The California Building Code (CBC) contains general building design and construction requirements relating to fire and life safety, structural safety, and access compliance. CBC provisions provide minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, quality of materials, use and occupancy, location and maintenance of all buildings and structures and certain equipment. Matrix Adoption tables are provided at beginning of every chapter in Part 2 to indicate what chapters and sections are adopted by state agencies (for application to their respective occupancies). This 2-volume set is a fully integrated code based on the 2009 International Building Code

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1	2010_CA_Building_Vol_I.pdf 2010 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 1 OF 2
2	2010 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 1 OF 2 CALIFORNIA BUILDING STANDARDS COMMISSION BASED ON THE 2009 INTERNTIONAL BUILDING CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE ACKNOWLEDGMENTS
5	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
6	EFFECTIVE USE OF THE IBC/CBC
16	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
18	CALIFORNIA MATRIX ADOPTION TABLES
20	ORDINANCE
22	TABLE OF CONTENTS
36	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION
37	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION—continued
38	CHAPTER 1 SCOPE AND ADMINISTRATION DIVISION I CALIFORNIA ADMINISTRATION SECTION 1.1 GENERAL
40	SECTION 1.2 BUILDING STANDARDS COMMISSION
41	SECTION 1.3 CORRECTIONS STANDARDS AUTHORITY SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS
42	SECTION 1.5 RESERVED SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS
43	SECTION 1.8.3 LOCAL ENFORCING AGENCY
44	SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS
45	SECTION 1.8.5 RIGHT-OF-ENTRY FOR ENFORCEMENT SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION
46	SECTION 1.8.8 APPEALS BOARD
47	SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 DIVISION OF THE STATE ARCHITECT
50	SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
51	SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL
55	SECTION 1.12 STATE LIBRARIAN SECTION 1.13 RESERVED SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION
56	DIVISION II SCOPE AND ADMINISTRATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
57	SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
58	SECTION 105 PERMITS
60	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS
62	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES SECTION 110 INSPECTIONS
63	SECTION 111 CERTIFICATE OF OCCUPANCY
64	SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
66	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
67	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
68	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
69	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
70	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
71	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
72	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
74	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
92	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
93	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION—continued
94	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A
95	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
96	SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H
98	[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
99	[F] TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
100	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
105	SECTION 308 INSTITUTIONAL GROUP I
106	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
109	SECTION 311 STORAGE GROUP S
110	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 LABORATORIES GROUP L [SFM]
112	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY
113	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE ANDOCCUPANCY—continued
114	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE ANDOCCUPANCY—continued
116	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS EQUATION 4-1
119	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
121	TABLE 403.2.4 MINIMUM BOND STRENGTH
123	SECTION 404 ATRIUMS SECTION 405 UNDERGROUND BUILDINGS
124	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
126	TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT
128	SECTION 407 GROUP I-2
131	SECTION 408 GROUP I-3
134	SECTION 409 MOTION PICTURE PROJECTION ROOMS
135	SECTION 410 STAGES AND PLATFORMS
137	SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
138	TABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
139	[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
140	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
141	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
142	[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
144	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
147	[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
148	TABLE 415.3.1—continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
149	[F] TABLE 415.3.2 DETACHED BUILDING REQUIRED
152	[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
157	SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS
158	SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R-3.1 and R-4
159	SECTION 421 HYDROGEN CUTOFF ROOMS
160	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]
163	SECTION 426 GROUP I-4 [SFM]
164	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]
165	SECTION 433 FIXED GUIDEWAY TRANSIT SYSTEMS [SFM]
168	SECTION 434 EXPLOSIVES [SFM]
171	SECTION 435 RESERVED SECTION 436 WINERY CAVES [SFM]
172	SECTION 437 RESERVED SECTION 438 RESERVED SECTION 439 PUBLIC LIBRARIES [SL AND SFM]
173	SECTION 440 GROUP C [SFM]
175	SECTION 441 RESERVED SECTION 442 GROUP E [SFM]
176	SECTION 443 GROUP L [SFM]
178	TABLE 443.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE
179	SECTION 444 RESERVED SECTION 445 LARGE FAMILY DAY-CARE HOMES [SFM]
182	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS
184	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
185	TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS
186	SECTION 505 MEZZANINES
187	SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2
188	SECTION 507 UNLIMITED AREA BUILDINGS
189	SECTION 508 MIXED USE AND OCCUPANCY
191	TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES SECTION 509 SPECIAL PROVISIONS
192	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
196	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION
198	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) SECTION 602 CONSTRUCTION CLASSIFICATION
199	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE TABLE 602.4 WOOD MEMBER SIZE
200	SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
202	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES
204	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS
205	SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
206	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
208	SECTION 705 EXTERIOR WALLS
209	EQUATION 7-1 FIGURE 705.7 EQUIVALENT OPENING FACTOR
210	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
211	EQUATION 7-2
212	SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
214	SECTION 707 FIRE BARRIERS TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
215	SECTION 708 SHAFT ENCLOSURES
219	SECTION 709 FIRE PARTITIONS
220	SECTION 710 SMOKE BARRIERS SECTION 711 SMOKE PARTITIONS
221	SECTION 712 HORIZONTAL ASSEMBLIES
222	SECTION 713 PENETRATIONS
224	SECTION 714 FIRE-RESISTANT JOINT SYSTEMS
225	SECTION 715 OPENING PROTECTIVES TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS
228	TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS
229	SECTION 716 DUCTS AND AIR TRANSFER OPENINGS TABLE 716.3.2.1 FIRE DAMPER RATING
234	SECTION 717 CONCEALED SPACES
236	SECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS
237	SECTION 720 PRESCRIPTIVE FIRE RESISTANCE
239	TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
240	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
241	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
242	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
243	TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
244	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
245	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
246	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
247	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
248	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
249	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
250	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
251	TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
252	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
253	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
254	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
255	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
256	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
257	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
258	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
259	SECTION 721 CALCULATED FIRE RESISTANCE
260	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
261	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
262	FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
263	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
264	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
265	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)
266	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
267	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
268	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
269	EQUATION 7-6 EQUATION 7-7 TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
270	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
271	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
272	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
273	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
274	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
275	TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS
276	TABLE 721.5.1(2) PROPERTIES OF CONCRETE TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
277	TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
278	TABLE 721.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
279	TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
280	TABLE 721.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
281	TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
282	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)]
283	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)]
284	FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
285	EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
286	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
287	FIGURE 721.6.3(1) LOAD FIGURE FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS
288	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
290	CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION 701A SCOPE, PURPOSE AND APPLICATION
291	SECTION 702A DEFINITIONS SECTION 703A STANDARDS OF QUALITY
292	SECTION 704A IGNITION-RESISTANT CONSTRUCTION
293	SECTION 705A ROOFING SECTION 706A VENTS SECTION 707A EXTERIOR COVERING
295	SECTION 708A EXTERIOR WINDOWS AND DOORS SECTION 709A DECKING
296	SECTION 710A ACCESSORY STRUCTURES
298	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES
300	CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES
302	TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
303	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
304	[F] SECTION 806 DECORATIVE MATERIALS AND TRIM SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
306	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS
307	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
308	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
309	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
310	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
311	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
312	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS
315	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
317	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
319	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
322	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
324	SECTION 905 STANDPIPE SYSTEMS
327	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
328	[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
329	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
341	[F] TABLE 907.5.2.3.3 VISIBLE ALARMS
343	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
345	EQUATION 9-1 EQUATION 9-2
346	EQUATION 9-3
350	SECTION 910 SMOKE AND HEAT VENTS
351	[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
352	SECTION 911 FIRE COMMAND CENTER
353	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
354	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
356	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS
357	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
358	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
359	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
360	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
361	SECTION 1003 GENERAL MEANS OF EGRESS
364	SECTION 1004 OCCUPANT LOAD TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
365	SECTION 1005 EGRESS WIDTH SECTION 1006 MEANS OF EGRESS ILLUMINATION
366	SECTION 1007 ACCESSIBLE MEANS OF EGRESS
369	SECTION 1008 DOORS, GATES AND TURNSTILES
370	TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
375	SECTION 1009 STAIRWAYS
378	SECTION 1010 RAMPS
379	SECTION 1011 EXIT SIGNS
381	SECTION 1012 HANDRAILS
382	SECTION 1013 GUARDS
383	SECTION 1014 EXIT ACCESS
384	SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
385	TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
386	SECTION 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
387	SECTION 1017 AISLES SECTION 1018 CORRIDORS
388	TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
389	SECTION 1019 EGRESS BALCONIES SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS AND CONTINUITY TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
390	TABLE 1021.2 STORIES WITH ONE EXIT SECTION 1022 EXIT ENCLOSURES
392	SECTION 1023 EXIT PASSAGEWAYS SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
394	SECTION 1025 HORIZONTAL EXITS
395	SECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS SECTION 1027 EXIT DISCHARGE
396	SECTION 1028 ASSEMBLY
398	TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
400	TABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
401	SECTION 1029 EMERGENCY ESCAPE AND RESCUE
404	CHAPTER 11 RESERVED
406	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY
408	CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I – APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY
409	SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A COVERED MULTIFAMILY DWELLINGS
410	SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES SECTION 1106A SITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS
413	DIVISION II – EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL SECTION 1109A PARKING FACILITIES
415	SECTION 1110A EXTERIOR ROUTES OF TRAVEL SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
416	SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE
417	SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES TABLE – EXAMPLES OF RAMP DIMENSIONS
418	SECTION 1115A EXTERIOR STAIRWAYS
419	SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES
420	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
421	SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES TABLE – EXAMPLES OF RAMP DIMENSIONS
422	SECTION 1123A INTERIOR STAIRWAYS
423	SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
425	SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES SECTION 1126A DOORS
426	SECTION 1127A COMMON USE FACILITIES
433	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
435	SECTION 1133A KITCHENS SECTION 1134A BATHING AND TOILET FACILITIES
438	SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
440	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
441	SECTION 1141A ACCESSIBLE SWIMMING POOLS
442	SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE
443	SECTION 1144A RESERVED SECTION 1145A RESERVED SECTION 1146A RESERVED SECTION 1147A RESERVED SECTION 1148A RESERVED SECTION 1149A RESERVED
444	DIVISION VI – SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS
446	DIVISION VII – FIGURES (NOTE: FIGURES ATTACHED FOLLOWING EXPRESS TERMS) FIGURE 11A-1A—INTERNATIONAL ACCESSIBILITY SYMBOL
447	FIGURE 11A-1B—OVERHANGING OBSTRUCTION
448	FIGURE 11A-1C—WIDTH OF ACCESSIBLE ROUTE
449	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
450	FIGURE 11A-1G—MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
451	FIGURE 11A-1H—MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
452	FIGURE 11A-1I—FORWARD REACH
453	FIGURE 11A-1J—SIDE REACH
454	FIGURE 11A-1K—MINIMUM CLEARANCES FOR SEATING AND TABLE
455	FIGURE 11A-1L—CORRIDOR OVER 200 FEET (60 960 mm)
456	FIGURE 11A-2A—DOUBLE PARKING STALLS
457	FIGURE 11A-2B—SINGLE AND VAN ACCESSIBLE PARKING STALLS FIGURE 11A-2C—DIAGONAL PARKING STALLS
458	FIGURE 11A-3A—CURB DETAILS
459	FIGURE 11A-3B—CURB DETAIL
460	FIGURE 11A-3C—CURB DETAIL
461	FIGURE 11A-3D—CURB DETAIL FIGURE 11A-3E—CURB DETAIL
462	FIGURE 11A-3F—CURB DETAIL FIGURE 11A-3G—CURB DETAIL
463	FIGURE 11A-3H—CURB DETAIL FIGURE 11A-3I—CURB DETAIL
464	FIGURE 11A-3J—CURB DETAIL FIGURE 11A-3K—CURB DETAIL
465	FIGURE 11A-3L—CURB SECTIONS
466	FIGURE 11A-3M – RETURNED CURB STYLE (See Figure 11B-21) FIGURE 11A-3N – TRUNCATED DOMES (See Figure 11B-23A) FIGURE 11A-3—(RESERVED)
467	FIGURE 11A-5A—RAMPS AND SIDEWALKS
468	FIGURE 11A-6A—WARNING STRIPING AND HANDRAIL EXTENSIONS
469	FIGURE 11A-6B—STAIR HANDRAILS
470	FIGURE 11A-6C—RAMP DIMENSIONS
471	FIGURE 11A-6D—RAMP LANDING AND DOORWAY
472	FIGURE 11A-6E—STAIR HANDRAILS
473	FIGURE 11A-7A—MINIMUM DIMENSIONS OF ELEVATOR CARS
474	FIGURE 11A-7B—ELEVATOR CONTROL PANEL
475	FIGURE 11A-7C—HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D—GRAPH OF TIMING EQUATION
476	FIGURE 11A-8A—FRONT APPROACHES—SWINGING DOORS FIGURE 11A-8B—HINGE-SIDE APPROACHES—SWINGING DOORS
477	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
478	FIGURE 11A-8G—VESTIBULE
479	FIGURE 11A-8H—VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY)
480	FIGURE 11A-8I—THRESHOLDS
481	FIGURE 11A-8J—PLATFORM AT SECONDARY EXTERIOR DOOR FIGURE 11A-8K—RAMP AT SECONDARY EXTERIOR DOOR
482	FIGURE 11A-9A—MULTIPLE ACCOMMODATION TOILET FACILITY
483	FIGURE 11A-9B
484	FIGURE 11A-9C—GRAB BAR SECTION
485	FIGURE 11A-9D—KNEE CLEARANCE
486	FIGURE 11A-9E—CLEAR FLOOR SPACE AT BATHTUBS
487	FIGURE 11A-9F—GRAB BARS AT BATHTUBS
488	FIGURE 11A-9G
489	FIGURE 11A-9H—ROLL-IN SHOWER
490	FIGURE 11A-9I—ROLL-IN SHOWER
491	FIGURE 11A-9J—OPEN SHOWER
492	FIGURE 11A-9K—ALTERNATIVE ROLL-IN
493	FIGURE 11A-9L—SHOWER WITH WATER CLOSET FIGURE 11A-9M—WING WALL OR CABINET AT WATER CLOSET
494	FIGURE 11A-10A—KITCHEN SPECIFICATIONS
495	FIGURE 11A-11A—WATER FOUNTAINS
496	FIGURE 11A-11B—MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES
497	FIGURE 11A-11C—INTERNATIONAL TTY SYMBOL FIGURE 11A-11D—VOLUME CONTROL TELEPHONES FIGURE 11A-11E—INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
498	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING
500	CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING DIVISION I – NEW BUILDINGS SECTION 1101B SCOPE SECTION 1102B DEFINITIONS
503	SECTION 1103B BUILDING ACCESSIBILITY
504	SECTION 1104B ACCESSIBILITY FOR GROUP A OCCUPANCIES
505	TABLE 11B-1 WHEELCHAIR SEATING SPACES
507	SECTION 1105B ACCESSIBILITY FOR GROUP B OCCUPANCIES
508	SECTION 1106B ACCESSIBILITY FOR GROUP E OCCUPANCIES
509	SECTION 1107B FACTORIES AND WAREHOUSES SECTION 1108B ACCESSIBILITY FOR GROUP H OCCUPANCIES
510	SECTION 1109B ACCESSIBILITY FOR GROUP I OCCUPANCIES SECTION 1110B ACCESSIBILITY FOR GROUP M OCCUPANCIES
511	TABLE 11B-2 CHECK STANDS
512	SECTION 1111B ACCESSIBILITY FOR GROUP R OCCUPANCIES
513	TABLE 11B-3 ADDITIONAL ACCESSIBILITY REQUIRED IN GUEST ROOMS OR SUITES* TABLE 11B-4 ADDITIONAL ACCESSIBILITY REQUIRED FOR HEARING IMPAIRED IN GUEST ROOMS*
514	SECTION 1112B RESERVED SECTION 1113B RESERVED SECTION 1114B FACILITY ACCESSIBILITY
515	SECTION 1115B BATHING AND TOILET FACILITIES (SANITARY FACILITIES)
516	TABLE 1115B-1 SUGGESTED DIMENSIONS FOR CHILDREN’S USE
521	SECTION 1116B ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
524	SECTION 1117B OTHER BUILDING COMPONENTS
525	TABLE – PUBLIC TELEPHONE REQUIREMENTS (SEE FIGURE 11B-4)
527	TABLE – VISUAL CHARACTER HEIGHT
531	TABLE 11B-5 MAXIMUM REACH DEPTH FOR AUTOMATED TELLER MACHINES
532	SECTION 1118B SPACE ALLOWANCE AND REACH RANGES SECTION 1119B SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE SECTION 1120B FLOOR AND LEVELS
533	SECTION 1121B TRANSPORTATION FACILITIES
536	SECTION 1122B FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS
537	SECTION 1123B ACCESS TO EMPLOYEE AREAS SECTION 1124B GROUND AND FLOOR SURFACES SECTION 1125B STORAGE SECTION 1126B VENDING MACHINES AND OTHER EQUIPMENT
538	DIVISION II—SITE ACCESSIBILITY SECTION 1127B EXTERIOR ROUTES OF TRAVEL
539	SECTION 1128B PEDESTRIAN GRADE SEPARATIONS (OVERPASSES AND UNDERPASSES) SECTION 1129B ACCESSIBLE PARKING REQUIRED
540	TABLE 11B-6 SPACES REQUIRED
541	SECTION 1130B PARKING STRUCTURES SECTION 1131B PASSENGER DROP-OFF AND LOADING ZONES SECTION 1132B OUTDOOR OCCUPANCIES
543	DIVISON III—ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL SECTION 1133B GENERAL ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL
547	TABLE – EXAMPLES OF RAMP DIMENSIONS
550	DIVISION IV—ACCESSIBILITY FOR EXISTING BUILDINGS SECTION 1134B ACCESSIBILITY FOR EXISTING BUILDINGS
551	SECTION 1135B HISTORIC PRESERVATION—SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE
552	FIGURE 11B-1A
553	FIGURE 11B-1B—MULTIPLE-ACCOMMODATION TOILET FACILITY
554	FIGURE 11B-1C—TYPICAL GRAB BAR SECTION
555	FIGURE 11B-1D—KNEE CLEARANCE
556	FIGURE 11B-1E—CLEARANCES AT WATER CLOSETS
557	FIGURE 11B-2A—SHOWER STALLS
558	FIGURE 11B-2B—SHOWER STALLS—continued
559	FIGURE 11B-2C—SHOWER STALLS—continued
560	FIGURE 11B-2D—SHOWER SEAT
561	FIGURE 11B-3A—DRINKING FOUNTAINS
562	FIGURE 11B-3B—DRINKING FOUNTAINS—continued
563	FIGURE 11B-4—MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES
564	FIGURE 11B-5A—MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
565	FIGURE 11B-5B—DOOR WIDTH
566	FIGURE 11B-5C—FORWARD REACH
567	FIGURE 11B-5D—SIDE REACH
568	FIGURE 11B-5E—WIDTH OF ACCESSIBLE ROUTE
569	FIGURE 11B-5F—ATM REACH RANGE LIMITS
570	FIGURE 11B-6—INTERNATIONAL ACCESSIBILITY SYMBOL
571	FIGURE 11B-7A—PROTRUDING OBJECTS
572	FIGURE 11B-7B—OBJECTS MOUNTED ON POSTS OR PYLONS
573	FIGURE 11B-7C—OVERHANGING AND OVERHEAD HAZARDS
574	FIGURE 11B-7D—PROTECTION AROUND WALL-MOUNTED OBJECTS
575	FIGURE 11B-7E
576	FIGURE 11B-8—CLEAR FLOOR SPACE AT BATHTUBS
577	FIGURE 11B-9—GRAB BARS AT BATHTUBS
578	FIGURE 11B-12—WHEELCHAIR TURNING SPACE
579	FIGURE 11B-13—MINIMUM CLEARANCES FOR SEATING AND TABLE
580	FIGURE 11B-14A—INTERNATIONAL TTY SYMBOL FIGURE 11B-14B—VOLUME CONTROL TELEPHONES FIGURE 11B-14C—INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
581	FIGURE 11B-15—SPACE REQUIREMENTS FOR WHEELCHAIR SEATING
582	FIGURE 11B-16—FOOD SERVICE LINES FIGURE 11B-17—TABLEWARE AREAS
583	FIGURE 11B-18A—DOUBLE PARKING STALLS
584	FIGURE 11B-18B—SINGLE PARKING STALLS FIGURE 11B-18C—DIAGONAL PARKING STALLS
585	FIGURE 11B-19A—CURB DETAILS
586	FIGURE 11B-19B—CURB DETAIL
587	FIGURE 11B-19C—CURB DETAIL
588	FIGURE 11B-20A—CURB DETAIL—CASES A AND B
589	FIGURE 11B-20B—CURB DETAIL—CASES C AND D
590	FIGURE 11B-20C—CURB DETAIL—CASES E AND F
591	FIGURE 11B-20D—CURB DETAIL—CASES G AND H
592	FIGURE 11B-20E—CURB SECTIONS
593	FIGURE 11B-21—RETURNED CURB STYLE
594	FIGURE 11B-22—CURB RAMPS AT MARKED CROSSING
595	FIGURE 11B-23A—TRUNCATED DOMES
596	FIGURE 11B-23B—DIRECTIONAL BARS
597	FIGURE 11B-24—ACCESS AISLE AT PASSENGER LOADING ZONES
598	FIGURE 11B-25—OBSTRUCTIONS
599	FIGURE 11B-26A—LEVEL MANEUVERING CLEARANCE AT DOORS
600	FIGURE 11B-26B—LEVEL MANEUVERING CLEARANCE AT DOORS—continued
601	FIGURE 11B-26C—LEVEL MANEUVERING CLEARANCE AT DOORS—continued
602	FIGURE 11B-27—RAMPS AND SIDEWALKS
603	FIGURE 11B-28—OVERHANGING OBSTRUCTION
604	FIGURE 11B-29—DOOR CONSTRUCTION
605	FIGURE 11B-30—VESTIBULE
606	FIGURE 11B-31—VESTIBULE (SERVING OTHER THAN REQUIRED EXIT STAIRWAY)
607	FIGURE 11B-32—THRESHOLDS
608	FIGURE 11B-33—CLEAR DOOR WIDTH AND DEPTH
609	FIGURE 11B-34—CORRIDOR OVER 200 FEET (60 960 mm)
610	FIGURE 11B-35—WARNING STRIPING AND HANDRAIL EXTENSIONS
611	FIGURE 11B-36—STAIR HANDRAILS
612	FIGURE 11B-37—STAIR HANDRAILS
613	FIGURE 11B-38—RAMP DIMENSIONS
614	FIGURE 11B-39—RAMP LANDING AND DOORWAY
615	FIGURE 11B-40—CLEANER AIR SYMBOL
616	FIGURE 11B-40A—MINIMUM DIMENSIONS OF ELEVATOR CARS
617	FIGURE 11B-40B—ELEVATOR CONTROL PANEL
618	FIGURE 11B-40C—HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11B-40D—GRAPH OF TIMING EQUATION
620	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11C – STANDARDS FOR CARD READERS AT GASOLINE FUEL-DISPENSING FACILITIES
622	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
623	FIGURE 11C-1 CARD READERS MOUNTED IN FUEL DISPENSERS
624	FIGURE 11C-2 CARD READERS LOCATED ON FREE-STANDING PEDESTALS
626	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT
628	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION
629	SECTION 1204 TEMPERATURE CONTROL
630	SECTION 1205 LIGHTING SECTION 1206 YARDS OR COURTS
631	SECTION 1207 [HCD 1& HCD 2] SOUND TRANSMISSION
633	SECTION 1208 INTERIOR SPACE DIMENSIONS
634	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 SURROUNDING MATERIALS SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS
635	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
638	TABLE 1224.1 ACCEPTABLE CEILING AND CARPET LOCATIONS
639	TABLE 1224.1—continued ACCEPTABLE CEILING AND CARPET LOCATIONS
640	TABLE 1224.2 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1,6
641	TABLE 1224.3 SOUND TRANSMISSION LIMITATIONS IN ACUTE CARE GENERAL HOSPITALS
663	SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES
668	SECTION 1226 [OSHPD 3] CLINICS
671	SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS
676	SECTION 1228 RESERVED SECTION 1229 RESERVED SECTION 1230 [CSA] MINIMUM STANDARDS FOR JUVENILE FACILITIES
677	TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
680	SECTION 1231 [CSA] LOCAL DETENTION
681	TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN LOCAL DETENTION FACILITIES
686	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
687	SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES SECTION 1238 RESERVED SECTION 1239 RESERVED SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS
688	TABLE 1240.15.1
689	SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES SECTION 1242 [AGR] RENDERERS SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS
690	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
691	SECTION 1252 [CA] BARBER COLLEGES AND SHOPS SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS
692	SECTION 1254 [CA] ACUPUNCTURE OFFICES
694	CHAPTER 13 ENERGY EFFICIENCY
696	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS
698	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS
699	SECTION 1404 MATERIALS
700	SECTION 1405 INSTALLATION OF WALL COVERINGS TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
701	TABLE 1405.3.1 [Not adopted by HCD 1 & HCD 2] CLASS III VAPOR RETARDERS
704	SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS
705	SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
706	SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1409 [DSA-SS & DSA-SS/CC, OSHPD 1, 2 AND 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER.
708	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
710	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION
711	SECTION 1504 PERFORMANCE REQUIREMENTS
712	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
713	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
714	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
715	TABLE 1507.2.9.2 VALLEY LINING MATERIAL
716	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
717	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
719	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
720	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
721	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
722	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION
723	TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES
724	SECTION 1510 REROOFING
725	SECTION 1511 [DSA-SS & DSA-SS/CC and OSHPD 1, 2 and 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS
726	INDEX
766	HISTORY NOTE APPENDIX
768	ICC MEMBERSHIP
769	I-CODES TOOLS FOR YOUR 2010 CALIFORNIA CODE
770	2010_CA_Building_Vol_II 2010 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2
771	2010 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2 CALIFORNIA BUILDING STANDARDS COMMISSION BASED ON THE 2009 INTERNATIONAL BUILDING COD® 2010 CALIFORNIA HISTORICAL BUILDING CODE, TITLE 24, PART 8 2010 CALIFORNIA EXISTING BUILDING CODE, TITLE 24 PART 10 TITLE PAGE
772	COPYRIGHT
773	PREFACE ACKNOWLEDGMENTS
774	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
775	EFFECTIVE USE OF THE IBC/CBC
785	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
787	CALIFORNIA MATRIX ADOPTION TABLES
789	ORDINANCE
791	TABLE OF CONTENTS
805	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
806	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN—continued
807	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN—continued
809	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS
810	SECTION 1603 CONSTRUCTION DOCUMENTS
811	SECTION 1604 GENERAL DESIGN REQUIREMENTS
812	TABLE 1604.3 DEFLECTION LIMITS
813	TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
814	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
815	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
816	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
817	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
818	TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS EQUATION 16-22
819	TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-23 EQUATION 16-24
820	EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31
821	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
822	FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
823	FIGURE 1608.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
824	SECTION 1609 WIND LOADS
825	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
826	FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST)
827	FIGURE 1609—continued BASIC WIND SPEED (3-SECOND GUST)
828	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE
829	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE
830	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE
831	EQUATION 16-33
832	EQUATION 16-34 TABLE 1609.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa
833	TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cnet
834	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
835	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
836	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
837	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet SECTION 1610 SOIL LATERAL LOADS
838	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-35
839	[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
840	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
841	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
842	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
843	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
844	SECTION 1612 FLOOD LOADS
846	SECTION 1613 EARTHQUAKE LOADS
847	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
848	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
849	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
851	EQUATION 16-44 EQUATION 16-45
852	SECTION 1614 STRUCTURAL INTEGRITY
853	EQUATION 16-46 EQUATION 16-47
854	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
855	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
856	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
857	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
858	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
859	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
860	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
861	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
862	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
863	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
864	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
865	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
866	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
867	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
868	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
869	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
870	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
871	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
872	FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
873	SECTION 1615 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
875	EQUATION 12.8-16
879	TABLE – ALLOWABLE RAIL DEFLECTION
881	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
883	CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS
885	SECTION 1603A CONSTRUCTION DOCUMENTS
886	SECTION 1604A GENERAL DESIGN REQUIREMENTS TABLE 1604A.3 DEFLECTION LIMITS
888	TABLE 1604A.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES SECTION 1605A LOAD COMBINATIONS
889	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
890	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
891	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
892	TABLE 1607A.6 UNIFORM AND CONCENTRATED LOADS
893	EQUATION 16A-22 TABLE 1607A.9.1 LIVE LOAD ELEMENT FACTOR, KLL
894	EQUATION 16A-23 EQUATION 16A-24 EQUATION 16A-25 EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION 16A-30
895	EQUATION 16A-31 SECTION 1608A SNOW LOADS
896	FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
897	FIGURE 1608A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
898	SECTION 1609A WIND LOADS
899	TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE 1609A.3.1 EQUIVALENT BASIC WIND SPEEDS
900	FIGURE 1609A BASIC WIND SPEED (3-SECOND GUST)
901	EQUATION 16A-32 EQUATION 16A-33
902	TABLE 1609A.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET
903	TABLE 1609A.6.2(2) NET PRESSURE COEFFICIENTS, Cne
904	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cne
905	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
906	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
907	TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cne EQUATION 16A-34
908	TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1610A SOIL LATERAL LOADS SECTION 1611A RAIN LOADS EQUATION 16A-35
909	[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
910	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
911	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
912	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
913	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
914	SECTION 1612A FLOOD LOADS
916	SECTION 1613A EARTHQUAKE LOADS
917	EQUATION 16A-36 EQUATION 16A-37 TABLE 1613A.5.2 SITE CLASS DEFINITIONS EQUATION 16A-38 EQUATION 16A-39
918	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
919	EQUATION 16A-43 TABLE 1613A.5.5 SITE CLASSIFICATION
920	EQUATION 16A-44A EQUATION 16A-44B EQUATION 16A-45
921	SECTION 1614A STRUCTURAL INTEGRITY EQUATION 16A-46
922	FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16A-47
923	SECTION 1615A MODIFICATIONS TO ASCE 7
924	EQUATION 12.8-16
928	TABLE – ALLOWABLE RAIL DEFLECTION
931	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
933	CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
934	SECTION 1704 SPECIAL INSPECTIONS
936	TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
937	TABLE 1704.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
938	TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
940	TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
941	TABLE 1704.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
942	TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
943	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
945	SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS
947	SECTION 1706 SPECIAL INSPECTIONS FORWIND REQUIREMENTS SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
948	SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE
949	SECTION 1709 CONTRACTOR RESPONSIBILITY SECTION 1710 STRUCTURAL OBSERVATIONS SECTION 1711 DESIGN STRENGTHS OF MATERIALS SECTION 1712 ALTERNATIVE TEST PROCEDURE
950	SECTION 1713 TEST SAFE LOAD SECTION 1714 IN-SITU LOAD TESTS SECTION 1715 PRECONSTRUCTION LOAD TESTS
951	SECTION 1716 MATERIAL AND TEST STANDARDS
953	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17A – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
955	CHAPTER 17A STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701A GENERAL SECTION 1702A DEFINITIONS
956	SECTION 1703A APPROVALS
957	SECTION 1704A SPECIAL INSPECTIONS
959	TABLE 1704A.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
960	TABLE 1704A.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
961	TABLE 1704A.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
964	TABLE 1704A.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
965	TABLE 1704A.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
966	TABLE 1704A.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
967	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
969	SECTION 1705A STATEMENT OF SPECIAL INSPECTIONS
971	SECTION 1706A SPECIAL INSPECTIONS FOR WIND REQUIREMENTS SECTION 1707A SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
972	SECTION 1708A STRUCTURAL TESTING FOR SEISMIC RESISTANCE
973	SECTION 1709A CONTRACTOR RESPONSIBILITY SECTION 1710A STRUCTURAL OBSERVATIONS SECTION 1711A DESIGN STRENGTHS OF MATERIALS
974	SECTION 1712A ALTERNATIVE TEST PROCEDURE SECTION 1713A TEST SAFE LOAD SECTION 1714A IN-SITU LOAD TESTS SECTION 1715A PRECONSTRUCTION LOAD TESTS
975	SECTION 1716A MATERIAL AND TEST STANDARDS
977	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
979	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
982	SECTION 1804 EXCAVATION, GRADING AND FILL
983	SECTION 1805 DAMPPROOFING AND WATERPROOFING
984	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
985	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
986	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
987	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
988	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES
989	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
990	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
991	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
992	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
993	SECTION 1809 SHALLOW FOUNDATIONS
994	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fÎ„C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
995	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
996	SECTION 1810 DEEP FOUNDATIONS
999	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1000	EQUATION 18-4
1002	EQUATION 18-5
1003	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
1009	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
1011	CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS
1012	SECTION 1803A GEOTECHNICAL INVESTIGATIONS
1015	SECTION 1804A EXCAVATION, GRADING AND FILL SECTION 1805A DAMPPROOFING AND WATERPROOFING
1017	SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1018	TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
1019	EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3 SECTION 1808A FOUNDATIONS
1021	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
1022	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
1023	SECTION 1810A DEEP FOUNDATIONS
1026	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1027	EQUATION 18A-4
1030	EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 EQUATION 18A-11
1035	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
1037	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
1038	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE—continued
1039	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
1040	SECTION 1904 DURABILITY REQUIREMENTS TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fÎ„c) SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
1041	FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE
1042	SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907 DETAILS OF REINFORCEMENT
1043	SECTION 1908 MODIFICATIONS TO ACI 318
1045	SECTION 1909 STRUCTURAL PLAIN CONCRETE
1046	SECTION 1910 MINIMUM SLAB PROVISIONS SECTION 1911 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1
1047	TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1048	SECTION 1913 SHOTCRETE
1049	SECTION 1914 REINFORCED GYPSUM CONCRETE SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
1050	SECTION 1916 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1055	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
1057	CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS
1058	TABLE 1904A.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fÎ„c) FIGURE 1904A.3 WEATHERING PROBABILITY MAP FOR CONCRETE
1059	SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS
1060	SECTION 1905A CONCRETE QUALITY, MIXING AND PLACING
1061	SECTION 1906A FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907A DETAILS OF REINFORCEMENT
1062	SECTION 1908A MODIFICATIONS TO ACI 318
1066	SECTION 1909A STRUCTURAL PLAIN CONCRETE NOT PERMITTED BY OSHPD AND DSA-SS SECTION 1910A MINIMUM SLAB PROVISIONS
1067	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
1068	SECTION 1913A SHOTCRETE
1069	SECTION 1914A REINFORCED GYPSUM CONCRETE SECTION 1915A CONCRETE-FILLED PIPE COLUMNS
1070	SECTION 1916A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
1071	SECTION 1917A EXISTING CONCRETE STRUCTURES
1073	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
1075	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION
1077	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
1079	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
1082	SECTION 2103 MASONRY CONSTRUCTION MATERIALS
1083	TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
1084	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
1085	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
1086	SECTION 2107 ALLOWABLE STRESS DESIGN SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY
1087	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
1088	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
1090	FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
1091	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
1094	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
1095	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1098	TABLE 2114.11.3 MINIMUM THICKNESS OF MASONRY WALLS [DSA-SS/CC]
1099	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
1101	CHAPTER 21A MASONRY SECTION 2101A GENERAL
1102	SECTION 2102A DEFINITIONS AND NOTATIONS
1105	SECTION 2103A MASONRY CONSTRUCTION MATERIALS TABLE 2103A.10 CERAMIC TILE MORTAR COMPOSITIONS
1106	SECTION 2104A CONSTRUCTION
1109	SECTION 2105A QUALITY ASSURANCE TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
1110	TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106A SEISMIC DESIGN
1111	SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1
1112	TABLE 2107A.8 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY
1113	SECTION 2109A EMPIRICAL DESIGN OF MASONRY NOT PERMITTED BY OSHPD and DSA-SS SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
1115	FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112A MASONRY HEATERS
1116	SECTION 2113A MASONRY CHIMNEYS
1118	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
1119	FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
1120	FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114A NONBEARING WALLS SECTION 2115A MASONRY SCREEN WALLS
1121	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
1123	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS
1124	SECTION 2205 STRUCTURAL STEEL SECTION 2206 STEEL JOISTS
1125	SECTION 2207 STEEL CABLE STRUCTURES SECTION 2208 STEEL STORAGE RACKS SECTION 2209 COLD-FORMED STEEL SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1126	SECTION 2211 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1129	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
1131	CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS
1132	SECTION 2205A STRUCTURAL STEEL
1134	SECTION 2206A STEEL JOISTS
1135	SECTION 2207A STEEL CABLE STRUCTURES SECTION 2208A STEEL STORAGE RACKS SECTION 2209A COLD-FORMED STEEL SECTION 2210A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1136	SECTION 2211A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1
1137	SECTION 2212A TESTING
1139	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
1141	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
1143	SECTION 2303 MINIMUM STANDARDS AND QUALITY
1147	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
1148	TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
1149	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
1150	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
1151	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)
1154	TABLE 2304.9.1 FASTENING SCHEDULE
1155	TABLE 2304.9.1—continued FASTENING SCHEDULE
1156	TABLE 2304.9.1—continued FASTENING SCHEDULE
1158	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
1159	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
1160	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
1161	SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
1162	SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
1163	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
1164	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
1165	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
1166	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
1167	TABLE 2306.3 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
1168	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
1169	TABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES
1172	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Î” = 360)
1173	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360)
1174	TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Î” = 360)
1175	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360)
1176	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
1178	FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1179	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)
1180	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
1182	FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
1183	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)
1184	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)
1185	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)
1186	TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
1187	TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
1188	TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240)
1189	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/Î” = 240)
1190	TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
1191	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/Î” = 180)
1192	TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1193	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/Î” = 240)
1194	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/Δ = 240)
1195	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/Î” = 180)
1196	TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1197	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/Î” = 180)
1198	TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1199	TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1200	TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1201	TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1202	TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1203	TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS
1205	TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1206	TABLE 2308.10.9–continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1208	FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
1209	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)
1210	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
1211	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
1212	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
1213	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
1215	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
1216	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
1217	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
1218	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15
1219	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
1221	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
1223	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD AND PLASTER
1225	CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
1226	SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING
1227	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
1228	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)
1229	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
1230	TABLE 2512.6 CEMENT PLASTERSa SECTION 2513 EXPOSED AGGREGATE PLASTER
1233	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
1235	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
1238	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM
1239	SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
1240	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
1241	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
1242	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
1243	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER
1244	SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
1245	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
1247	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL [F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
1249	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
1251	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
1253	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)
1254	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1255	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1257	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
1259	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES
1260	[F] SECTION 3003 EMERGENCY OPERATIONS
1261	SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS
1262	SECTION 3006 MACHINE ROOMS SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
1263	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
1264	SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS
1267	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31 – SPECIAL CONSTRUCTION
1269	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
1270	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
1271	SECTION 3105 AWNINGS AND CANOPIES
1272	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
1276	SECTION 3110 AUTOMATIC VEHICULAR GATES
1277	CHAPTER 31A RESERVED
1279	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC SWIMMING POOLS
1281	CHAPTER 31B [DPH] PUBLIC SWIMMING POOLS DIVISION I—GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
1282	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
1283	SECTION 3107B ADDITIONAL REQUIREMENTS FOR A TEMPORARY TRAINING POOL SECTION 3108B POOL GEOMETRY SECTION 3109B PERMANENT MARKINGS
1284	FIGURE 31B-1—DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm)
1285	FIGURE 31B-2—DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS
1286	FIGURE 31B-3—DEPTH AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS SECTION 3110B STEPS, RECESSED STEPS, LADDERS AND RECESSED STAIRS (TREADS)
1287	SECTION 3111B HANDHOLDS SECTION 3112B DIVING BOARDS SECTION 3113B POOL DECKS SECTION 3114B POOL LIGHTING
1288	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
1289	SECTION 3119B SIGNS
1290	FIGURE 31B-4—PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5—EFFECTIVE FENCING HEIGHT
1291	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
1292	SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS
1293	SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CHEMICAL FEEDERS SECTION 3133B DISINFECTANT FEEDERS
1294	SECTION 3134B POOL FITTINGS
1295	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
1296	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
1297	SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
1301	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
1303	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
1305	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
1307	CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDING AND STRUCTURES
1309	CHAPTER 31E RESERVED
1311	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
1313	CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION
1314	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)
1316	TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-4 SCOPE OF UNDERWATER INSPECTIONS [2.2]
1317	TABLE 31F-2-5 CONDITION ASSESSMENT RATINGS (CAR) [2.2] TABLE 31F-2-6 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
1318	TABLE 31F-2-7 STRUCTURAL FOLLOW-UP ACTIONS [2.2] TABLE 31F-2-8 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
1324	FIGURE 31F-2-1
1325	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
1326	FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping)
1327	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
1328	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
1329	FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12]
1330	FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13]) EQUATION 3-8 EQUATION 3-9 EQUATION 3-10
1331	TABLE 31F-3-7 [3.1] VALUES OF BS AND B1
1332	EQUATION 3-11 EQUATION 3-12 EQUATION 3-13 EQUATION 3-14
1333	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
1334	EQUATION 3-16 EQUATION 3-17 EQUATION 3-18 EQUATION 3-19 EQUATION 3-20
1335	TABLE 31F-3-11 MAXIMUM BERTHING ANGLE TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH) TABLE 31F-3-10 SITE CONDITIONS
1336	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]
1337	TABLE 31F-3-14 SAFETY FACTORS FOR ROPES EQUATION 3-21 TABLE 31F-3-15 ALLOWABLE WORKING LOADS
1340	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE TABLE 31F-4-1 MOT RISK CLASSIFICATION FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
1341	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
1342	EQUATION 4-1 EQUATION 4-2 EQUATION 4-3 FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, µΔ, AND EFFECTIVE DAMPING, Î¾eff [4.1]
1343	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
1344	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
1345	FIGURE 31F-4-8 P-Î” EFFECT EQUATION 4-14
1347	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
1348	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
1349	FIGURE 31F-5-4 PASSING VESSEL
1350	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
1352	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES EQUATION 6-1
1353	EQUATION 6-2
1356	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
1357	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])
1358	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]
1359	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
1360	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
1361	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
1362	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
1363	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
1364	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
1366	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
1367	EQUATION 7-39 EQUATION 7-40 EQUATION 7-41
1370	DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION EQUATION 8-1
1371	TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
1372	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
1374	DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION
1377	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
1380	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
1383	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
1385	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
1387	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
1389	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 SANITARY
1390	SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
1391	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS
1392	SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
1393	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES
1394	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES—continued
1395	CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL
1396	SECTION 3402 DEFINITIONS
1397	SECTION 3403 ADDITIONS SECTION 3404 ALTERATIONS
1398	SECTION 3405 REPAIRS
1400	SECTION 3406 FIRE ESCAPES SECTION 3407 GLASS REPLACEMENT SECTION 3408 CHANGE OF OCCUPANCY
1401	SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
1402	TABLE 3411.8.5 RAMPS
1403	SECTION 3412 COMPLIANCE ALTERNATIVES
1404	EQUATION 34-1 EQUATION 34-2
1405	EQUATION 34-3 TABLE 3412.6.3 COMPARTMENTATION VALUES TABLE 3412.6.4 SEPARATION VALUES
1406	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
1407	TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES TABLE 3412.6.10 SMOKE CONTROL VALUES
1408	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
1409	TABLE 3412.6.14 ELEVATOR CONTROL VALUES TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
1410	TABLE 3412.6.17 SPRINKLER SYSTEM VALUES 3412.6.18 STANDPIPE SYSTEM VALUES TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
1411	TABLE 3412.7 SUMMARY SHEET — BUILDING CODE
1412	TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.9 EVALUATION FORMULASa SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
1415	SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM]
1417	SECTION 3415 EXISTING GROUP I OCCUPANCIES [SFM]
1418	SECTION 3416 EXISTING GROUP L OCCUPANCIES [SFM] SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
1419	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)
1420	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.)
1421	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
1422	SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
1425	SECTION 3420 METHOD A SECTION 3421 METHOD B
1426	SECTION 3422 PEER REVIEW REQUIREMENTS
1427	SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES
1429	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES
1431	CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL SECTION 3402A DEFINITIONS
1432	SECTION 3403A ADDITIONS
1433	SECTION 3404A ALTERATIONS
1434	SECTION 3405A REPAIRS
1435	SECTION 3406A FIRE ESCAPES SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY
1436	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
1438	SECTION 3413A MODIFICATIONS TO ASCE 41
1440	SECTION 3414A PEER REVIEW REQUIREMENTS
1441	SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
1443	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
1444	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1445	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
1446	AF&PA AISC AISI AITC
1447	ALI ANSI APA
1448	APSP ASABE ASCE/SEI
1449	ASME ASTM
1455	AWCI AWPA AWS BHMA
1456	CGSB CPA CPSC CSA CSSB
1457	DASMA DOC DOJ DOL DOTn
1458	EN FEMA FM GA HPVA
1459	HUD ICC ISO NAAMM NCMA
1460	NFPA
1467	PCI PTI SFM RMI SDI
1468	SJI SPRI TIA TMS TPI
1469	UBC UL
1471	ULC USC WDMA WRI
1473	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS (NOT ADOPTED BY STATE AGENCIES)
1475	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS
1477	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS (NOT ADOPTED BY STATE AGENCIES)
1479	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
1481	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS
1483	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
1485	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS (NOT ADOPTED BY STATE AGENCIES)
1487	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
1488	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
1489	SECTION D106 REFERENCED STANDARDS
1491	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX E – RESERVED
1493	APPENDIX E RESERVED
1495	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING NOT ADOPTED BY STATE AGENCIES)
1497	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
1499	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX G – FLOOD RESISTANT CONSTRUCTION (NOT ADOPTED BY STATE AGENCIES)
1501	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES
1502	SECTION G104 PERMITS SECTION G105 VARIANCES
1503	SECTION G201 DEFINITIONS
1504	SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES
1505	SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
1506	SECTION G1101 REFERENCED STANDARDS
1507	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX H – SIGNS (NOT ADOPTED BY STATE AGENCIES)
1509	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION
1510	SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
1511	SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
1512	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
1513	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS
1515	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR OPENINGS SECTION I104 STRUCTURAL PROVISIONS
1517	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX J – GRADING
1519	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS
1520	SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS
1523	SECTION J107 FILLS
1524	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
1525	SECTION J108 SETBACKS SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS
1527	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
1528	SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
1529	FIGURE K103.1
1530	FIGURE K103.1
1531	SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS SECTION K109 ALTERNATE MEANS OF PROTECTION
1533	INDEX
1573	HISTORY NOTE APPENDIX
1575	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
1576	COPYRIGHT
1577	PREFACE
1578	PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS
1579	HISTORICAL PREFACE
1581	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
1582	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
1583	TABLE OF CONTENTS
1585	CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT
1586	SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS
1587	CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS
1589	CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES
1591	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
1592	SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS
1593	CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOPE SECTION 8-502 GENERAL
1594	SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS
1595	CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES
1596	SECTION 8-604 EQUIVALENT FACILITATION
1597	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
1599	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
1600	SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON
1601	TABLE8-8A ALLOWABLE VALUES FOR EXISTING MATERIALS SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING
1602	TABLE 8-8B ALLOWABLE VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION
1603	CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL
1604	SECTION 8-903 PLUMBING
1605	SECTION 8-904 ELECTRICAL
1607	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
1609	APPENDIX A CHAPTER 8-1 CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY
1610	TABLE 1—PROVISION APPLICABILITY—continued
1611	TABLE 1—PROVISION APPLICABILITY—continued
1613	HISTORY NOTE APPENDIX CALIFORNIA HISTORICAL BUILDING CODE
1615	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
1616	COPYRIGHT
1617	TABLE OF CONTENTS
1619	APPENDIX CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
1621	APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS
1622	SECTION A104 SYMBOLS AND NOTATIONS
1623	SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS
1624	EQUATION A1-1 EQUATION A1-2
1625	EQUATION A1-3 SECTION A107 QUALITY CONTROL
1626	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
1627	SECTION A111 SPECIAL PROCEDURE EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12
1628	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
1629	EQUATION A1-23 EQUATION A1-24 EQUATION A1-25 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
1630	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
1631	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
1632	TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
1633	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
1634	FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
1635	FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
1637	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
1638	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
1639	TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS
1640	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
1641	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
1642	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
1643	SECTION 21.1310 — QUALITY CONTROL TABLE 21–13–A—CHEMICAL REQUIREMENTS
1645	HISTORY NOTE APPENDIX CALIFORNIA EXISTING BUILDING CODE
1647	ICC MEMBERSHIP
1648	I-CODE TOOLS FOR YOUR 2010 CALIFORNIA CODE


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Standard Title	California Building Code – Title 24 Part 2 – (2 Volumes – Includes parts 8 & 10)
Published Code	CA
Publication Date	2010
Pages Count	1648

CA BuildingCode 10 part2:2010 Edition

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