 L-SHAPED SHOWER SEAT
11B-611 WASHING MACHINES AND CLOTHES DRYERS
641 FIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING
11B-612 SAUNAS AND STEAM ROOMS
642 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
643 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
644 FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS
TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT
645 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
646 FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE
FIGURE 11B-703.7.2.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
FIGURE 11B-703.7.2.5 CLEANER AIR SYMBOL
647 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
648 FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES
649 FIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE
11B-706 ASSISTIVE LISTENING SYSTEMS
11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES
650 FIGURE 11B-707.6.2 NUMERIC KEY LAYOUT
651 11B-708 TWO-WAY COMMUNICATION SYSTEMS
652 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
653 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 AND KITCHENETTES
654 FIGURE 11B-804.2.1 PASS THROUGH KITCHENS
FIGURE 11B-804.2.2 U-SHAPED KITCHENS
655 11B-805 MEDICAL CARE AND LONG-TERM FACILITIES
656 11B-806 TRANSIENT LODGING GUEST ROOMS
11B-807 HOLDING CELLS AND HOUSING CELLS
657 11B-808 COURTROOMS
11B-809 RESIDENTIAL DWELLING UNITS
658 11B-810 TRANSPORTATION FACILITIES
FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS
FIGURE 11B-810.3 BUS SHELTERS
659 FIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS
11B-811 STORAGE
660 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
661 FIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS
FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS
662 DIVISION 10: RECREATION FACILITIES
11B-1001 GENERAL
11B-1002 AMUSEMENT RIDES
FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDES
663 11B-1003 RECREATIONAL BOATING FACILITIES
664 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
665 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
666 11B-1004 EXERCISE MACHINES AND EQUIPMENT
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
667 11B-1007 MINIATURE GOLF FACILITIES
FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA
11B-1008 PLAY AREAS
669 FIGURE 11B-1008.3.1 TRANSFER PLATFORMS
FIGURE 11B-1008.3.2 TRANSFER STEPS
11B-1009 SWIMMING POOLS, WADING POOLS, AND SPAS
670 FIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION
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
671 FIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH
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
672 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
673 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
674 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT
676 CHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION
678 SECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING
679 SECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS
680 SECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
681 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
682 SECTION 1219 RESERVED
SECTION 1220 RESERVED
SECTION 1221 RESERVED
SECTION 1222 RESERVED
SECTION 1223 RESERVED
SECTION 1224 [OSHPD 1] HOSPITALS
685 TABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1, 6
686 TABLE 1224.4.6.5 [OSHPD 1, 2, 3 & 4] LOCATION OF NURSE CALL DEVICES KEY: · Required
688 TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
690 TABLE 1224.5 SOUND TRANSMISSION LIMITATIONS IN ACUTE CARE GENERAL HOSPITALS
713 SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES
721 SECTION 1226 [OSHPD 3] CLINICS
731 SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS
736 SECTION 1228 RESERVED
SECTION 1229 RESERVED
SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES
738 TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
740 SECTION 1231 [BSCC] LOCAL DETENTION
742 TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
746 SECTION 1232 RESERVED
SECTION 1233 RESERVED
SECTION 1234 RESERVED
SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS)
747 SECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS
SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES
SECTION 1238 RESERVED
748 SECTION 1239 RESERVED
SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS
749 TABLE 1240.15.1
SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES
SECTION 1242 [AGR] RENDERERS
750 SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS
SECTION 1244 RESERVED
SECTION 1245 RESERVED
SECTION 1246 RESERVED
SECTION 1247 RESERVED
SECTION 1248 RESERVED
SECTION 1249 RESERVED
SECTION 1250 [CA] PHARMACIES
751 SECTION 1251 [CA] VETERINARY FACILITIES
SECTION 1252 [CA] BARBER COLLEGES AND SHOPS
752 SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS
SECTION 1254 [CA] ACUPUNCTURE OFFICES
754 CHAPTER 13 ENERGY EFFICIENCY
756 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS
758 CHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS
759 SECTION 1404 MATERIALS
760 SECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
761 TABLE 1405.3.1 CLASS III VAPOR RETARDERS
765 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
766 SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
767 TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS
768 SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
769 SECTION 1410 [DSA-SS & DSA-SS/CC, OSHPD 1, 2 & 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER
772 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
774 CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION
775 SECTION 1504 PERFORMANCE REQUIREMENTS
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
776 TABLE 1505.1a MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
777 SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
778 TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
779 TABLE 1507.2.9.2 VALLEY LINING MATERIAL
780 TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
781 TABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
783 TABLE 1507.7.6 SLATE SHINGLE HEADLAP
784 TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
785 TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
786 TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
787 TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
788 TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES
791 SECTION 1510 REROOFING
SECTION 1511 SOLAR PHOTOVOLTAIC PANELS/MODULES
SECTION 1512 [DSA-SS & DSA-SS/CC, OSHPD 1, 2 & 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS
794 INDEX
834 HISTORY NOTE APPENDIX
836 NEW TOOLS HELP YOU MASTER THE NEW CALIFORNIA CODES
838 2014 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2
839 2014 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2013 CBC AND 2012 IBC® TITLE PAGE
840 COPYRIGHT
841 PREFACE
ACKNOWLEDGEMENTS
842 CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
843 PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS
845 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DISTRICT OFFICES
846 CITY OFFICES
847 MARGINAL MARKINGS
849 EFFECTIVE USE OF THE IBC/CBC
859 HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
861 CALIFORNIA MATRIX ADOPTION TABLES
863 TABLE OF CONTENTS
879 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
881 CHAPTER 16: STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
882 SECTION 1603 CONSTRUCTION DOCUMENTS
883 SECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITS
885 TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605 LOAD COMBINATIONS
886 EQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16
887 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
888 TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCETRATED LIVE LOADS
889 TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
891 EQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR
EQUATION 16-24
EQUATION 16-25
892 EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32
893 SECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS FOR ALASKAN LOCATIONS
894 FIGURE 1608.2 GROUND SNOW LOADS FOR THE UNITED STATES
895 FIGURE 1608.2-CONTINUED GROUND SNOW LOADS FOR THE UNITED STATES
896 SECTION 1609 WIND LOADS
897 TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS
898 FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
899 FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS FOR RIS CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
900 FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
901 EQUATION 16-34
902 EQUATION 16-35
903 TABLE 1609.6.2 NET PRESSURE COEFFICIENTS
904 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
905 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
906 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
SECTION 1610 SOIL LATERAL LOADS
907 SECTION 1611 RAIN LOADS
EQUATION 16-36
TABLE 1610.1 LATERAL SOIL LOAD
908 FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
909 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
910 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
911 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
912 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
913 SECTION 1612 FLOOD LOADS
914 SECTION 1613 EARTHQUAKE LOADS
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a
915 EQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F v a
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
916 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
917 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
918 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
919 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
920 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
921 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
922 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
923 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
928 SECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY
930 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
931 EQUATION 16-41
EQUATION 16-42
SECTION 1616 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
937 TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
939 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
941 CHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS
942 SECTION 1603A CONSTRUCTION DOCUMENTS
943 SECTION 1604A GENERAL DESIGN REQUIREMENTS
944 TABLE 1604A.3 DEFLECTION LIMITSa, b, c, h, i
945 TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1,3,4
946 TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
947 SECTION 1605A LOAD COMBINATIONS
EQUATION 16A-1
EQUATION 16A-2
EQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 16A-7
948 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
EQUATION 16A-17
EQUATION 16A-18
EQUATION 16A-19
EQUATION 16A-20
949 EQUATION 16A-21
EQUATION 16A-22
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS
951 TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
952 TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS
EQUATION 16A-22
953 TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR, K
EQUATION 16A-24
EQUATION 16A-25
954 EQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28
EQUATION 16A-29
EQUATION 16A-30
EQUATION 16A-31
EQUATION 16A-32
955 SECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS
956 FIGURE 1608.A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
957 FIGURE 1608.A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
958 TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
959 EQUATION 16A-33
TABLE 1609A.3.1 WIND SPEED CONVERSIONSa, b, c
960 FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
961 FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
962 FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
963 EQUATION 16A-34
964 EQUATION 16-35
965 TABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cneta, b
966 TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
967 TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
968 TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610A SOIL LATERAL LOADS
SECTION 1611A RAIN LOADS
EQUATION 16A-36
969 TABLE 1610A.1 LATERAL SOIL LOAD
970 FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
971 FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
972 FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
973 FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
974 FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
975 SECTION 1612A FLOOD LOADS
976 SECTION 1613A EARTHQUAKE LOADS
EQUATION 16A-37
EQUATION 16A-38
977 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
978 TABLE 1613A.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS
TABLE 1613A.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
SECTION 1614A ATMOSPHERIC ICE LOADS
SECTION 1615A STRUCTURAL INTEGRITY
979 EQUATION 16A-41
FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
980 EQUATION 16A-42
SECTION 1616A MODIFICATIONS TO ASCE 7
981 EQUATION 12.12-1
987 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
989 CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS
990 SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
992 SECTION 1705 REQUIRED VERIFICATION AND INSPECTION
TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
993 TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
995 TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
996 TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
1000 SECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD
SECTION 1709 IN-SITU LOAD TESTS
1001 SECTION 1710 PRECONSTRUCTION LOAD TESTS
1002 SECTION 1711 MATERIAL AND TEST STANDARDS
1003 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
1005 CHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL
SECTION 1702A DEFINITIONS
1006 SECTION 1703A APPROVALS
1007 SECTION 1704A SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
1008 SECTION 1705A REQUIRED VERIFICATION AND INSPECTION
1009 TABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
1011 TABLE 1705A.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
1013 TABLE 1705A.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
1014 TABLE 1705A.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
1019 SECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE
SECTION 1708A TEST SAFE LOAD
SECTION 1709A IN-SITU LOAD TESTS
SECTION 1710A PRECONSTRUCTION LOAD TESTS
1020 SECTION 1711A MATERIAL AND TEST STANDARDS
1023 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
1025 CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS
1028 SECTION 1804 EXCAVATION, GRADING AND FILL
1029 SECTION 1805 DAMPPROOFING AND WATERPROOFING
1030 SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
1031 TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1032 TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
1033 TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
1034 TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
1035 TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c
1036 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
1037 EQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS
1039 FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT
1040 TABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS
FIGURE 1809.3 STEPPED FOOTING
1041 TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
1042 SECTION 1810 DEEP FOUNDATIONS
1044 TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1046 EQUATION 18-4
1048 EQUATION 18-5
1049 EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11
1055 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
1057 CHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A DEFINITIONS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS
1060 SECTION 1804A EXCAVATION, GRADING AND FILL
1061 SECTION 1805A DAMPPROOFING AND WATERPROOFING
1063 SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1064 EQUATION 18A-1
EQUATION 18A-2
EQUATION 18A-3
1065 SECTION 1808A FOUNDATIONS
1066 FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
1067 TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT
TABLE 1808A.8.2 MINIMUM CONCRETE COVER
1068 SECTION 1809A SHALLOW FOUNDATIONS
SECTION 1810A DEEP FOUNDATIONS
1071 TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1073 EQUATION 18A-4
1075 EQUATION 18A-6
EQUATION 18A-7
EQUATION 18A-8
EQUATION 18-9
EQUATION 18-10
1076 EQUATION 18A-11
1081 SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
1083 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
1084 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE — continued
1085 CHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
1086 SECTION 1905 MODIFICATIONS TO ACI 318
1087 TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE
1090 SECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN
EQUATION 19-1
1091 TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1092 SECTION 1910 SHOTCRETE
1093 SECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
1094 SECTION 1913 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1099 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
1101 CHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
1102 SECTION 1904A DURABILITY REQUIREMENTS
1103 TABLE 1904A.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904A.2 WEATHERING PROBABILITY MAP FOR CONCRETE
1104 SECTION 1905A MODIFICATIONS TO ACI 318
1107 SECTION 1906A STRUCTURAL PLAIN CONCRETE
SECTION 1907A MINIMUM SLAB PROVISIONS
SECTION 1908A ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN
EQUATION 19A-1
SECTION 1909A ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1108 TABLE 1908A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1910A SHOTCRETE
1109 SECTION 1911A REINFORCED GYPSUM CONCRETE
1110 SECTION 1912A CONCRETE-FILLED PIPE COLUMNS
SECTION 1913A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
1112 SECTION 1914A EXISTING CONCRETE STRUCTURES
1113 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
1115 CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION
1117 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
1119 CHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS
1121 SECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS
1122 SECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE
1123 TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
1124 SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
SECTION 2108 STRENGTH DESIGN OF MASONRY
1125 SECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2
1126 TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
1127 SECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES
1128 FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
1129 SECTION 2112 MASONRY HEATERS
1130 SECTION 2113 MASONRY CHIMNEYS
1132 TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
1133 FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
1134 FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1136 TABLE 2114.11.1 MINIMUM THICKNESS OF MASONRY WALLS1, 2 [DSA-SS/CC]
1139 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
1141 CHAPTER 21A MASONRY
SECTION 2101A GENERAL
1142 SECTION 2102A DEFINITIONS AND NOTATIONS
1143 SECTION 2103A MASONRY CONSTRUCTION MATERIALS
1144 TABLE 2103A.11 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION
1147 SECTION 2105A QUALITY ASSURANCE
1148 TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
1149 SECTION 2106A SEISMIC DESIGN
1150 SECTION 2107A ALLOWABLE STRESS DESIGN
EQUATION 21A-1
1151 TABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS
SECTION 2108A STRENGTH DESIGN OF MASONRY
SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA.
SECTION 2110A GLASS UNIT MASONRY
SECTION 2111A MASONRY FIREPLACES
1153 FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS
SECTION 2112A MASONRY HEATERS
1154 SECTION 2113A MASONRY CHIMNEYS
1157 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.16 FLUE SIZES FOR MASONRY CHIMNEYS
1158 FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS
SECTION 2114A NONBEARING WALLS
SECTION 2115A MASONRY SCREEN WALLS
1161 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
1163 CHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
1164 SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS
1165 SECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1166 SECTION 2212 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1169 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
1171 CHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS
1172 SECTION 2205A STRUCTURAL STEEL
1173 SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS
1174 SECTION 2208A STEEL CABLE STRUCTURES
SECTION 2209A STEEL STORAGE RACKS
1175 SECTION 2210A COLD-FORMED STEEL
SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2212A [DSA-SS]LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES
1176 EQUATION 22A-1
SECTION 2213A TESTING AND FIELD VERIFICATION
1177 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
1179 CHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
1180 SECTION 2303 MINIMUM STANDARDS AND QUALITY
1184 SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
1185 TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
1186 TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
1187 TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
TABLE 2304.7(4 )ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a
1188 TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS
1190 TABLE 2304.9.1 FASTENING SCHEDULE
1191 TABLE 2304.9.1—continued FASTENING SCHEDULE
1192 TABLE 2304.9.1—continued FASTENING SCHEDULE
1195 SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
1196 EQUATION 23-1
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
EQUATION 23-2
1197 TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN
1198 TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
1201 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
1202 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 LOADINGf
1203 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 OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb,
1204 TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1205 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 LOADINGb, f, g, i
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 ONLYa, b, c, d, e
1206 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 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
1209 TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360)
1210 TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360)
1211 TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360)
1212 TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360)
1213 TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
1215 FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1217 TABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
1218 TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING
1219 FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
1220 TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1221 TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1222 TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1223 TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
1224 TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240)
1225 TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240)
1226 TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
1227 TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
1228 TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1229 TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1230 TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1231 TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1232 TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1233 TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1234 TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1235 TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1236 TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1237 TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1238 TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1239 TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1240 TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS
1242 TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1243 TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1244 FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
1245 FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
1246 TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E
1247 FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
1248 FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
1249 FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
1251 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
1253 CHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS
1254 SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ONGLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
1255 EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
1256 EQUATION 24-13
EQUATION 24-14
EQUATION 24-15
1257 SECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1258 SECTION 2407 GLASS IN HANDRAILS AND GUARDS
1259 SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
1260 SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING
1263 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD AND PLASTER
1265 CHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
1266 SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
1267 SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
1268 SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
1269 SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER
1270 TABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
1271 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
1273 CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION
1276 FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM
1277 SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
1278 SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
1279 TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
1280 TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
1281 SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER
SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
1283 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
1285 CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
1287 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
1289 CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
1291 CHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1292 TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1293 TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
1295 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
1297 CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
1298 SECTION 3003 EMERGENCY OPERATIONS
1299 SECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS
1300 SECTION 3006 MACHINE ROOMS
1301 SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
1302 FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS
1305 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION
1307 CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
1308 SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
1309 SECTION 3105 AWNINGS AND CANOPIES
1310 SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
1314 SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES
1317 CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
1319 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC SWIMMING POOLS
1321 CHAPTER 31B [DPH] PUBLIC POOLS
DIVISION I—GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS
1322 PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS
SECTION 3103B PLAN REVIEW
1323 SECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
POOL STRUCTURE
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
1324 SECTION 3107 BALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
SECTION 3108B POOL CONSTRUCTION
SECTION 3109B POOL GEOMETRY
1325 SECTION 3110B PERMANENT MARKINGS
SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
1326 SECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING
1327 ANCILLARY FACILITIES
SECTION 3116B BATHHOUSE, DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS
SECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE
1328 SECTION 3120B REQUIRED SIGNS
1329 SECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
RECIRCULATION SYSTEM COMPONENTS
SECTION 3123B GENERAL REQUIREMENTS
1330 SECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS
1331 SECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS
1332 SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS
1333 SECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS
1334 FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE
TABLE 31B-1
1335 FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE
TABLE 31B-2
1336 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
1337 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
SECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED
1338 SECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II – PUBLIC SWIMMING POOLS
SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS
SECTION 3161B WADING POOLS
1339 SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
1342 FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
1343 FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
1344 TABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
1345 TABLE 31B-7
1347 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
1349 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
1351 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
1353 CHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDINGS AND STRUCTURES
1355 CHAPTER 31E RESERVED
1357 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
1359 CHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION 1
SECTION 3101F [SLC] INTRODUCTION
1360 DIVISION 2
SECTION 3102F AUDIT AND INSPECTION
1362 TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1
1363 TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTIONS [2.2]
1366 TABLE 31F-2-4 ASSESSMENT RATINGS
1367 TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
1369 TABLE 31F-2-7A
TABLE 31F-2-7B
1370 TABLE 31F-2-7C
1371 TABLE 31F-2-8
1372 FIGURE 31F-2-1
1373 TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
1374 DIVISION 3
SECTION 3103F STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
1375 FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing)
1376 FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping)
1377 TABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing)
TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME,475 YEAR RETURN PERIOD (5% Critical Damping)
TABLE 31F-3-5 VALUES OF Fa
TABLE 31F-3-6 VALUES OF FV
1378 TABLE 31F-3-7 [3.1] VALUES OF BS AND B1
1381 FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12]
FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13])
1382 TABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec)IN THE SAN FRANCISCO BAY AREA [AFTER 3.24]
1384 TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
TABLE 31F-3-10 SITE CONDITIONS
TABLE 31F-3-11 BERTHING ANGLE
1385 TABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]
TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]
1386 TABLE 31F-3-14 SAFETY FACTORS FOR ROPES*
TABLE 31F-3-15 ALLOWABLE WORKING LOADS
1389 DIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
TABLE 31F-4-1 MOT RISK CLASSIFICATION
1390 FIGURE 31F-4-2—SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES
1391 FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, ,AND EFFECTIVE DAMPING
1392 FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA
FIGURE 31F-4-5 EFFECTIVE STIFFNESS
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
1393 FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS [4.3]
1394 FIGURE 31F-4-8 P-D EFFECT
1396 DIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
1397 FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES
FIGURE 31F-5-4 PASSING VESSEL
1398 FIGURE 31F-5-5 BERTHING ENERGY CAPACITY
1399 TABLE 31F-5-1 CONTACT LENGTH
TABLE 31F-5-2 COEFFICIENT OF FRICTION
1401 DIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES
1405 DIVISION 7
SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS
1406 TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE
TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS
1407 TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1]
FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]
1408 FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH
TABLE 31F-7-4 SUBGRADE MODULUS K
1409 FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM
1410 TABLE 31F-7-5 LIMITS OF STRAIN
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
1411 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS
1412 FIGURE 31F-7-9 DEVELOPMENT LENGTH
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT
FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
FIGURE 31F-7-12 JOINT ROTATION
1413 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
1415 TABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES
FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY
TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY
TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER
1419 DIVISON 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
1420 TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
1421 TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
1423 DIVISION 9
SECTION 3109F PIPING AND PIPELINES
TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION
1426 DIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
1430 DIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS
1433 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENT INTO PUBLIC RIGHT-OF-WAY
1435 CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
1437 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
1439 CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
1440 SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS
1441 SECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
1442 SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
1443 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES
1444 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES—continued
1445 CHAPTER 34 EXISTING STRUCTUR
SECTION 3401 GENERAL
1447 SECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS
1449 SECTION 3404 ALTERATIONS
1450 SECTION 3405 REPAIRS
1451 SECTION 3406 FIRE ESCAPES
SECTION 3407 GLASS REPLACEMENT
1452 SECTION 3408 CHANGE OF OCCUPANCY
SECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
1454 TABLE 3411.8.5 RAMPS
SECTION 3412 COMPLIANCE ALTERNATIVES
1456 EQUATION 34-1
EQUATION 34-2
EQUATION 34-3
EQUATION 34-4
1457 TABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES
1458 EQUATION 34-5
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
1459 TABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.11 MEANS OF EGRESS VALUES
1460 TABLE 3412.6.12 DEAD-END VALUES
EQUATION 34-6
TABLE 3412.6.14 ELEVATOR CONTROL VALUES
TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
1461 TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
3412.6.18 STANDPIPE SYSTEM VALUES
1462 TABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
1463 TABLE 3412.7 SUMMARY SHEET — BUILDING CODE
1464 TABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa
SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
1467 SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM]
1469 SECTION 3415 EXISTING GROUP I OCCUPANCIES
SECTION 3416 EXISTING GROUP L OCCUPANCIES
1470 SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
1471 TABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1
1472 TABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE1
1473 TABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS “STATE-OWNED.”
SECTION 3418 DEFINITIONS
1474 SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
1476 SECTION 3420 METHOD A
1477 SECTION 3421 METHOD B
SECTION 3422 PEER REVIEW REQUIREMENTS
1478 SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES
1479 SECTION 3424 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES AND INTERMEDIATE CARE FACILITIES [OSHPD 2]
1481 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES
1483 CHAPTER 34A EXISTING STRUCTURES
SECTION 3401A GENERAL
SECTION 3402A DEFINITIONS
1484 SECTION 3403A ADDITIONS
SECTION 3404A ALTERATIONS
1485 SECTION 3405A REPAIRS
1486 SECTION 3406A FIRE ESCAPES
1487 SECTION 3407A GLASS REPLACEMENT
SECTION 3408A CHANGE OF OCCUPANCY
SECTION 3409A HISTORIC BUILDINGS
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
1488 SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES
1489 SECTION 3413A MODIFICATIONS TO ASCE 41
1491 SECTION 3414A PEER REVIEW REQUIREMENTS
1492 SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
1494 SECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
1495 SECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES
1499 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
1500 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1501 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1503 CHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI
1504 AF&PA
AISC
AISI
1505 AITC
ALI
ANSI
1506 APA
APSP
ASABE
ASCE/SEI
1507 ASME
ASTM
1513 AWCI
1514 AWPA
AWS
BHMA
CGSB
CPA
1515 CPSC
CSA
CSSB
DASMA
DOC
1516 DOJ
DOL
DOTn
EN
FEMA
1517 FM
GA
HPVA
HUD
ICC
1518 ISO
NAAMM
NCMA
NFPA
1529 PCI
PTI
1530 SFM
RMI
SDI
SJI
SPRI
1531 TIA
TMS
TPI
UBC
UL
1533 ULC
USC
1534 WDMA
WRI
1535 CHAPTER 65 SIGNS
SECTION 6501 DEFINITIONS
SECTION 6502 GENERAL REQUIREMENTS
1536 SECTION 6503 GROUND SIGNS
SECTION 6504 PROJECTING SIGNS
SECTION 6505 WALL SIGNS
SECTION 6506 ROOF SIGNS
1537 SECTION 6507 SPECIAL SIGNS
TABLE 65-1 SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
1539 CHAPTER 66 SPECIAL SAFETY PROVISIONS
SECTION 6601 GENERAL PROVISIONS
SECTION 6602 AMUSEMENT DEVICES
SECTION 6603 REBOUND TUMBLING EQUIPMENT
SECTION 6604 REBOUND TUMBLING CENTER
SECTION 6605 LAYOUT OF REBOUND TUMBLING EQUIPMENT
1540 SECTION 6606 CONSTRUCTION OF PITS
SECTION 6607 CONSTRUCTION OF EQUIPMENT
SECTION 6608 USE OF PADDING
SECTION 6609 FENCING
SECTION 6610 INSPECTION
SECTION 6611 AUTOMOBILE RACING FACILITIES
1541 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
1542 SECTION 6708 DOORS: GENERAL
SECTION 6709 DOORS: SWINGING DOORS
1543 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
1544 SECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS
1545 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
1546 SECTION 6906 REVOCATION OF PERMITS
SECTION 6907 OTHER PERMITS REQUIRED
SECTION 6908 VALIDITY OF PERMIT
1547 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
1548 SECTION 9405 GENERAL REQUIREMENTS
TABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1, 2
1549 CHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS
SECTION 9501 PURPOSE
SECTION 9502 SCOPE
SECTION 9503 DEFINITIONS
SECTION 9504 ADMINISTRATION
1550 SECTION 9505 GENERAL REQUIREMENTS
SECTION 9506 ANALYSIS AND DESIGN
1551 SECTION 9507 MATERIALS OF CONSTRUCTION
SECTION 9508 PLANS
1552 TABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1, 2
1553 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
1554 SECTION 9606 ADMINISTRATION
1555 SECTION 9607 HISTORICAL BUILDINGS
SECTION 9608 INFORMATION REQUIRED ON PLANS
1556 SECTION 9609 INTERPRETATION OF THIS CHAPTER
TABLE 96-A RATING CLASSIFICATIONS
TABLE 96-B TIME LIMITS FOR COMPLIANCE
TABLE 96-C EXTENSIONS OF TIME AND SERVICE PRIORITIES
1557 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
1558 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
1561 CHAPTER 99 BUILDING AND PROPERTY REHABILITATION
SECTION 9901 SCOPE
SECTION 9902 DEFINITIONS
SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING
SECTION 9904 SUBSTANDARD CONDITIONS
1562 SECTION 9905 SUBSTANDARD PROPERTY
1563 SECTION 9906 BUILDING REHABILITATION APPEALS BOARD
SECTION 9907 ALTERNATES
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
1564 SECTION 9913 SERVICE OF NOTICE
SECTION 9914 OTHER INTERESTED PARTIES
SECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY
SECTION 9916 POSTING OF SIGNS
SECTION 9917 RIGHT OF HEARING
1565 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
1566 SECTION 9924 ORDER: SUBSTANDARD PROPERTY
SECTION 9925 WORK BY PRIVATE PARTY
SECTION 9926 WORK BY COUNTY
SECTION 9927 COSTS
SECTION 9928 NOTIFICATION OF COSTS
1567 SECTION 9929 COLLECTION
SECTION 9930 SALVAGE
SECTION 9931 INTERFERENCE PROHIBITED
SECTION 9932 PROSECUTION
SECTION 9933 OTHER ABATEMENT PROCEDURES
SECTION 9934 VEHICLES
1569 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS
1571 APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS
1573 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS
1575 APPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL
1577 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS
1579 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
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS
1581 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS
1583 APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS
1584 SECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
1585 SECTION D106 REFERENCED STANDARDS
1587 APPENDIX E RESERVED
1589 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING
1591 APPENDIX F RODENTPROOFING
SECTION F101 GENERAL
1593 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD RESISTANT CONSTRUCTION
1595 APPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES
1596 SECTION G104 PERMITS
SECTION G105 VARIANCES
1597 SECTION G201 DEFINITIONS
1598 SECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
1599 SECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
1600 SECTION G1101 REFERENCED STANDARDS
1601 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS
1603 APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
1604 SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
1605 SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
1606 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
1607 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS
1609 APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS
1611 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING
1613 APPENDIX J GRADING
SECTION J101 GENERAL
1614 SECTION J102 DEFINITIONS
1615 SECTION J103 PERMITS REQUIRED
1616 FIGURE J103.2 GRADING EXEMPTION CASES
1617 SECTION J104 PERMIT APPLICATION AND SUBMITTALS
1619 SECTION J105 INSPECTIONS
1621 SECTION J106 EXCAVATIONS
1625 SECTION J107 FILLS
1626 FIGURE J107.3 BENCHING DETAILS
SECTION J108 SETBACKS
1627 FIGURE J108.1 SETBACK DIMENSIONS
SECTION J109 DRAINAGE AND TERRACING
1628 SECTION J110 SLOPE PLANTING AND EROSION CONTROL
1630 SECTION J111 REFERENCED STANDARDS
SECTION J112 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [DSA-SS & DSA-SS/CC]
1633 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
1634 SECTION K103 STRUCTURAL STABILITY
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING
SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
1635 FIGURE K103.1
1636 FIGURE K103.1-continued
1637 SECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
SECTION K109 ALTERNATE MEANS OF PROTECTION
1639 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION
1641 APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL
1643 CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD
1645 APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS
1647 INDEX
1687 HISTORY NOTE APPENDIX
1689 2013 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8
1690 COPYRIGHT
1691 PREFACE
ACKNOWLEDGEMENTS
1692 PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDING
1693 HISTORICAL PREFACE
1695 CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
1696 HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
1697 TABLE OF CONTENTS
1699 CHAPTER 8-1 ADMINISTRATION
SECTION 8-101 TITLE, PURPOSE AND INTENT
SECTION 8-102 APPLICATION
SECTION 8-103 ORGANIZATION AND ENFORCEMENT
1700 SECTION 8-104 REVIEW AND APPEALS
SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS
SECTION 8-106 SHBSB RULINGS
1701 CHAPTER 8-2 DEFINITIONS
SECTION 8-201 DEFINITIONS
1703 CHAPTER 8-3 USE AND OCCUPANCY
SECTION 8-301 PURPOSE AND SCOPE
SECTION 8-302 GENERAL
SECTION 8-303 RESIDENTIAL OCCUPANCIES
1705 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
1706 SECTION 8-409 FIRE ALARM SYSTEMS
SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS
SECTION 8-411 OTHER TECHNOLOGIES
SECTION 8-412 HIGH-RISE BUILDINGS
1707 CHAPTER 8-5 MEANS OF EGRESS
SECTION 8-501 PURPOSE, INTENT AND SCOPE
SECTION 8-502 GENERAL
1708 SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS
SECTION 8-504 RAILINGS AND GUARDRAILS
1709 CHAPTER 8-6 ACCESSIBILITY
SECTION 8-601 PURPOSE, INTENT AND SCOPE
SECTION 8-602 BASIC PROVISIONS
SECTION 8-603 ALTERNATIVES
1710 SECTION 8-604 EQUIVALENT FACILITATION
1711 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
1712 SECTION 8-706 LATERAL LOAD REGULATIONS
1713 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
1714 SECTION 8-806 ADOBE
SECTION 8-807 WOOD
SECTION 8-808 CONCRETE
SECTION 8-809 STEEL AND IRON
1715 TABLE8-8A STRENGTH VALUES FOR EXISTING MATERIALS
SECTION 8-810 HOLLOW CLAY TILE
SECTION 8-811 VENEERS
SECTION 8-812 GLASS AND GLAZING
1716 TABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION
1717 CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS
SECTION 8-901 PURPOSE, INTENT AND SCOPE
SECTION 8-902 MECHANICAL
1718 SECTION 8-903 PLUMBING
1719 SECTION 8-904 ELECTRICAL
1721 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
1723 APPENDIX A
CHAPTER 8-1
CHAPTER 8-6
TABLE 1—PROVISION APPLICABILITY
1724 TABLE 1—PROVISION APPLICABILITY—continued
1725 TABLE 1—PROVISION APPLICABILITY—continued
1727 HISTORY NOTE APPENDIX
1729 2013 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATION TITLE 24, PART 10 BASED ON THE 2012 INTERNATIONAL EXISTING BUILDING CODE®
1730 COPYRIGHT
1731 PREFACE
ACKNOWLEDGEMENTS
1733 CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
1734 HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
1735 TABLE OF CONTENTS
1737 APPENDIX CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
1739 APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A100 APPLICATION
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
1740 SECTION A104 SYMBOLS AND NOTATIONS
1741 SECTION A105 GENERAL REQUIREMENTS
SECTION A106 MATERIALS REQUIREMENTS
1742 EQUATION A1-1
EQUATION A1-2
1743 EQUATION A1-3
SECTION A107 QUALITY CONTROL
1744 SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
1745 SECTION A111 SPECIAL PROCEDURE
EQUATION A1-8
EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12
1746 EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
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
1747 EQUATION A1-23
EQUATION A1-24
EQUATION A1-25
SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
1748 SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
1749 TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B— ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp
1750 TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
1751 TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F—MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G—MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
1752 FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
1753 FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
1755 REFERENCED STANDARDS
UNIFORM BUILDING CODE STANDARD 21–4 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS
1756 TABLE 21–4-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS
TABLE 21–4-B STRENGTH AND ABSORPTION REQUIREMENTS
1757 TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS
1758 UNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS
UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS
1759 UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS
UNIFORM BUILDING CODE STANDARD 21–13 HYDRATED LIME FOR MASONRY PURPOSES
1760 TABLE 21–13–A—CHEMICAL REQUIREMENTS
1761 CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLSAND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
1763 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
1764 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
1767 TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
1768 FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
1769 FIGURE A3-2 NEW HOLLOW-UNIT MASONRY FOUNDATION
1770 FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
1771 FIGURE A3-4 A SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
1772 FIGURE A3-4B SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
1773 FIGURE A3-5 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
1774 FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
1775 FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
1776 FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
1777 FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
1778 FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
1779 FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
1780 FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
1781 HISTORY NOTE CALIFORNIA EXISTING BUILDING CODE
1783 NEW TOOLS HELP YOU MASTER THE NEW CALIFORNIA CODES
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