Name: CA LA County BuildingCode BothVolumes 2011 PDF - PDF Standards Store
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This package includes the County amendments fully integrated into the 2010 California Building Code (Title 24, Part 2, Volumes 1 and 2).

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1	2011_LA_Cnty_Building_Vol_I 2011 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 1 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2010 CBC AND 2009 IBC®
2	COUNTY OF LOS ANGELES 2011 BUILDING CODE ADOPTING BY REFERENCE PORTIONS OF THE 2010 EDITION CALIFORNIA BUILDING CODE VOLUME 1 TITLE PAGE
3	COPYRIGHT
4	PREFACE ACKNOWLEDGMENTS
6	PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS
8	COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
10	EFFECTIVE USE OF THE IBC/CBC
20	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
22	CALIFORNIA MATRIX ADOPTION TABLES
24	ORDINANCE
26	TABLE OF CONTENTS
40	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION
41	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION—continued
42	CHAPTER 1 SCOPE AND ADMINISTRATION SECTION 100 ADOPTION BY REFERENCE SECTION 101 TITLE, PURPOSE AND INTENT
43	SECTION 102 UNSAFE BUILDINGS
45	SECTION 103 VIOLATIONS AND PENALTIES SECTION 104 ORGANIZATION AND ENFORCEMENT
47	SECTION 105 APPEALS BOARDS
48	SECTION 106 PERMITS
52	SECTION 107 FEES
56	SECTION 108 INSPECTIONS
57	SECTION 109 USE AND OCCUPANCY
58	SECTION 110 PROHIBITED USES OF BUILDING SITES
61	SECTION 111 ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORTS SECTION 112 EARTHQUAKE FAULT MAPS SECTION 113 EARTHQUAKE FAULTS
62	SECTIONS 114 THROUGH 118 ARE HEREBY RESERVED SECTION 119 APPLICATION OF STATE AGENCIES CA SECTION 1.2 BUILDING STANDARDS COMMISSION
63	CA SECTION 1.3 CORRECTIONS STANDARDS AUTHORITY CA SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS
64	CA SECTION 1.5 RESERVED CA SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE CA SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH CA SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT CA SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS
65	CA SECTION 1.8.3 LOCAL ENFORCING AGENCY
66	CA SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS
67	CA SECTION 1.8.5 RIGHT-OF-ENTRY FOR ENFORCEMENT CA SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION CA SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION
68	CA SECTION 1.8.8 APPEALS BOARD CA SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES
69	CA SECTION 1.8.10 OTHER BUILDING REGULATIONS CA SECTION 1.9 DIVISION OF THE STATE ARCHITECT
71	CA SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
73	CA SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL
77	CA SECTION 1.12 STATE LIBRARIAN CA SECTION 1.13 RESERVED CA SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION
78	TABLE 1-A BUILDING PERMIT FEES TABLE 1-B GRADING PERMIT FEES TABLE 1-C GRADING PLAN CHECK FEES
79	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
80	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
81	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
82	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
83	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
84	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
85	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
86	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
88	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
106	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
107	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION—continued
108	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A
109	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
110	SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H
112	[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
113	[F] TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
114	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
119	SECTION 308 INSTITUTIONAL GROUP I
120	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
123	SECTION 311 STORAGE GROUP S
124	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 LABORATORIES GROUP L [SFM]
126	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY
127	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE ANDOCCUPANCY—continued
128	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE ANDOCCUPANCY—continued
130	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS EQUATION 4-1
133	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
135	TABLE 403.2.4 MINIMUM BOND STRENGTH
137	SECTION 404 ATRIUMS SECTION 405 UNDERGROUND BUILDINGS
138	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
140	TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT
142	SECTION 407 GROUP I-2
145	SECTION 408 GROUP I-3
148	SECTION 409 MOTION PICTURE PROJECTION ROOMS
149	SECTION 410 STAGES AND PLATFORMS
151	SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
152	TABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
153	[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
154	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
155	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
156	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA
158	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
161	[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
162	TABLE 415.3.1—continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
163	[F] TABLE 415.3.2 DETACHED BUILDING REQUIRED
166	[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
171	SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS
172	SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R-3.1 and R-4
173	SECTION 421 HYDROGEN CUTOFF ROOMS
174	SECTION 422 AMBULATORY HEALTH CARE FACILITIES SECTION 423 STORM SHELTERS SECTION 424 SPECIAL PROVISIONS FOR RESIDENTIAL HOTELS [HCD 1 & HCD 1-AC] SECTION 425 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM]
177	SECTION 426 GROUP I-4 [SFM]
178	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]
179	SECTION 433 FIXED GUIDEWAY TRANSIT SYSTEMS [SFM]
182	SECTION 434 EXPLOSIVES [SFM]
185	SECTION 435 RESERVED SECTION 436 WINERY CAVES [SFM]
186	SECTION 437 RESERVED SECTION 438 RESERVED SECTION 439 PUBLIC LIBRARIES [SL AND SFM]
187	SECTION 440 GROUP C [SFM]
189	SECTION 441 RESERVED SECTION 442 GROUP E [SFM]
190	SECTION 443 GROUP L [SFM]
192	TABLE 443.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE
193	SECTION 444 RESERVED SECTION 445 LARGE FAMILY DAY-CARE HOMES [SFM]
196	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS
198	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT
199	TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS
200	SECTION 505 MEZZANINES
201	SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2
202	SECTION 507 UNLIMITED AREA BUILDINGS
203	SECTION 508 MIXED USE AND OCCUPANCY
205	TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES SECTION 509 SPECIAL PROVISIONS
206	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
210	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION
212	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) SECTION 602 CONSTRUCTION CLASSIFICATION
213	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE TABLE 602.4 WOOD MEMBER SIZE
214	SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
216	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES
218	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS
219	SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
220	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
222	SECTION 705 EXTERIOR WALLS
223	EQUATION 7-1 FIGURE 705.7 EQUIVALENT OPENING FACTOR
224	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
225	EQUATION 7-2
226	SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
228	SECTION 707 FIRE BARRIERS TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
229	SECTION 708 SHAFT ENCLOSURES
233	SECTION 709 FIRE PARTITIONS
234	SECTION 710 SMOKE BARRIERS SECTION 711 SMOKE PARTITIONS
235	SECTION 712 HORIZONTAL ASSEMBLIES
236	SECTION 713 PENETRATIONS
238	SECTION 714 FIRE-RESISTANT JOINT SYSTEMS
239	SECTION 715 OPENING PROTECTIVES TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS
242	TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS
243	SECTION 716 DUCTS AND AIR TRANSFER OPENINGS TABLE 716.3.2.1 FIRE DAMPER RATING
248	SECTION 717 CONCEALED SPACES
250	SECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS
251	SECTION 720 PRESCRIPTIVE FIRE RESISTANCE
253	TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
254	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
255	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
256	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
257	TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
258	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
259	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
260	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
261	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
262	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
263	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
264	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
265	TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
266	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
267	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
268	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
269	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
270	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
271	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
272	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
273	SECTION 721 CALCULATED FIRE RESISTANCE
274	TABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS EQUATION 7-3
275	TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 EQUATION 7-4 TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59
276	FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
277	TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
278	FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
279	FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
280	TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
281	TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
282	TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAMEB RICK VENEER WALLS OR PARTITIONS
283	EQUATION 7-6 EQUATION 7-7 TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
284	TABLE 721.3.5 MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 EQUATION 7-9 EQUATION 7-10 TABLE 721.4.1(3) VALUES OF Rn0.59 TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a
285	TABLE 721.4.1(5) REINFORCED MASONRY LINTELS TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-11 FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12
286	FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM EQUATION 7-13
287	FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS EQUATION 7-14 EQUATION 7-15
288	FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-16
289	TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS
290	TABLE 721.5.1(2) PROPERTIES OF CONCRETE TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
291	TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
292	TABLE 721.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
293	TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
294	TABLE 721.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
295	TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
296	TABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
297	TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
298	FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
299	EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
300	TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
301	FIGURE 721.6.3(1) LOAD FIGURE FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS
302	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
304	CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION 701A SCOPE, PURPOSE AND APPLICATION
305	SECTION 702A DEFINITIONS
306	SECTION 703A STANDARDS OF QUALITY SECTION 704A IGNITION-RESISTANT CONSTRUCTION SECTION 705A ROOFING
307	SECTION 706A VENTS SECTION 707A EXTERIOR COVERING
309	SECTION 708A EXTERIOR WINDOWS AND DOORS SECTION 709A DECKING
310	SECTION 710A ACCESSORY STRUCTURES
312	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES
314	CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES
316	TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
317	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
318	[F] SECTION 806 DECORATIVE MATERIALS AND TRIM SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
320	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS
321	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
322	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
323	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
324	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
325	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
326	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS
329	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
331	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
333	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
336	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
338	SECTION 905 STANDPIPE SYSTEMS
341	SECTION 906 PORTABLE FIRE EXTINGUISHERS [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE [F] TABLE 906.1—continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE
342	[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
343	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
355	[F] TABLE 907.5.2.3.3 VISIBLE ALARMS
357	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
359	EQUATION 9-1 EQUATION 9-2
360	EQUATION 9-3
364	SECTION 910 SMOKE AND HEAT VENTS
365	[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
366	SECTION 911 FIRE COMMAND CENTER
367	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
368	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
370	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS
371	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
372	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
373	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
374	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
375	SECTION 1003 GENERAL MEANS OF EGRESS
378	SECTION 1004 OCCUPANT LOAD TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
379	SECTION 1005 EGRESS WIDTH SECTION 1006 MEANS OF EGRESS ILLUMINATION
380	SECTION 1007 ACCESSIBLE MEANS OF EGRESS
383	SECTION 1008 DOORS, GATES AND TURNSTILES
384	TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
389	SECTION 1009 STAIRWAYS
392	SECTION 1010 RAMPS
393	SECTION 1011 EXIT SIGNS
395	SECTION 1012 HANDRAILS
396	SECTION 1013 GUARDS
397	SECTION 1014 EXIT ACCESS
398	SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
399	TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
400	SECTION 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
401	SECTION 1017 AISLES SECTION 1018 CORRIDORS
402	TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
403	SECTION 1019 EGRESS BALCONIES SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS AND CONTINUITY TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
404	TABLE 1021.2 STORIES WITH ONE EXIT SECTION 1022 EXIT ENCLOSURES
406	SECTION 1023 EXIT PASSAGEWAYS SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
408	SECTION 1025 HORIZONTAL EXITS
409	SECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS SECTION 1027 EXIT DISCHARGE
410	SECTION 1028 ASSEMBLY
412	TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
414	TABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
415	SECTION 1029 EMERGENCY ESCAPE AND RESCUE
418	CHAPTER 11 RESERVED
420	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY
422	CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I – APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY
423	SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A COVERED MULTIFAMILY DWELLINGS
424	SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES SECTION 1106A SITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS
427	DIVISION II – EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL SECTION 1109A PARKING FACILITIES
429	SECTION 1110A EXTERIOR ROUTES OF TRAVEL SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
430	SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE
431	SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES TABLE – EXAMPLES OF RAMP DIMENSIONS
432	SECTION 1115A EXTERIOR STAIRWAYS
433	SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES
434	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
435	SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES TABLE – EXAMPLES OF RAMP DIMENSIONS
436	SECTION 1123A INTERIOR STAIRWAYS
437	SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
439	SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES SECTION 1126A DOORS
440	SECTION 1127A COMMON USE FACILITIES
447	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
449	SECTION 1133A KITCHENS SECTION 1134A BATHING AND TOILET FACILITIES
452	SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
454	DIVISION V – FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A RESERVED SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS SECTION 1140A ACCESSIBLE TELEPHONES
455	SECTION 1141A ACCESSIBLE SWIMMING POOLS
456	SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE
457	SECTION 1144A RESERVED SECTION 1145A RESERVED SECTION 1146A RESERVED SECTION 1147A RESERVED SECTION 1148A RESERVED SECTION 1149A RESERVED
458	DIVISION VI – SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS
460	DIVISION VII – FIGURES (NOTE: FIGURES ATTACHED FOLLOWING EXPRESS TERMS) FIGURE 11A-1A—INTERNATIONAL ACCESSIBILITY SYMBOL
461	FIGURE 11A-1B—OVERHANGING OBSTRUCTION
462	FIGURE 11A-1C—WIDTH OF ACCESSIBLE ROUTE
463	FIGURE 11A-1D—MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS FIGURE 11A-1E—MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR FIGURE 11A-1F—MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS
464	FIGURE 11A-1G—MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
465	FIGURE 11A-1H—MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
466	FIGURE 11A-1I—FORWARD REACH
467	FIGURE 11A-1J—SIDE REACH
468	FIGURE 11A-1K—MINIMUM CLEARANCES FOR SEATING AND TABLE
469	FIGURE 11A-1L—CORRIDOR OVER 200 FEET (60 960 mm)
470	FIGURE 11A-2A—DOUBLE PARKING STALLS
471	FIGURE 11A-2B—SINGLE AND VAN ACCESSIBLE PARKING STALLS FIGURE 11A-2C—DIAGONAL PARKING STALLS
472	FIGURE 11A-3A—CURB DETAILS
473	FIGURE 11A-3B—CURB DETAIL
474	FIGURE 11A-3C—CURB DETAIL
475	FIGURE 11A-3D—CURB DETAIL FIGURE 11A-3E—CURB DETAIL
476	FIGURE 11A-3F—CURB DETAIL FIGURE 11A-3G—CURB DETAIL
477	FIGURE 11A-3H—CURB DETAIL FIGURE 11A-3I—CURB DETAIL
478	FIGURE 11A-3J—CURB DETAIL FIGURE 11A-3K—CURB DETAIL
479	FIGURE 11A-3L—CURB SECTIONS
480	FIGURE 11A-3M – RETURNED CURB STYLE (See Figure 11B-21) FIGURE 11A-3N – TRUNCATED DOMES (See Figure 11B-23A) FIGURE 11A-3—(RESERVED)
481	FIGURE 11A-5A—RAMPS AND SIDEWALKS
482	FIGURE 11A-6A—WARNING STRIPING AND HANDRAIL EXTENSIONS
483	FIGURE 11A-6B—STAIR HANDRAILS
484	FIGURE 11A-6C—RAMP DIMENSIONS
485	FIGURE 11A-6D—RAMP LANDING AND DOORWAY
486	FIGURE 11A-6E—STAIR HANDRAILS
487	FIGURE 11A-7A—MINIMUM DIMENSIONS OF ELEVATOR CARS
488	FIGURE 11A-7B—ELEVATOR CONTROL PANEL
489	FIGURE 11A-7C—HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D—GRAPH OF TIMING EQUATION
490	FIGURE 11A-8A—FRONT APPROACHES—SWINGING DOORS FIGURE 11A-8B—HINGE-SIDE APPROACHES—SWINGING DOORS
491	FIGURE 11A-8C—LATCH-SIDE APPROACHES—SWINGING DOORS FIGURE 11A-8D—FRONT APPROACH—SLIDINGDOORS AND FOLDING DOORS FIGURE 11A-8E—SLIDE SIDE APPROACH—SLIDINGDOORS AND FOLDING DOORS FIGURE 11A-8F—LATCH SIDE APPROACH—SLIDING DOORSAND FOLDING DOORS
492	FIGURE 11A-8G—VESTIBULE
493	FIGURE 11A-8H—VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY)
494	FIGURE 11A-8I—THRESHOLDS
495	FIGURE 11A-8J—PLATFORM AT SECONDARY EXTERIOR DOOR FIGURE 11A-8K—RAMP AT SECONDARY EXTERIOR DOOR
496	FIGURE 11A-9A—MULTIPLE ACCOMMODATION TOILET FACILITY
497	FIGURE 11A-9B
498	FIGURE 11A-9C—GRAB BAR SECTION
499	FIGURE 11A-9D—KNEE CLEARANCE
500	FIGURE 11A-9E—CLEAR FLOOR SPACE AT BATHTUBS
501	FIGURE 11A-9F—GRAB BARS AT BATHTUBS
502	FIGURE 11A-9G
503	FIGURE 11A-9H—ROLL-IN SHOWER
504	FIGURE 11A-9I—ROLL-IN SHOWER
505	FIGURE 11A-9J—OPEN SHOWER
506	FIGURE 11A-9K—ALTERNATIVE ROLL-IN
507	FIGURE 11A-9L—SHOWER WITH WATER CLOSET FIGURE 11A-9M—WING WALL OR CABINET AT WATER CLOSET
508	FIGURE 11A-10A—KITCHEN SPECIFICATIONS
509	FIGURE 11A-11A—WATER FOUNTAINS
510	FIGURE 11A-11B—MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES
511	FIGURE 11A-11C—INTERNATIONAL TTY SYMBOL FIGURE 11A-11D—VOLUME CONTROL TELEPHONES FIGURE 11A-11E—INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
512	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING
514	CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING DIVISION I – NEW BUILDINGS SECTION 1101B SCOPE SECTION 1102B DEFINITIONS
517	SECTION 1103B BUILDING ACCESSIBILITY
518	SECTION 1104B ACCESSIBILITY FOR GROUP A OCCUPANCIES
519	TABLE 11B-1 WHEELCHAIR SEATING SPACES
521	SECTION 1105B ACCESSIBILITY FOR GROUP B OCCUPANCIES
522	SECTION 1106B ACCESSIBILITY FOR GROUP E OCCUPANCIES
523	SECTION 1107B FACTORIES AND WAREHOUSES SECTION 1108B ACCESSIBILITY FOR GROUP H OCCUPANCIES
524	SECTION 1109B ACCESSIBILITY FOR GROUP I OCCUPANCIES SECTION 1110B ACCESSIBILITY FOR GROUP M OCCUPANCIES
525	TABLE 11B-2 CHECK STANDS
526	SECTION 1111B ACCESSIBILITY FOR GROUP R OCCUPANCIES
527	TABLE 11B-3 ADDITIONAL ACCESSIBILITY REQUIRED IN GUEST ROOMS OR SUITES* TABLE 11B-4 ADDITIONAL ACCESSIBILITY REQUIRED FOR HEARING IMPAIRED IN GUEST ROOMS*
528	SECTION 1112B RESERVED SECTION 1113B RESERVED SECTION 1114B FACILITY ACCESSIBILITY
529	SECTION 1115B BATHING AND TOILET FACILITIES (SANITARY FACILITIES)
530	TABLE 1115B-1 SUGGESTED DIMENSIONS FOR CHILDREN’S USE
535	SECTION 1116B ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
538	SECTION 1117B OTHER BUILDING COMPONENTS
539	TABLE – PUBLIC TELEPHONE REQUIREMENTS (SEE FIGURE 11B-4)
541	TABLE – VISUAL CHARACTER HEIGHT
545	TABLE 11B-5 MAXIMUM REACH DEPTH FOR AUTOMATED TELLER MACHINES
546	SECTION 1118B SPACE ALLOWANCE AND REACH RANGES SECTION 1119B SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE SECTION 1120B FLOOR AND LEVELS
547	SECTION 1121B TRANSPORTATION FACILITIES
550	SECTION 1122B FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS
551	SECTION 1123B ACCESS TO EMPLOYEE AREAS SECTION 1124B GROUND AND FLOOR SURFACES SECTION 1125B STORAGE SECTION 1126B VENDING MACHINES AND OTHER EQUIPMENT
552	DIVISION II—SITE ACCESSIBILITY SECTION 1127B EXTERIOR ROUTES OF TRAVEL
553	SECTION 1128B PEDESTRIAN GRADE SEPARATIONS (OVERPASSES AND UNDERPASSES) SECTION 1129B ACCESSIBLE PARKING REQUIRED
554	TABLE 11B-6 SPACES REQUIRED
555	SECTION 1130B PARKING STRUCTURES SECTION 1131B PASSENGER DROP-OFF AND LOADING ZONES SECTION 1132B OUTDOOR OCCUPANCIES
557	DIVISON III—ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL SECTION 1133B GENERAL ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL
561	TABLE – EXAMPLES OF RAMP DIMENSIONS
564	DIVISION IV—ACCESSIBILITY FOR EXISTING BUILDINGS SECTION 1134B ACCESSIBILITY FOR EXISTING BUILDINGS
565	SECTION 1135B HISTORIC PRESERVATION—SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE
566	FIGURE 11B-1A
567	FIGURE 11B-1B—MULTIPLE-ACCOMMODATION TOILET FACILITY
568	FIGURE 11B-1C—TYPICAL GRAB BAR SECTION
569	FIGURE 11B-1D—KNEE CLEARANCE
570	FIGURE 11B-1E—CLEARANCES AT WATER CLOSETS
571	FIGURE 11B-2A—SHOWER STALLS
572	FIGURE 11B-2B—SHOWER STALLS—continued
573	FIGURE 11B-2C—SHOWER STALLS—continued
574	FIGURE 11B-2D—SHOWER SEAT
575	FIGURE 11B-3A—DRINKING FOUNTAINS
576	FIGURE 11B-3B—DRINKING FOUNTAINS—continued
577	FIGURE 11B-4—MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES
578	FIGURE 11B-5A—MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
579	FIGURE 11B-5B—DOOR WIDTH
580	FIGURE 11B-5C—FORWARD REACH
581	FIGURE 11B-5D—SIDE REACH
582	FIGURE 11B-5E—WIDTH OF ACCESSIBLE ROUTE
583	FIGURE 11B-5F—ATM REACH RANGE LIMITS
584	FIGURE 11B-6—INTERNATIONAL ACCESSIBILITY SYMBOL
585	FIGURE 11B-7A—PROTRUDING OBJECTS
586	FIGURE 11B-7B—OBJECTS MOUNTED ON POSTS OR PYLONS
587	FIGURE 11B-7C—OVERHANGING AND OVERHEAD HAZARDS
588	FIGURE 11B-7D—PROTECTION AROUND WALL-MOUNTED OBJECTS
589	FIGURE 11B-7E
590	FIGURE 11B-8—CLEAR FLOOR SPACE AT BATHTUBS
591	FIGURE 11B-9—GRAB BARS AT BATHTUBS
592	FIGURE 11B-12—WHEELCHAIR TURNING SPACE
593	FIGURE 11B-13—MINIMUM CLEARANCES FOR SEATING AND TABLE
594	FIGURE 11B-14A—INTERNATIONAL TTY SYMBOL FIGURE 11B-14B—VOLUME CONTROL TELEPHONES FIGURE 11B-14C—INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
595	FIGURE 11B-15—SPACE REQUIREMENTS FOR WHEELCHAIR SEATING
596	FIGURE 11B-16—FOOD SERVICE LINES FIGURE 11B-17—TABLEWARE AREAS
597	FIGURE 11B-18A—DOUBLE PARKING STALLS
598	FIGURE 11B-18B—SINGLE PARKING STALLS FIGURE 11B-18C—DIAGONAL PARKING STALLS
599	FIGURE 11B-19A—CURB DETAILS
600	FIGURE 11B-19B—CURB DETAIL
601	FIGURE 11B-19C—CURB DETAIL
602	FIGURE 11B-20A—CURB DETAIL—CASES A AND B
603	FIGURE 11B-20B—CURB DETAIL—CASES C AND D
604	FIGURE 11B-20C—CURB DETAIL—CASES E AND F
605	FIGURE 11B-20D—CURB DETAIL—CASES G AND H
606	FIGURE 11B-20E—CURB SECTIONS
607	FIGURE 11B-21—RETURNED CURB STYLE
608	FIGURE 11B-22—CURB RAMPS AT MARKED CROSSING
609	FIGURE 11B-23A—TRUNCATED DOMES
610	FIGURE 11B-23B—DIRECTIONAL BARS
611	FIGURE 11B-24—ACCESS AISLE AT PASSENGER LOADING ZONES
612	FIGURE 11B-25—OBSTRUCTIONS
613	FIGURE 11B-26A—LEVEL MANEUVERING CLEARANCE AT DOORS
614	FIGURE 11B-26B—LEVEL MANEUVERING CLEARANCE AT DOORS—continued
615	FIGURE 11B-26C—LEVEL MANEUVERING CLEARANCE AT DOORS—continued
616	FIGURE 11B-27—RAMPS AND SIDEWALKS
617	FIGURE 11B-28—OVERHANGING OBSTRUCTION
618	FIGURE 11B-29—DOOR CONSTRUCTION
619	FIGURE 11B-30—VESTIBULE
620	FIGURE 11B-31—VESTIBULE (SERVING OTHER THAN REQUIRED EXIT STAIRWAY)
621	FIGURE 11B-32—THRESHOLDS
622	FIGURE 11B-33—CLEAR DOOR WIDTH AND DEPTH
623	FIGURE 11B-34—CORRIDOR OVER 200 FEET (60 960 mm)
624	FIGURE 11B-35—WARNING STRIPING AND HANDRAIL EXTENSIONS
625	FIGURE 11B-36—STAIR HANDRAILS
626	FIGURE 11B-37—STAIR HANDRAILS
627	FIGURE 11B-38—RAMP DIMENSIONS
628	FIGURE 11B-39—RAMP LANDING AND DOORWAY
629	FIGURE 11B-40—CLEANER AIR SYMBOL
630	FIGURE 11B-40A—MINIMUM DIMENSIONS OF ELEVATOR CARS
631	FIGURE 11B-40B—ELEVATOR CONTROL PANEL
632	FIGURE 11B-40C—HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11B-40D—GRAPH OF TIMING EQUATION
634	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11C – STANDARDS FOR CARD READERS AT GASOLINE FUEL-DISPENSING FACILITIES
636	CHAPTER 11C STANDARDS FOR CARD READERS AT GASOLINE FUEL-DISPENSING FACILITIES SECTION 1101C CARD-READER DEVICES AT FUEL-DISPENSING EQUIPMENT SECTION 1102C APPLICATION SECTION 1103C NUMBER OF ACCESSIBLE CARD-READING DEVICES REQUIRED SECTION 1104C REQUIRED FEATURES
637	FIGURE 11C-1 CARD READERS MOUNTED IN FUEL DISPENSERS
638	FIGURE 11C-2 CARD READERS LOCATED ON FREE-STANDING PEDESTALS
640	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT
642	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION
643	SECTION 1204 TEMPERATURE CONTROL
644	SECTION 1205 LIGHTING SECTION 1206 YARDS OR COURTS
645	SECTION 1207 [HCD 1 & HCD 2] SOUND TRANSMISSION
647	SECTION 1208 INTERIOR SPACE DIMENSIONS
648	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 SURROUNDING MATERIALS SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS
649	SECTION 1212 RESERVED SECTION 1213 RESERVED SECTION 1214 RESERVED SECTION 1215 RESERVED SECTION 1216 RESERVED SECTION 1217 RESERVED SECTION 1218 RESERVED SECTION 1219 RESERVED SECTION 1220 RESERVED SECTION 1221 RESERVED SECTION 1222 RESERVED SECTION 1223 RESERVED SECTION 1224 [OSHPD 1] HOSPITALS
652	TABLE 1224.1 ACCEPTABLE CEILING AND CARPET LOCATIONS
653	TABLE 1224.1—continued ACCEPTABLE CEILING AND CARPET LOCATIONS
654	TABLE 1224.2 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1,6
655	TABLE 1224.3 SOUND TRANSMISSION LIMITATIONS IN ACUTE CARE GENERAL HOSPITALS
677	SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES
682	SECTION 1226 [OSHPD 3] CLINICS
685	SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS
690	SECTION 1228 RESERVED SECTION 1229 RESERVED SECTION 1230 [CSA] MINIMUM STANDARDS FOR JUVENILE FACILITIES
691	TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
694	SECTION 1231 [CSA] LOCAL DETENTION
695	TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN LOCAL DETENTION FACILITIES
700	SECTION 1232 RESERVED SECTION 1233 RESERVED SECTION 1234 RESERVED SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS) SECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS
701	SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES SECTION 1238 RESERVED SECTION 1239 RESERVED SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS
702	TABLE 1240.15.1
703	SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES SECTION 1242 [AGR] RENDERERS SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS
704	SECTION 1244 RESERVED SECTION 1245 RESERVED SECTION 1246 RESERVED SECTION 1247 RESERVED SECTION 1248 RESERVED SECTION 1249 RESERVED SECTION 1250 [CA] PHARMACIES SECTION 1251 [CA] VETERINARY FACILITIES
705	SECTION 1252 [CA] BARBER COLLEGES AND SHOPS SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS
706	SECTION 1254 [CA] ACUPUNCTURE OFFICES
708	CHAPTER 13 ENERGY EFFICIENCY
710	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS
712	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS
713	SECTION 1404 MATERIALS
714	SECTION 1405 INSTALLATION OF WALL COVERINGS TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
715	TABLE 1405.3.1 [Not adopted by HCD 1 & HCD 2] CLASS III VAPOR RETARDERS
718	SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
719	TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
720	SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
721	SECTION 1409 [DSA-SS & DSA-SS/CC, OSHPD 1, 2 AND 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER.
722	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
724	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION
725	SECTION 1504 PERFORMANCE REQUIREMENTS
726	TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
727	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
728	TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
729	TABLE 1507.2.9.2 VALLEY LINING MATERIAL
730	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
731	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE HELPFUL LINKS
733	TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
734	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
735	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
736	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION
737	TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES
738	SECTION 1510 REROOFING
739	SECTION 1511 [DSA-SS & DSA-SS/CC and OSHPD 1, 2 and 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS
740	INDEX
780	HISTORY NOTE APPENDIX
782	ICC MEMBERSHIP
783	I-CODES TOOLS FOR YOUR 2010 CALIFORNIA CODE
784	2011_LA_Cnty_Building_Vol_II 2011 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2010 CBC AND 2009 IBC®
785	COUNTY OF LOS ANGELES 2011 BUILDING CODE ADOPTING BY REFERENCE PORTIONS OF THE 2010 EDITION CALIFORNIA BUILDING CODE VOLUME 2 TITLE PAGE
786	COPYRIGHT
787	PREFACE ACKNOWLEDGMENTS
789	PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS
791	COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
793	EFFECTIVE USE OF THE IBC/CBC
803	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
805	CALIFORNIA MATRIX ADOPTION TABLES
807	ORDINANCE
809	TABLE OF CONTENTS
823	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
824	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN—continued
825	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN—continued
827	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS
828	SECTION 1603 CONSTRUCTION DOCUMENTS
829	SECTION 1604 GENERAL DESIGN REQUIREMENTS
830	TABLE 1604.3 DEFLECTION LIMITS
831	TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
832	SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10
833	EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
834	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
835	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
836	TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS EQUATION 16-22
837	TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-23 EQUATION 16-24
838	EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31
839	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
840	FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
841	FIGURE 1608.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
842	SECTION 1609 WIND LOADS
843	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16-32 TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDS
844	FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST)
845	FIGURE 1609—continued BASIC WIND SPEED (3-SECOND GUST)
846	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE
847	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE
848	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE
849	EQUATION 16-33
850	EQUATION 16-34 TABLE 1609.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa
851	TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cnet
852	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
853	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
854	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
855	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet SECTION 1610 SOIL LATERAL LOADS
856	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-35
857	[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
858	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
859	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
860	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
861	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
862	SECTION 1612 FLOOD LOADS
864	SECTION 1613 EARTHQUAKE LOADS
865	TABLE 1613.5.2 SITE CLASS DEFINITIONS TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Fa TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FV
866	EQUATION 16-36 EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 TABLE 1613.5.5 SITE CLASSIFICATION EQUATION 16-40 EQUATION 16-41 EQUATION 16-42
867	EQUATION 16-43 TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION
869	EQUATION 16-44 EQUATION 16-45
873	SECTION 1614 STRUCTURAL INTEGRITY
874	EQUATION 16-46
875	EQUATION 16-47
876	FIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
877	FIGURE 1613.5(1)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
878	FIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
879	FIGURE 1613.5(2)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
880	FIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
881	FIGURE 1613.5(3)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
882	FIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
883	FIGURE 1613.5(4)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
884	FIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
885	FIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
886	FIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B
887	FIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
888	FIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
889	FIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
890	FIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
891	FIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
892	FIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
893	FIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
894	FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
895	SECTION 1615 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
897	EQUATION 12.8-16
901	TABLE – ALLOWABLE RAIL DEFLECTION
903	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
905	CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS
907	SECTION 1603A CONSTRUCTION DOCUMENTS
908	SECTION 1604A GENERAL DESIGN REQUIREMENTS TABLE 1604A.3 DEFLECTION LIMITS
910	TABLE 1604A.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES SECTION 1605A LOAD COMBINATIONS
911	EQUATION 16A-1 EQUATION 16A-2 EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 16A-7 EQUATION 16A-8 EQUATION 16A-9 EQUATION 16A-10 EQUATION 16A-11 EQUATION 16A-12 EQUATION 16A-13 EQUATION 16A-14 EQUATION 16A-15 EQUATION 16A-16 EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20
912	EQUATION 16A-21 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
913	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
914	TABLE 1607A.6 UNIFORM AND CONCENTRATED LOADS
915	EQUATION 16A-22 TABLE 1607A.9.1 LIVE LOAD ELEMENT FACTOR, KLL
916	EQUATION 16A-23 EQUATION 16A-24 EQUATION 16A-25 EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION 16A-30
917	EQUATION 16A-31 SECTION 1608A SNOW LOADS
918	FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
919	FIGURE 1608A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
920	SECTION 1609A WIND LOADS
921	TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE 1609A.3.1 EQUIVALENT BASIC WIND SPEEDS
922	FIGURE 1609A BASIC WIND SPEED (3-SECOND GUST)
923	EQUATION 16A-32 EQUATION 16A-33
924	TABLE 1609A.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET
925	TABLE 1609A.6.2(2) NET PRESSURE COEFFICIENTS, Cne
926	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cne
927	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
928	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
929	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cne EQUATION 16A-34
930	TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1610A SOIL LATERAL LOADS SECTION 1611A RAIN LOADS EQUATION 16A-35
931	[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
932	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
933	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
934	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
935	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
936	SECTION 1612A FLOOD LOADS
938	SECTION 1613A EARTHQUAKE LOADS
939	EQUATION 16A-36 EQUATION 16A-37 TABLE 1613A.5.2 SITE CLASS DEFINITIONS EQUATION 16A-38 EQUATION 16A-39
940	TABLE 1613A.5.3(1) VALUES OF SITE COEFFICIENT Fa TABLE 1613A.5.3(2) VALUES OF SITE COEFFICIENT FV EQUATION 16A-40 EQUATION 16A-41 EQUATION 16A-42
941	EQUATION 16A-43 TABLE 1613A.5.5 SITE CLASSIFICATION
942	EQUATION 16A-44A EQUATION 16A-44B EQUATION 16A-45
943	SECTION 1614A STRUCTURAL INTEGRITY EQUATION 16A-46
944	FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16A-47
945	SECTION 1615A MODIFICATIONS TO ASCE 7
946	EQUATION 12.8-16
950	TABLE – ALLOWABLE RAIL DEFLECTION
953	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
955	CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
956	SECTION 1704 SPECIAL INSPECTIONS
958	TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
959	TABLE 1704.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
960	TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
962	TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
963	TABLE 1704.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
964	TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
965	TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
967	SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS
969	SECTION 1706 SPECIAL INSPECTIONS FORWIND REQUIREMENTS SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
970	SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE
971	SECTION 1709 CONTRACTOR RESPONSIBILITY SECTION 1710 STRUCTURAL OBSERVATIONS SECTION 1711 DESIGN STRENGTHS OF MATERIALS SECTION 1712 ALTERNATIVE TEST PROCEDURE
972	SECTION 1713 TEST SAFE LOAD SECTION 1714 IN-SITU LOAD TESTS SECTION 1715 PRECONSTRUCTION LOAD TESTS
973	SECTION 1716 MATERIAL AND TEST STANDARDS
975	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17A – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
977	CHAPTER 17A STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701A GENERAL SECTION 1702A DEFINITIONS
978	SECTION 1703A APPROVALS
979	SECTION 1704A SPECIAL INSPECTIONS
981	TABLE 1704A.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
982	TABLE 1704A.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
983	TABLE 1704A.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
986	TABLE 1704A.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
987	TABLE 1704A.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
988	TABLE 1704A.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
989	TABLE 1704A.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1704A.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1704A.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
991	SECTION 1705A STATEMENT OF SPECIAL INSPECTIONS
993	SECTION 1706A SPECIAL INSPECTIONS FOR WIND REQUIREMENTS SECTION 1707A SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
994	SECTION 1708A STRUCTURAL TESTING FOR SEISMIC RESISTANCE
995	SECTION 1709A CONTRACTOR RESPONSIBILITY SECTION 1710A STRUCTURAL OBSERVATIONS SECTION 1711A DESIGN STRENGTHS OF MATERIALS
996	SECTION 1712A ALTERNATIVE TEST PROCEDURE SECTION 1713A TEST SAFE LOAD SECTION 1714A IN-SITU LOAD TESTS SECTION 1715A PRECONSTRUCTION LOAD TESTS
997	SECTION 1716A MATERIAL AND TEST STANDARDS
999	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
1001	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
1004	SECTION 1804 EXCAVATION, GRADING AND FILL
1005	SECTION 1805 DAMPPROOFING AND WATERPROOFING
1006	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
1007	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1008	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
1009	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
1010	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES
1011	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
1012	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
1013	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
1014	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
1015	SECTION 1809 SHALLOW FOUNDATIONS
1016	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fÎ„C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
1017	FIGURE 1809.3 STEPPED FOOTING TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
1018	SECTION 1810 DEEP FOUNDATIONS
1021	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1022	EQUATION 18-4
1024	EQUATION 18-5
1025	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
1031	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
1033	CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS
1034	SECTION 1803A GEOTECHNICAL INVESTIGATIONS
1037	SECTION 1804A EXCAVATION, GRADING AND FILL SECTION 1805A DAMPPROOFING AND WATERPROOFING
1039	SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1040	TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
1041	EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3 SECTION 1808A FOUNDATIONS
1043	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
1044	TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fÎ„C OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER SECTION 1809A SHALLOW FOUNDATIONS
1045	SECTION 1810A DEEP FOUNDATIONS
1048	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1049	EQUATION 18A-4
1052	EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 EQUATION 18A-11
1057	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
1059	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
1060	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE—continued
1061	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
1062	SECTION 1904 DURABILITY REQUIREMENTS TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fÎ„c) SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
1063	FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE
1064	SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907 DETAILS OF REINFORCEMENT
1065	SECTION 1908 MODIFICATIONS TO ACI 318
1067	SECTION 1909 STRUCTURAL PLAIN CONCRETE
1068	SECTION 1910 MINIMUM SLAB PROVISIONS SECTION 1911 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1
1069	TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1070	SECTION 1913 SHOTCRETE
1071	SECTION 1914 REINFORCED GYPSUM CONCRETE SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
1072	SECTION 1916 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1077	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
1079	CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS
1080	TABLE 1904A.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fÎ„c) FIGURE 1904A.3 WEATHERING PROBABILITY MAP FOR CONCRETE
1081	SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS
1082	SECTION 1905A CONCRETE QUALITY, MIXING AND PLACING
1083	SECTION 1906A FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907A DETAILS OF REINFORCEMENT
1084	SECTION 1908A MODIFICATIONS TO ACI 318
1088	SECTION 1909A STRUCTURAL PLAIN CONCRETE NOT PERMITTED BY OSHPD AND DSA-SS SECTION 1910A MINIMUM SLAB PROVISIONS
1089	SECTION 1911A ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19A-1 TABLE 1911A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912A ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1090	SECTION 1913A SHOTCRETE
1091	SECTION 1914A REINFORCED GYPSUM CONCRETE SECTION 1915A CONCRETE-FILLED PIPE COLUMNS
1092	SECTION 1916A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
1093	SECTION 1917A EXISTING CONCRETE STRUCTURES
1095	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
1097	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION
1099	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
1101	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
1104	SECTION 2103 MASONRY CONSTRUCTION MATERIALS
1105	TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
1106	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
1107	TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106 SEISMIC DESIGN
1108	SECTION 2107 ALLOWABLE STRESS DESIGN SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY
1109	TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2 TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
1110	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
1112	FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
1113	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
1116	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS 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 SIZE
1117	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1120	TABLE 2114.11.3 MINIMUM THICKNESS OF MASONRY WALLS [DSA-SS/CC]
1121	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
1123	CHAPTER 21A MASONRY SECTION 2101A GENERAL
1124	SECTION 2102A DEFINITIONS AND NOTATIONS
1127	SECTION 2103A MASONRY CONSTRUCTION MATERIALS TABLE 2103A.10 CERAMIC TILE MORTAR COMPOSITIONS
1128	SECTION 2104A CONSTRUCTION
1131	SECTION 2105A QUALITY ASSURANCE TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
1132	TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106A SEISMIC DESIGN
1133	SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1
1134	TABLE 2107A.8 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY
1135	SECTION 2109A EMPIRICAL DESIGN OF MASONRY NOT PERMITTED BY OSHPD and DSA-SS SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
1137	FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112A MASONRY HEATERS
1138	SECTION 2113A MASONRY CHIMNEYS
1140	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
1141	FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
1142	FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114A NONBEARING WALLS SECTION 2115A MASONRY SCREEN WALLS
1143	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
1145	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS
1146	SECTION 2205 STRUCTURAL STEEL SECTION 2206 STEEL JOISTS
1147	SECTION 2207 STEEL CABLE STRUCTURES SECTION 2208 STEEL STORAGE RACKS SECTION 2209 COLD-FORMED STEEL SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1148	SECTION 2211 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1151	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
1153	CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS
1154	SECTION 2205A STRUCTURAL STEEL
1156	SECTION 2206A STEEL JOISTS
1157	SECTION 2207A STEEL CABLE STRUCTURES SECTION 2208A STEEL STORAGE RACKS SECTION 2209A COLD-FORMED STEEL SECTION 2210A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1158	SECTION 2211A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1
1159	SECTION 2212A TESTING
1161	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
1163	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
1165	SECTION 2303 MINIMUM STANDARDS AND QUALITY
1169	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
1170	TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
1171	TABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
1172	TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE 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
1173	TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) 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 (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)
1176	TABLE 2304.9.1 FASTENING SCHEDULE
1177	TABLE 2304.9.1—continued FASTENING SCHEDULE
1178	TABLE 2304.9.1—continued FASTENING SCHEDULE
1180	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
1181	EQUATION 23-1 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I) EQUATION 23-2
1182	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
1183	SECTION 2306 ALLOWABLE STRESS DESIGN
1184	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
1185	SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
1187	TABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
1188	TABLE 2306.2.1(1)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
1189	TABLE 2306.2.1(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
1190	TABLE 2306.2.1(2)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1191	TABLE 2306.2.1(3) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F
1192	TABLE 2306.2.1(3)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F
1193	TABLE 2306.2.1(4) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F
1194	TABLE 2306.2.1(4)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATERGORY D, E, OR F
1195	TABLE 2306.3(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
1196	TABLE 2306.3(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F
1197	TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY
1199	TABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES
1202	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/∆ = 360)
1203	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/∆ = 360)
1204	TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/∆ = 360)
1205	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/∆ = 360)
1206	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
1208	FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1209	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)
1210	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
1212	FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
1213	TABLE 2308.9.5HEADER 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)
1214	TABLE 2308.9.5—continued HEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1215	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)
1216	TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
1217	TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/∆ = 240)
1218	TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/∆ = 240)
1219	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/∆ = 240)
1220	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/∆ = 240)
1221	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/∆ = 180)
1222	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/∆ = 180)
1223	TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/∆ = 240)
1224	TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/∆ = 240)
1225	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/∆ = 180)
1226	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/∆ = 180)
1227	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/∆ = 180)
1228	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/∆ = 180)
1229	TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/∆ = 240)
1230	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/∆ = 240)
1231	TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/∆ = 240)
1232	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/∆ = 240)
1233	TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS
1235	TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1236	TABLE 2308.10.9–continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1238	FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
1239	TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
1240	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
1241	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
1242	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
1243	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
1245	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1
1246	TABLE 2403.2.1 [DSA-SS, DSA-SS/CC and OSHPD 1 & 4] MINIMUM GLAZING REQUIREMENTS EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5
1247	EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
1248	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15
1249	SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 2406.2(2)MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1251	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
1253	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD AND PLASTER
1255	CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
1256	SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING
1257	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
1258	TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
1259	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
1260	TABLE 2512.6 CEMENT PLASTERSa SECTION 2513 EXPOSED AGGREGATE PLASTER
1263	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
1265	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
1268	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM
1269	SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
1270	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
1271	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
1272	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
1273	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER
1274	SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
1275	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
1277	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL [F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
1279	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
1281	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
1283	CHAPTER 29 PLUMBING SYSTEMS (NOT ADOPTED BY THE STATE OF CALIFORNIA) SECTION 2901 GENERAL [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3)
1284	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1285	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1287	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
1289	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES
1290	[F] SECTION 3003 EMERGENCY OPERATIONS
1291	SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS
1292	SECTION 3006 MACHINE ROOMS SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
1293	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
1294	SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS
1297	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31 – SPECIAL CONSTRUCTION
1299	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
1300	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
1301	SECTION 3105 AWNINGS AND CANOPIES
1302	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
1306	SECTION 3110 AUTOMATIC VEHICULAR GATES
1307	CHAPTER 31A RESERVED
1309	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC SWIMMING POOLS
1311	CHAPTER 31B [DPH] PUBLIC SWIMMING POOLS DIVISION I—GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
1312	SECTION 3103B SPECIAL POOL CLASSIFICATIONS SECTION 3104B ACCESSIBILITY TO THE PHYSICALLY HANDICAPPED PERSON SECTION 3105B ALTERNATE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION POOL STRUCTURE SECTION 3106B POOL CONSTRUCTION
1313	SECTION 3107B ADDITIONAL REQUIREMENTS FOR A TEMPORARY TRAINING POOL SECTION 3108B POOL GEOMETRY SECTION 3109B PERMANENT MARKINGS
1314	FIGURE 31B-1—DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm)
1315	FIGURE 31B-2—DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS
1316	FIGURE 31B-3—DEPTH AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS SECTION 3110B STEPS, RECESSED STEPS, LADDERS AND RECESSED STAIRS (TREADS)
1317	SECTION 3111B HANDHOLDS SECTION 3112B DIVING BOARDS SECTION 3113B POOL DECKS SECTION 3114B POOL LIGHTING
1318	ANCILLARY AREAS AND FACILITIES SECTION 3115B BATHHOUSE DRESSING, SHOWER AND TOILET FACILITIES SECTION 3116B DRINKING FOUNTAINS SECTION 3117B HOSE BIBBS SECTION 3118B ENCLOSURE OF POOL AREA
1319	SECTION 3119B SIGNS
1320	FIGURE 31B-4—PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5—EFFECTIVE FENCING HEIGHT
1321	SECTION 3120B INDOOR POOL VENTILATION SECTION 3121B FOUNDATIONS FOR POOL EQUIPMENT SECTION 3122B GAS CHLORINATION EQUIPMENT ROOM RECIRCULATION AND TREATMENT SYSTEM COMPONENTS SECTION 3123B GENERAL REQUIRMENTS SECTION 3124B TURNOVER TIME SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
1322	SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS
1323	SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CHEMICAL FEEDERS SECTION 3133B DISINFECTANT FEEDERS
1324	SECTION 3134B POOL FITTINGS
1325	SECTION 3135B SPA POOL SPECIAL REQUIREMENTS SECTION 3136B CLEANING SYSTEMS SECTION 3137B WASTE WATER DISPOSAL SECTION 3138B RESERVED SECTION 3139B RESERVED SECTION 3140B RESERVED SECTION 3141B RESERVED SECTION 3142B RESERVED SECTION 3143B RESERVED SECTION 3144B RESERVED SECTION 3145B RESERVED
1326	SECTION 3146B RESERVED SECTION 3147B RESERVED SECTION 3148B RESERVED SECTION 3149B RESERVED SECTION 3150B RESERVED SECTION 3151B RESERVED SECTION 3152B RESERVED SECTION 3153B RESERVED SECTION 3154B RESERVED SECTION 3155B RESERVED SECTION 3156B RESERVED SECTION 3157B RESERVED SECTION 3158B RESERVED SECTION 3159B RESERVED DIVISION II—PUBLIC SWIMMING POOLS SECTION 3160B SECTION 3161B
1327	SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
1331	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
1333	CHAPTER 31C [DHS] RADIATION SECTION 3101C SCOPE SECTION 3102C RADIATION SHIELDING BARRIERS SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS
1335	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
1337	CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDING AND STRUCTURES
1339	CHAPTER 31E RESERVED
1341	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
1343	CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION
1344	DIVISION 2 SECTION 3102 FAUDIT AND INSPECTION TABLE 31F-2-1 INITIAL AUDIT REPORT SUBMISSION DEADLINE FOR EXISTING BERTHING SYSTEMS TABLE 31F-2-2 MAXIMUM INTERVAL BETWEEN UNDERWATER AUDIT INSPECTIONS (YEARS)
1346	TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-4 SCOPE OF UNDERWATER INSPECTIONS [2.2]
1347	TABLE 31F-2-5 CONDITION ASSESSMENT RATINGS (CAR) [2.2] TABLE 31F-2-6 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
1348	TABLE 31F-2-7 STRUCTURAL FOLLOW-UP ACTIONS [2.2] TABLE 31F-2-8 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
1354	FIGURE 31F-2-1
1355	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
1356	FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping)
1357	FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping) EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7
1358	TABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping) 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
1359	FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12]
1360	FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13]) EQUATION 3-8 EQUATION 3-9 EQUATION 3-10
1361	TABLE 31F-3-7 [3.1] VALUES OF BS AND B1
1362	EQUATION 3-11 EQUATION 3-12 EQUATION 3-13 EQUATION 3-14
1363	TABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA [AFTER 3.24] EQUATION 3-15
1364	EQUATION 3-16 EQUATION 3-17 EQUATION 3-18 EQUATION 3-19 EQUATION 3-20
1365	TABLE 31F-3-11 MAXIMUM BERTHING ANGLE TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH) TABLE 31F-3-10 SITE CONDITIONS
1366	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]
1367	TABLE 31F-3-14 SAFETY FACTORS FOR ROPES EQUATION 3-21 TABLE 31F-3-15 ALLOWABLE WORKING LOADS
1370	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE TABLE 31F-4-1 MOT RISK CLASSIFICATION FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
1371	TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2—SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
1372	EQUATION 4-1 EQUATION 4-2 EQUATION 4-3 FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, µ∆, AND EFFECTIVE DAMPING, ξeff [4.1]
1373	EQUATION 4-4 FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA EQUATION 4-5 EQUATION 4-6 FIGURE 31F-4-5 EFFECTIVE STIFFNESS, ke [4.1] FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
1374	EQUATION 4-7 EQUATION 4-8 FIGURE 31F-4-7 PLAN VEW OF WHARF SEGMENT UNDER X AND V SEISMIC EXCITATIONS [4.3] EQUATION 4-9 EQUATION 4-10 EQUATION 4-11 EQUATION 4-12 EQUATION 4-13
1375	FIGURE 31F-4-8 P-∆ EFFECT EQUATION 4-14
1377	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
1378	TABLE 31F-5-1 MOORING/BERTHING RISK CLASSIFICATION FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] EQUATION 5-1
1379	FIGURE 31F-5-4 PASSING VESSEL
1380	FIGURE 31F-5-5 BERTHING ENERGY CAPACITY EQUATION 5-2 TABLE 31F-5-2 CONTACT LENGTH TABLE 31F-5-3 COEFFICIENT OF FRICTION EQUATION 5-3
1382	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES EQUATION 6-1
1383	EQUATION 6-2
1386	DIVISION 7 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS EQUATION 7-1A EQUATION 7-1B EQUATION 7-1C EQUATION 7-2A EQUATION 7-2B EQUATION 7-2C EQUATION 7-3A EQUATION 7-3B EQUATION 7-3C
1387	TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1 TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3])
1388	TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED 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]
1389	EQUATION 7-4 EQUATION 7-5 EQUATION 7-6 FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH (after Fig. 5.30 of [7.1]) EQUATION 7-7 TABLE 31F-7-4 SUBGRADE MODULUS K EQUATION 7-8 EQUATION 7-9
1390	FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS EQUATION 7-10 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2]) EQUATION 7-11 EQUATION 7-12
1391	TABLE 31F-7-5 LIMITS OF STRAIN EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM EQUATION 7-19
1392	EQUATION 7-20 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS, Îµu EQUATION 7-21 EQUATION 7-22
1393	FIGURE 31F-7-9 DEVELOPMENT LENGTH EQUATION 7-23 EQUATION 7-24 FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-25 EQUATION 7-26 FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY EQUATION 7-27 EQUATION 7-28 FIGURE 31F-7-12 JOINT ROTATION
1394	EQUATION 7-29 EQUATION 7-30 EQUATION 7-31 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE EQUATION 7-32 EQUATION 7-33 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
1396	TABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES EQUATION 7-34 FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY EQUATION 7-35 EQUATION 7-36 EQUATION 7-37 EQUATION 7-38 TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER
1397	EQUATION 7-39 EQUATION 7-40 EQUATION 7-41
1400	DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION EQUATION 8-1
1401	TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
1402	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
1404	DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION
1407	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
1410	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
1413	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
1415	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
1417	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
1419	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 SANITARY
1420	SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
1421	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS
1422	SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
1423	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES
1424	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES—continued
1425	CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL
1427	SECTION 3402 DEFINITIONS
1429	SECTION 3403 ADDITIONS SECTION 3404 ALTERATIONS
1430	SECTION 3405 REPAIRS
1432	SECTION 3406 FIRE ESCAPES SECTION 3407 GLASS REPLACEMENT SECTION 3408 CHANGE OF OCCUPANCY
1433	SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
1434	TABLE 3411.8.5 RAMPS
1435	SECTION 3412 COMPLIANCE ALTERNATIVES
1436	EQUATION 34-1 EQUATION 34-2
1437	EQUATION 34-3 TABLE 3412.6.3 COMPARTMENTATION VALUES TABLE 3412.6.4 SEPARATION VALUES
1438	TABLE 3412.6.5 CORRIDOR WALL VALUES EQUATION 34-4 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
1439	TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES TABLE 3412.6.10 SMOKE CONTROL VALUES
1440	TABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED TABLE 3412.6.11(2) MEANS OF EGRESS VALUES TABLE 3412.6.12 DEAD-END VALUES
1441	TABLE 3412.6.14 ELEVATOR CONTROL VALUES TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
1442	TABLE 3412.6.17 SPRINKLER SYSTEM VALUES 3412.6.18 STANDPIPE SYSTEM VALUES TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
1443	TABLE 3412.7 SUMMARY SHEET — BUILDING CODE
1444	TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.9 EVALUATION FORMULASa SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
1447	SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM]
1449	SECTION 3415 EXISTING GROUP I OCCUPANCIES [SFM]
1450	SECTION 3416 EXISTING GROUP L OCCUPANCIES [SFM] SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
1451	TABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb)
1452	TABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE When two units are given, values within parentheses are in pounds (lbs.)
1453	TABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND OCCUPANCY CATEGORY. ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS “STATE-OWNED.” SECTION 3418 DEFINITIONS
1454	SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
1457	SECTION 3420 METHOD A SECTION 3421 METHOD B
1458	SECTION 3422 PEER REVIEW REQUIREMENTS
1459	SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES
1461	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES
1463	CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL SECTION 3402A DEFINITIONS
1464	SECTION 3403A ADDITIONS
1465	SECTION 3404A ALTERATIONS
1466	SECTION 3405A REPAIRS
1467	SECTION 3406A FIRE ESCAPES SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY
1468	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 SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES
1470	SECTION 3413A MODIFICATIONS TO ASCE 41
1472	SECTION 3414A PEER REVIEW REQUIREMENTS
1473	SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
1475	CHAPTER 65 SIGNS SECTION 6501 DEFINITIONS SECTION 6502 GENERAL REQUIREMENTS
1476	TABLE 65-1 SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS SECTION 6503 GROUND SIGNS SECTION 6504 PROJECTING SIGNS SECTION 6505 WALL SIGNS SECTION 6506 ROOF SIGNS
1477	SECTION 6507 SPECIAL SIGNS
1479	CHAPTER 66 SPECIAL SAFETY PROVISIONS SECTION 6601 GENERAL PROVISIONS SECTION 6602 AMUSEMENT DEVICES SECTION 6603 REBOUND TUMBLING EQUIPMENT SECTION 6604 REBOUND TUMBLING CENTER
1480	SECTION 6605 LAYOUT OF REBOUND TUMBLING EQUIPMENT 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
1481	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
1482	SECTION 6708 DOORS: GENERAL SECTION 6709 DOORS: SWINGING DOORS SECTION 6710 DOORS: SLIDING GLASS DOORS
1483	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 SECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS
1485	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
1486	SECTION 6906 REVOCATION OF PERMITS SECTION 6907 OTHER PERMITS REQUIRED SECTION 6908 VALIDITY OF PERMIT
1487	CHAPTER 94 REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN EARTHQUAKE HIGH-DAMAGE AREAS SECTION 9401 PURPOSE SECTION 9402 SCOPE SECTION 9403 DEFINITIONS SECTION 9404 ADMINISTRATION
1488	TABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1,2 SECTION 9405 GENERAL REQUIREMENTS
1489	CHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS SECTION 9501 PURPOSE SECTION 9502 SCOPE SECTION 9503 DEFINITIONS SECTION 9504 ADMINISTRATION
1490	SECTION 9505 GENERAL REQUIREMENTS SECTION 9506 ANALYSIS AND DESIGN
1491	SECTION 9507 MATERIALS OF CONSTRUCTION SECTION 9508 PLANS
1492	TABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1,2
1493	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
1494	SECTION 9606 ADMINISTRATION
1495	SECTION 9607 HISTORICAL BUILDINGS SECTION 9608 INFORMATION REQUIRED ON PLANS
1496	SECTION 9609 INTERPRETATION OF THIS CHAPTER
1497	TABLE 96-A RATING CLASSIFICATION TABLE 96-B TIME LIMITS FOR COMPLIANCE TABLE 96-C EXTENSION OF TIME AND SERVICE PRiORITIES
1498	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
1499	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
1501	CHAPTER 99 BUILDING AND PROPERTY REHABILITATION SECTION 9901 SCOPE SECTION 9902 DEFINITIONS SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING SECTION 9904 SUBSTANDARD CONDITIONS
1502	SECTION 9905 SUBSTANDARD PROPERTY
1503	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
1504	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
1505	SECTION 9918 HEARING BY BUILDING REHABILITATION APPEALS BOARD SECTION 9919 HEARING NOT REQUESTED SECTION 9920 NOTICE OF HEARING SECTION 9921 FORM AND CONTENTS OF NOTICE SECTION 9922 POSTING OF NOTICE SECTION 9923 ORDER: SUBSTANDARD BUILDING SECTION 9924 ORDER: SUBSTANDARD PROPERTY
1506	SECTION 9925 WORK BY PRIVATE PARTY SECTION 9926 WORK BY COUNTY SECTION 9927 COSTS SECTION 9928 NOTIFICATION OF COSTS SECTION 9929 COLLECTION
1507	SECTION 9930 SALVAGE SECTION 9931 INTERFERENCE PROHIBITED SECTION 9932 PROSECUTION SECTION 9933 OTHER ABATEMENT PROCEDURES SECTION 9934 VEHICLES
1509	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
1510	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1511	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
1512	AF&PA AISC AISI AITC
1513	ALI ANSI APA
1514	APSP ASABE ASCE/SEI
1515	ASME ASTM
1521	AWCI AWPA AWS BHMA
1522	CGSB CPA CPSC CSA CSSB
1523	DASMA DOC DOJ DOL DOTn
1524	EN FEMA FM GA HPVA
1525	HUD ICC ISO NAAMM NCMA
1526	NFPA
1533	PCI PTI SFM RMI SDI
1534	SJI SPRI TIA TMS TPI
1535	UBC UL
1537	ULC USC WDMA WRI
1539	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS (NOT ADOPTED BY STATE AGENCIES)
1541	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS
1543	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS (NOT ADOPTED BY STATE AGENCIES)
1545	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
1547	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS
1549	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
1551	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS (NOT ADOPTED BY STATE AGENCIES)
1553	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
1554	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
1555	SECTION D106 REFERENCED STANDARDS
1557	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX E – RESERVED
1559	APPENDIX E RESERVED
1561	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING NOT ADOPTED BY STATE AGENCIES)
1563	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
1565	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX G – FLOOD RESISTANT CONSTRUCTION (NOT ADOPTED BY STATE AGENCIES)
1567	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES
1568	SECTION G104 PERMITS SECTION G105 VARIANCES
1569	SECTION G201 DEFINITIONS
1570	SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES
1571	SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
1572	SECTION G1101 REFERENCED STANDARDS
1573	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX H – SIGNS (NOT ADOPTED BY STATE AGENCIES)
1575	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION
1576	SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
1577	SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
1578	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
1579	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS
1581	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR OPENINGS SECTION I104 STRUCTURAL PROVISIONS
1583	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX J – GRADING
1585	APPENDIX J GRADING SECTION J101 GENERAL
1586	SECTION J102 DEFINITIONS
1587	SECTION J103 PERMITS REQUIRED
1588	FIGURE J103.2
1589	SECTION J104 PERMIT APPLICATION AND SUBMITTALS
1591	SECTION J105 INSPECTIONS
1593	SECTION J106 EXCAVATIONS SECTION J107 FILLS
1594	FIGURE J107.3 BENCHING DETAILS
1595	SECTION J108 SETBACKS FIGURE J108.1 DRAINAGE DIMENSIONS
1596	SECTION J109 DRAINAGE AND TERRACING
1597	SECTION J110 EROSION CONTROL
1598	SECTION J111 REFERENCED STANDARDS
1599	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
1600	SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
1601	FIGURE K103.1
1602	FIGURE K103.1
1603	SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS SECTION K109 ALTERNATE MEANS OF PROTECTION
1605	INDEX
1645	HISTORY NOTE APPENDIX
1647	2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 CALIFORNIA BUILDING STANDARDS COMMISSION TITLE PAGE
1648	COPYRIGHT
1649	PREFACE
1650	PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS
1651	HISTORICAL PREFACE
1653	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
1654	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
1655	TABLE OF CONTENTS
1657	CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT
1658	SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS
1659	CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS
1661	CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES
1663	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
1664	SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS
1665	CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOPE SECTION 8-502 GENERAL
1666	SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS
1667	CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES
1668	SECTION 8-604 EQUIVALENT FACILITATION
1669	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 SECTION 8-706 LATERAL LOAD REGULATIONS
1671	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
1672	SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON
1673	TABLE8-8A ALLOWABLE VALUES FOR EXISTING MATERIALS SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING
1674	TABLE 8-8B ALLOWABLE VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION
1675	CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL
1676	SECTION 8-903 PLUMBING
1677	SECTION 8-904 ELECTRICAL
1679	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
1681	APPENDIX A CHAPTER 8-1 CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY
1682	TABLE 1—PROVISION APPLICABILITY—continued
1683	TABLE 1—PROVISION APPLICABILITY—continued
1685	HISTORY NOTE APPENDIX CALIFORNIA HISTORICAL BUILDING CODE
1687	2010 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 10 2010 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 10 CALIFORNIA BUILDING STANDARDS COMMISSION BASED ON THE 2009 INTERNATIONAL EXISTING BUILDING CODE® TITLE PAGE
1688	COPYRIGHT
1689	TABLE OF CONTENTS
1691	APPENDIX CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
1693	APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS
1694	SECTION A104 SYMBOLS AND NOTATIONS
1695	SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS
1696	EQUATION A1-1 EQUATION A1-2
1697	EQUATION A1-3 SECTION A107 QUALITY CONTROL
1698	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
1699	SECTION A111 SPECIAL PROCEDURE EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12
1700	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
1701	EQUATION A1-23 EQUATION A1-24 EQUATION A1-25 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
1702	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
1703	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
1704	TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
1705	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
1706	FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
1707	FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
1709	REFERENCED STANDARDS UNIFORM BUILDING CODE STANDARD 21–4 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS SECTION 21.401 — SCOPE SECTION 21.402 — CLASSIFICATION SECTION 21.403 — MATERIALS SECTION 21.404 — PHYSICAL REQUIREMENTS SECTION 21.405 — MINIMUM FACE-SHELL AND WEB THICKNESSES SECTION 21.406 — PERMISSIBLE VARIATIONS IN DIMENSIONS
1710	SECTION 21.407 — VISUAL INSPECTION SECTION 21.408 — METHODS OF SAMPLING AND TESTING SECTION 21.409 — REJECTION TABLE 21–4-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS TABLE 21–4-B STRENGTH AND ABSORPTION REQUIREMENTS
1711	TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS
1712	UNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS SECTION 21.601 — SCOPE SECTION 21.602 — PREPARATION OF SAMPLE SECTION 21.603 — APPLICATION OF LOAD AND DETERMINATION OF RESULTS UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS SECTION 21.701 — SCOPE SECTION 21.702 — DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS SECTION 21.703 — TORQUE TESTING OF NEW BOLTS SECTION 21.704 — PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS SECTION 21.705 — REPORTS
1713	UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS SECTION 21.801 — SCOPE SECTION 21.802 — JOINT PREPARATION SECTION 21.803 — MORTAR PREPARATION SECTION 21.804 — PACKING
1714	UNIFORM BUILDING CODE STANDARD 21–13 HYDRATED LIME FOR MASONRY PURPOSES SECTION 21.1301 — SCOPE SECTION 21.1302 — DEFINITION SECTION 21.1303 — ADDITIONS SECTION 21.1304 — MANUFACTURER’S STATEMENT SECTION 21.1305 — CHEMICAL REQUIREMENTS COMPOSITION SECTION 21.1306 — RESIDUE, POPPING AND PITTING SECTION 21.1307 — PLASTICITY SECTION 21.1308 — WATER RETENTION SECTION 21.1309 — SPECIAL MARKING
1715	SECTION 21.1310 — QUALITY CONTROL TABLE 21–13–A—CHEMICAL REQUIREMENTS
1717	HISTORY NOTE APPENDIX CALIFORNIA EXISTING BUILDING CODE
1719	ICC MEMBERSHIP
1720	I-CODE TOOLS FOR YOUR 2010 CALIFORNIA CODE


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Standard Title	County of Los Angeles Building Code (2 Volumes) Complete Code
Published Code	CA
Publication Date	2011
Pages Count	1720