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 which 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 2021 International Building Code®. Effective Date: January 1, 2023.

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1	2022 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 1 OF 2
2	2022 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 1 OF 2 TITLE PAGE
3	COPYRIGHT
4	PREFACE ACKNOWLEDGMENTS
5	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
6	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
7	CALIFORNIA MATRIX ADOPTION TABLES
13	EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE
14	ARRANGEMENT AND FORMAT OF THE 2021 IBC
26	TABLE OF CONTENTS
42	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION
43	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION—continued
44	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION—continued
46	CHAPTER 1 SCOPE AND ADMINISTRATION DIVISION I CALIFORNIA ADMINISTRATION SECTION 1.1 GENERAL
49	SECTION 1.2 BUILDING STANDARDS COMMISSION
50	SECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS SECTION 1.5 RESERVED SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE
51	SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS
52	SECTION 1.8.3 LOCAL ENFORCING AGENCY
53	SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS
54	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
55	SECTION 1.8.8 APPEALS BOARD SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES
56	SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 DIVISION OF THE STATE ARCHITECT
58	SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
60	SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL
65	SECTION 1.12 STATE LIBRARIAN SECTION 1.13 DEPARTMENT OF WATER RESOURCES SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION
66	DIVISION II SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS
67	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY
68	SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
69	SECTION 105 PERMITS
71	SECTION 106 FLOOR AND ROOF DESIGN LOADS
72	SECTION 107 CONSTRUCTION DOCUMENTS
73	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES
74	SECTION 110 INSPECTIONS
75	SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES
76	SECTION 113 MEANS OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
78	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
79	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
80	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
81	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
82	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
83	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
84	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
85	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
86	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
87	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
88	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
138	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – OCCUPANCY CLASSIFICATION AND USE
140	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
141	SECTION 304 BUSINESS GROUP B
142	SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
143	SECTION 307 HIGH-HAZARD GROUP H
145	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
146	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
147	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD SECTION 308 INSTITUTIONAL GROUP I
149	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
151	SECTION 311 STORAGE GROUP S
152	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 LABORATORIES GROUP L [SFM] SECTION 314 ORGANIZED CAMPS GROUP C [SFM]
154	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
155	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE—continued
156	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE—continued
157	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE—continued
158	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
161	EQUATION 4-1
162	SECTION 403 HIGH-RISE BUILDINGS AND GROUP I-2 OCCUPANCIES HAVING OCCUPIED FLOORS LOCATED MORE THAN 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS
163	TABLE 403.2.3 MINIMUM BOND STRENGTH
165	SECTION 404 ATRIUMS
166	SECTION 405 UNDERGROUND BUILDINGS
167	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
170	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
172	SECTION 407 GROUP I-2 AND GROUP I-2.1
177	SECTION 408 GROUP I-3
180	TABLE 408.3.13 MAXIMUM FLOOR AREA ALLOWANCES FOR I-3 FACILITIESc
183	SECTION 409 MOTION PICTURE PROJECTION ROOMS
184	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
186	SECTION 411 SPECIAL AMUSEMENT AREAS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
188	[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
189	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
190	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
191	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
192	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
193	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
194	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
196	[F] TABLE 415.6.5 DETACHED BUILDING REQUIRED
198	[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
203	SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES
204	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION SECTION 420 GROUPS R-1, R-2, R-2.1, R-2.2, R-3, R-3.1 AND R-4
206	SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACILITIES
207	SECTION 423 STORM SHELTERS
208	SECTION 424 PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
209	SECTION 427 MEDICAL GAS SYSTEMS
210	SECTION 435 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM]
213	SECTION 436 GROUP I-4 [SFM] SECTION 437 RESERVED
214	SECTION 438 RESERVED SECTION 439 ROAD TUNNELS, BRIDGES AND OTHER LIMITED-ACCESS HIGHWAYS [SFM] SECTION 440 HORSE RACING STABLES [SFM] SECTION 441 PET KENNELS AND PET BOARDING FACILITIES [SFM] SECTION 442 COMBUSTION ENGINES AND GAS TURBINES [SFM] SECTION 443 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS [SFM] SECTION 444 EXPLOSIVES [SFM]
215	SECTION 445 RESERVED SECTION 446 WINERY CAVES [SFM]
216	SECTION 447 RESERVED SECTION 448 RESERVED SECTION 449 PUBLIC LIBRARIES [SL AND SFM] SECTION 450 GROUP C [SFM]
218	SECTION 451 RESERVED SECTION 452 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E CHILD CARE
220	SECTION 453 GROUP L [SFM]
222	TABLE 453.7.2.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE SECTION 454 RESERVED SECTION 455 LARGE FAMILY DAY-CARE HOMES [SFM]
224	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS
226	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
227	FIGURE 5-1
228	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
229	TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
230	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
231	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b, n
232	SECTION 506 BUILDING AREA EQUATION 5-1 EQUATION 5-2
233	EQUATION 5-3 SECTION 507 UNLIMITED AREA BUILDINGS
234	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
235	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b, j
236	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b, j TABLE 506.3.3 FRONTAGE INCREASE FACTORa
237	TABLE 506.3.3.1 SECTION 507 BUILDINGSa
239	SECTION 508 MIXED USE AND OCCUPANCY SECTION 508 MIXED USE AND OCCUPANCY
240	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
241	SECTION 509 INCIDENTAL USES
242	[F]TABLE 509.1 INCIDENTAL USES
243	SECTION 510 SPECIAL PROVISIONS
246	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION
248	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
250	EQUATION 6-1
252	SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
254	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES
256	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
257	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
259	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
261	EQUATION 7-1 TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
262	EQUATION 7-2 FIGURE 705.7 EQUIVALENT OPENING FACTOR
263	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
264	SECTION 706 FIRE WALLS
265	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
267	SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
269	SECTION 708 FIRE PARTITIONS
270	SECTION 709 SMOKE BARRIERS
271	SECTION 710 SMOKE PARTITIONS
272	SECTION 711 FLOOR AND ROOF ASSEMBLIES SECTION 712 VERTICAL OPENINGS
274	SECTION 713 SHAFT ENCLOSURES
275	SECTION 714 PENETRATIONS
278	SECTION 715 JOINTS AND VOIDS
279	SECTION 716 OPENING PROTECTIVES
280	TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
281	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
282	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
287	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS TABLE 717.3.2.1 FIRE DAMPER RATING
293	SECTION 718 CONCEALED SPACES
294	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
295	SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
296	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
297	SECTION 722 CALCULATED FIRE RESISTANCE
298	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
299	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
300	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
301	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
302	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
303	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
304	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
305	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
306	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
307	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
308	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
309	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
310	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
311	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
312	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
313	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
314	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
315	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
316	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
317	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
318	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
319	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
320	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
321	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
322	TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS EQUATION 7-3 EQUATION 7-4
323	TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
324	TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
325	TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) EQUATION 7-5 FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
326	FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
327	FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
328	TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
329	EQUATION 7-6
330	TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
331	TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(3) VALUES OF Rn0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
332	TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-9 EQUATION 7-10 EQUATION 7-11
333	FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12
334	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(1)—continued W/D RATIOS FOR STEEL COLUMNS
335	TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
336	TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
337	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
338	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
339	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
340	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
341	TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
342	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)]
343	FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
344	FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa
345	FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-13 EQUATION 7-14
346	EQUATION 7-15 EQUATION 7-16
347	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
348	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
349	TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
350	TABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL
352	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION 701A SCOPE, PURPOSE AND APPLICATION
353	SECTION 702A DEFINITIONS
354	SECTION 703A STANDARDS OF QUALITY
355	SECTION 704A IGNITION-RESISTANT CONSTRUCTION SECTION 705A ROOFING
356	SECTION 706A VENTS SECTION 707A EXTERIOR COVERING
359	SECTION 708A EXTERIOR WINDOWS, SKYLIGHTS AND DOORS
360	SECTION 709A DECKING SECTION 710A ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES
362	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES
364	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
366	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
367	SECTION 804 INTERIOR FLOOR FINISH
368	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
369	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
370	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS
371	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued
372	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued
373	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued
374	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued
375	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued
376	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
377	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
379	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
382	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS
386	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
389	SECTION 905 STANDPIPE SYSTEMS
392	SECTION 906 PORTABLE FIRE EXTINGUISHERS [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE
393	[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa
394	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
409	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
411	SECTION 908 EMERGENCY ALARM SYSTEMS
412	SECTION 909 SMOKE CONTROL SYSTEMS
413	EQUATION 9-1
414	EQUATION 9-2
420	SECTION 910 SMOKE AND HEAT REMOVAL
421	EQUATION 9-3 EQUATION 9-4
422	SECTION 911 FIRE COMMAND CENTER
423	SECTION 912 FIRE DEPARTMENT CONNECTIONS
424	SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
425	SECTION 915 CARBON MONOXIDE DETECTION
427	SECTION 916 GAS DETECTION SYSTEMS
428	SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE
430	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS
432	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
433	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
434	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
436	SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
437	SECTION 1005 MEANS OF EGRESS SIZING
438	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
439	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
441	TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 AND R-3 OCCUPANCIES
442	TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
444	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
447	SECTION 1010 DOORS, GATES AND TURNSTILES
455	TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
457	SECTION 1011 STAIRWAYS
461	SECTION 1012 RAMPS
462	SECTION 1013 EXIT SIGNS
464	SECTION 1014 HANDRAILS
465	SECTION 1015 GUARDS
467	SECTION 1016 EXIT ACCESS
468	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
469	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
470	SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING
471	TABLE 1020.3 MINIMUM CORRIDOR WIDTH
472	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
474	SECTION 1024 EXIT PASSAGEWAYS
475	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
477	SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
478	SECTION 1028 EXIT DISCHARGE
479	SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY
481	TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
484	TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
487	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
490	CHAPTER 11 RESERVED
492	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY
494	CHAPTER 11A HOUSING ACCESSIBILITY DIVISION 1: APPLICATION, GENERAL PROVISIONS AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY
495	SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A COVERED MULTIFAMILY DWELLINGS
496	SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES SECTION 1106A SITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS
497	DIVISION II: EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL SECTION 1109A PARKING FACILITIES
499	SECTION 1110A EXTERIOR ACCESSIBLE ROUTES
500	SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES SECTION 1113A WALKS AND SIDEWALKS ON ACCESSIBLE ROUTES
501	SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
502	SECTION 1115A EXTERIOR STAIRWAYS
503	SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES
505	DIVISION III: BUILDING FEATURES SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY SECTION 1118A EGRESS AND AREAS OF REFUGE SECTION 1119A INTERIOR ACCESSIBLE ROUTES
506	SECTION 1120A RESERVED SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
507	SECTION 1123A INTERIOR STAIRWAYS
508	SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
509	TABLE 1124A.3.2 ELEVATOR CAR DIMENSIONS
511	SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES SECTION 1126A DOORS, GATES AND WINDOWS
513	SECTION 1127A COMMON USE FACILITIES
522	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
524	SECTION 1133A KITCHENS
525	SECTION 1134A BATHING AND TOILET FACILITIES
528	SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
529	DIVISION V: FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A SPACE ALLOWANCES AND REACH RANGES
531	SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS
532	SECTION 1140A ACCESSIBLE TELEPHONES SECTION 1141A ACCESSIBLE SWIMMING POOLS
533	SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE
534	TABLE 1143A.5 VISUAL CHARACTER HEIGHT
535	TABLE 1143A.7.1 BRAILLE DIMENSIONS SECTION 1144A RESERVED SECTION 1145A RESERVED SECTION 1146A RESERVED SECTION 1147A RESERVED SECTION 1148A RESERVED SECTION 1149A RESERVED
536	DIVISION VI: SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS TEST NO. 1—INDIVIDUAL BUILDING TEST TEST NO. 2—SITE ANALYSIS TEST
537	TEST NO. 3—UNUSUAL CHARACTERISTICS TEST
538	DIVISION VII: FIGURES FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL
539	FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION
540	FIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS
541	FIGURE 11A-1D WHEELCHAIR TURNING SPACE FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH
542	FIGURE 11A-1F CHANGE IN LEVEL
543	FIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
544	FIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES
545	FIGURE 11A-1I FORWARD REACH
546	FIGURE 11A-1J SIDE REACH
547	FIGURE 11A-1K MINIMUM CLEARANCES FOR SEATING AND TABLE
548	FIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE
549	FIGURE 11A-2A DOUBLE PARKING STALLS FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS
550	FIGURE 11A-2C DIAGONAL PARKING STALLS
551	FIGURE 11A-3A CURB DETAILS
552	FIGURE 11A-3B CURB DETAIL
553	FIGURE 11A-3C CURB DETAIL
554	FIGURE 11A-3D CURB DETAIL FIGURE 11A-3E CURB DETAIL
555	FIGURE 11A-3F CURB DETAIL – SIDEWALK LESS THAN 60″ WIDE FIGURE 11A-3G CURB DETAIL
556	FIGURE 11A-3H CURB DETAIL FIGURE 11A-3I CURB DETAIL
557	FIGURE 11A-3J CURB DETAIL FIGURE 11A-3K CURB DETAIL
558	FIGURE 11A-3L CURB SECTIONS
559	FIGURE 11A-5A RAMPS AND SIDEWALKS
560	FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS
561	FIGURE 11A-6B HANDRAILS
562	FIGURE 11A-6C RAMP DIMENSIONS
563	FIGURE 11A-6D RAMP LANDING AND DOORWAY
564	FIGURE 11A-6E STAIR HANDRAILS
565	FIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS
566	FIGURE 11A-7B ELEVATOR CONTROL PANEL
567	FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D GRAPH OF TIMING EQUATION
568	FIGURE 11A-8A MANEUVERING CLEARANCE AT SWINGING DOORS
569	FIGURE 11A-8B MANEUVERING CLEARANCE AT DOORWAYS, SLIDING DOORS AND FOLDING DOORS
570	FIGURE 11A-8C MANEUVERING CLEARANCES AT RECESSED DOORS
571	FIGURE 11A-8G VESTIBULE
572	FIGURE 11A-8H VESTIBULE
573	FIGURE 11A-8I THRESHOLDS FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR FIGURE 11A-8K RAMP AT SECONDARY EXTERIOR DOOR
574	FIGURE 11A-9A TOILET FACILITIES
575	FIGURE 11A-9B WATER CLOSETS
576	FIGURE 11A-9C GRAB BARS
577	FIGURE 11A-9D KNEE AND TOE SPACE
578	FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS
579	FIGURE 11A-9F GRAB BARS AT BATHTUBS
580	FIGURE 11A-9G REINFORCEMENT FOR GRAB BARS
581	FIGURE 11A-9H STANDARD ROLL-IN SHOWER
582	FIGURE 1A-9I SHOWER SEATS AND GRAB BARS
583	FIGURE 11A-9J OPEN SHOWER
584	FIGURE 11A-9K ALTERNATE ROLL-IN SHOWER
585	FIGURE 11A-9L SHOWER WITH WATER CLOSET FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET
586	FIGURE 11A-10A KITCHEN SPECIFICATIONS
587	FIGURE 11A-11A DRINKING FOUNTAINS
588	FIGURE 11A-11B TELEPHONES
589	FIGURE 11A-11C INTERNATIONAL TTY SYMBOL FIGURE 11A-11D VOLUME CONTROL TELEPHONES FIGURE 11A-11E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
590	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING
592	CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING DIVISION 1: APPLICATION AND ADMINISTRATION 11B-101 PURPOSE 11B-102 DIMENSIONS FOR ADULTS AND CHILDREN 11B-103 EQUIVALENT FACILITATION 11B-104 CONVENTIONS FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES 11B-105 REFERENCED STANDARDS 11B-106 DEFINITIONS
594	11B-107 SPECIAL CONDITIONS APPEALS ACTION 11B-108 MAINTENANCE OF ACCESSIBLE FEATURES
595	DIVISION 2: SCOPING REQUIREMENTS 11B-201 APPLICATION 11B-202 EXISTING BUILDINGS AND FACILITIES
597	11B-203 GENERAL EXCEPTIONS
598	11B-204 PROTRUDING OBJECTS 11B-205 OPERABLE PARTS FIGURE 11B-205.1 Ex. 9 ELECTRICAL RECEPTACLES AT CORNER WORK SURFACES 11B-206 ACCESSIBLE ROUTES
603	11B-207 ACCESSIBLE MEANS OF EGRESS 11B-208 PARKING SPACES TABLE 11B-208.2 PARKING SPACES
604	11B-209 PASSENGER DROP-OFF AND LOADING ZONES AND BUS STOPS
605	11B-210 STAIRWAYS 11B-211 DRINKING FOUNTAINS 11B-212 KITCHENS, KITCHENETTES, WET BARS AN DRINKS 11B-213 TOILET FACILITIES AND BATHING FACILTIES
606	11B-214 WASHING MACHINES AND CLOTHES DRYERS 11B-215 FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS
607	11B-216 SIGNS
608	11B-217 TELEPHONES
609	TABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES 11B-218 TRANSPORTATION FACILITIES
610	11B-219 ASSISTIVE LISTENING SYSTEMS 11B-220 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES 11B-221 ASSEMBLY AREAS
611	TABLE 11B-221.2.1.1 NUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREAS
612	11B-222 DRESSING, FITTING AND LOCKER ROOMS 11B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES
613	11B-224 TRANSIENT LODGING GUEST ROOMS, HOUSING AT A PLACE OF EDUCATION AND SOCIAL SERVICE CENTER ESTABLISHMENTS
614	TABLE 11B-224.2 GUEST ROOMS WITH MOBILITY FEATURES TABLE 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES 11B-225 STORAGE
615	TABLE 11B-225.3 SELF-SERVICE STORAGE FACILITIES 11B-226 DINING SURFACES AND WORK SURFACES 11B-227 SLAES AND SERVICE TABLE 11B-227.2 CHECK-OUT AISLES
616	11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES, FUEL DISPENSERS AND ELECTRIC VEHICLE CHARGING STATIONS TABLE 11B-228.3.2.1 ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC USE AND COMMON USE
617	11B-229 WINDOWS 11B-230 TWO-WAY COMMUNICATOIN SYSTEMS 11B-231 JUDICIAL FACILITIES 11B-232 DETENTION FACILITIES AND CORRECTIONAL FACILITIES
618	11B-233 PUBLIC HOUSING FACILITIES
621	11B-234 AMUSEMENT RIDES 11B-235 RECREATIONAL BOATING FACILITIES
622	TABLE 11B-235.2 BOAT SLIPS 11B-236 EXERCISE MACHINES AND EQUIPMENT 11B-237 FISHING PIERS AND PLATFORMS 11B-238 GOLF FACILITIES 11B-239 MINIATURE GOLF FACILITIES 11B-240 PLAY AREAS
623	TABLE 11B-240.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES 11B-241 SAUNAS AND STEAM ROOMS 11B-242 SWIMMING POOLS, WADING POOLS AND SPAS 11B-243 SHOOTING FACILITIES WITH FIRING POSITIONS
624	11B-244 RELIGIOUS FACILITIES 11B-245 PUBLIC ACCOMODATIONS LOCATED IN PRIVATE RESIDENCES 11B-246 OUTDOOR DEVELOPED AREAS 11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE 11B-248 COMMON USE AREAS AND EMPLOYEE WORK AREAS
625	11B-249 ADULT CHANGING FACILITIES 11B-250 CIRCULATION PATHS
626	DIVISION 3: BUILDING BLOCKS 11B-301 GENERAL 11B-302 FLOOR OR GROUND SURFACES FIGURE 11B-302.2 CARPET PILE HEIGHT FIGURE 11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 11B-303 CHANGES IN LEVEL FIGURE 11B-303.2 VERTICAL CHANGE IN LEVEL FIGURE 11B-303.3 BEVELED CHANGE IN LEVEL 11B-304 TURNING SPACE
627	FIGURE 11B-304.3.2 T-SHAPED TURNING SPACE 11B-305 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH
628	FIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 11B-306 KNEE AND TOE CLEARANCE FIGURE 11B-306.3 KNEE CLEARANCE FIGURE 11B-306.2 TOE CLEARANCE
629	11B-307 PROTRUDING OBJECTS FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS
630	FIGURE 11B-307.4 VERTICAL CLEARANCE FIGURE 11B-307.4.1 GUY BRACES 11B-308 REACH RANGES FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH
631	FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH FIGURE 11B-308.3.2 OBSTRUCTED HIGH SIDE REACH TABLE 11B-308.4 SUGGESTED DIMENSIONS FOR CHILDREN’S USE 11B-309 OPERABLE PARTS
632	DIVISION 4: ACCESSIBLE ROUTES 11B-401 GENERAL 11B-402 ACCESSIBLE ROUTES 11B-403 WALKING SURFACES FIGURE 11B-403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE
633	FIGURE 11B-403.5.2 CLEAR WIDTH AT TURN 11B-404 DOORS, DOORWAYS AND GATES
634	FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
635	FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
636	FIGURE 11B-404.2.4.1—continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
637	TABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS and MANUAL FOLDING DOORS FIGURE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES and FOLDING DOORS
638	FIGURE 11B-404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES FIGURE 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES
640	11B-405 RAMPS
641	FIGURE 11B-405.7 RAMP LANDINGS FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS
642	FIGURE 11B-406.2.2 SIDES OF CURB RAMPS FIGURE 11B-406.3.2 PARALLEL CURB RAMPS FIGURE 11B-406.5.3 LANDINGS AT THE TOP OF CURB RAMPS
643	FIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS FIGURE 11B-406.6 ISLANDS IN CROSSINGS 11B-407 ELEVATORS
644	FIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS
645	FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCES TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
646	FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
647	TABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION
648	11B-408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS
649	FIGURE 11B-408.4.1 LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS 11B-409 PRIVATE RESIDENCE ELEVATORS
650	FIGURE 11B-409.4.6.2 LOCATION OF PRIVATE RESIDENCE ELEVATOR CONTROL PANEL 11B-410 PLATFORM LIFTS FIGURE 11B-410.6 PLATFORM LIFT DOORS AND GATES 11B-411 DESTINATION-ORIENTED ELEVATORS 11B-411 DESTINATION-ORIENTED ELEVATORS
651	FIGURE 11B-411.2.1.2.3 DESTINATION-ORIENTED ELEVATOR ACCESSIBILITY FUNCTION BUTTON INDICATION
654	FIGURE 11B-411.2.3 FLOOR DESIGNATION AND CAR DESIGNATION SIGNS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES
656	DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS 11B-501 GENERAL 11B-502 PARKING SPACES FIGURE 11B-502.2 VEHICLE PARKING SPACES
657	FIGURE 11B-502.3 PARKING SPACE ACCESS AISLE
658	FIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION
659	11B-503 PASSENGER DROP-OFF AND LOADING ZONES FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE
660	11B-504 STAIRWAYS FIGURE 11B-504.5 STAIR NOSINGS 11B-505 HANDRAILS
661	FIGURE 11B-505.4 HANDRAIL HEIGHT FIGURE 11B-505.5 HANDRAIL CLEARANCE FIGURE 11B-505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE FIGURE 11B-505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION
662	FIGURE 11B-505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS FIGURE 11B-505.10.2 TOP HANDRAIL EXTENSION AT STAIRS FIGURE 11B-505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS
663	DIVISION 6: PLUMBING ELEMENTS AND FACILITIES 11B-601 GENERAL 11B-602 DRINKING FOUNTAINS AND BOTTLE-FILLING STATIONS FIGURE 11B-602.5 DRINKING FOUNTAIN SPOUT LOCATION 11B-603 TOILET AND BATHING ROOMS
664	11B-604 WATER CLOSETS AND TOILET COMPARTMENTS FIGURE 11B-604.2 WATER CLOSET LOCATION FIGURE 11B-604.3.1 SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 11B-604.3.2 (EXCEPTION) OVERLAP OF WATER CLOSET CLEARANCE IN RESIDENTIAL DWELLING UNITS
665	FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.7.1 DISPENSER OUTLET LOCATION FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.7.2 DISPOSAL UNIT LOCATION
666	FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR
667	FIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END-OPENING DOOR FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS
668	FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE FIGURE 11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT
669	TABLE 11B-604.9 SUGGESTED DIMENSIONS FOR CHILDREN’S USE 11B-605 URINALS FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS 11B-606 LAVATORIES AND SINKS
670	11B-607 BATHTUBS FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS
671	FIGURE 11B-607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 11B-607.4.2 GRAB BARS FOR BATHTUBS WITH REMOVABLE IN-TUB SEATS
672	FIGURE 11B-607.5 BATHTUB CONTROL LOCATION 11B-608 SHOWER COMPARTMENTS FIGURE 11B-608.2.1 TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
673	FIGURE 11B-608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.3.1 GRAB BARS FOR TRANSFER TYPE SHOWERS FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER FIGURE 11B-608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS
674	FIGURE 11B-608.5.1 TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION
675	11B-609 GRAB BARS FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION FIGURE 11B-609.3 SPACING OF GRAB BARS 11B-610 SEATS
676	FIGURE 11B-610.2 BATHTUB SEATS FIGURE 11B-610.3 EXTENT OF SEAT FIGURE 11B-610.3.1 RECTANGULAR SHOWER SEAT FIGURE 11B-610.3.2 L-SHAPED SHOWER SEAT 11B-611 WASHING MACHINES AND CLOTHES DRYERS
677	FIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING 11B-612 SAUNAS AND STEAM ROOMS
678	DIVISION 7: COMMUNICATION ELEMENTS AND FEATURES 11B-701 GENERAL 11B-702 FIRE ALARM SYSTEMS 11B-703 SIGNS FIGURE 11B-703.2.5 HEIGHT OF RAISED CHARACTERS
679	TABLE 11B-703.3.1 BRAILLE DIMENSIONS FIGURE 11B-703.3.1 BRAILLE MEASUREMENT FIGURE 11B-703.3.2 POSITION OF BRAILLE FIGURE 11B-703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND
680	FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT
681	FIGURE 11B-703.6.1 PICTOGRAM FIELD FIGURE 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY FIGURE 11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY
682	FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE FIGURE 11B-703.7.2.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 11B-703.7.2.6.4 EDGES AND VERTICES ON GEOMETRIC SYMBOLS
683	TABLE 11B-703.8.4 LOW RESOLUTION VMS CHARACTER HEIGHT TABLE 11B-703.8.5 PIXEL COUNT FOR LOW RESOLUTION VMS 11B-704 TELEPHONES
684	FIGURE 11B-703.8.5 LOW RESOLUTION VMS CHARACTERS FIGURE 11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE FIGURE 11B-704.2.1.2 FORWARD APPROACH TO TELEPHONE
685	11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES
686	FIGURE 11B-705.1.2.2.2 PARALLEL CURB RAMPS
687	FIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE 11B-706 ASSISTIVE LISTENING SYSTEMS 11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES
688	FIGURE 11B-707.6.2 NUMERIC KEY LAYOUT
689	11B-708 TWO-WAY COMMUNICATION SYSTEMS
690	DIVISION 8: SPECIAL ROOMS, SPACES AND ELEMENTS 11B-801 GENERAL 11B-802 WHEELCHAIR SPACES, COMPANION SEATS AND DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEAT FIGURE 11B-802.1.2 WIDTH OF WHEELCHAIR SPACES FIGURE 11B-802.1.3 DEPTH OF WHEELCHAIR SPACES FIGURE 11B-802.2.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS FIGURE 11B-802.2.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS
691	FIGURE 11B-802.2.2.1 LINES OF SIGHT OVER THE HEADS OF STANDING SPECTATORS FIGURE 11B-802.2.2.2 LINES OF SIGHT BETWEEN THE HEADS OF STANDING SPECTATORS 11B-803 DRESSING, FITTING AND LOCKER ROOMS 11B-804 KITCHENS, KITCHENETTES AND WET BARS
692	FIGURE 11B-804.2.1 PASS THROUGH KITCHENS FIGURE 11B-804.2.2 U-SHAPED KITCHENS
693	11B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES
694	11B-806 TRANSIENT LODGING GUEST ROOMS 11B-807 HOLDING CELLS AND HOUSING CELLS
695	11B-808 COURTROOMS 11B-809 RESIDENTIAL DWELLING UNITS
696	FIGURE 11B-809.8 Ex. 1(c) PLATFORM AT SECONDARY EXTERIOR DOOR
697	FIGURE 11B-809.8 Ex. 1(d) RAMP AT SECONDARY EXTERIOR DOOR
698	FIGURE 11B-809.9.2 CLEAR WIDTH AT KITCHENS
699	FIGURE 11B-809.10.5.2 REINFORCEMENT FOR GRAB BARS
700	FIGURE 11B-809.10.6.1 SHOWERS FIGURE 11B-809.10.6.4 REINFORCEMENT FOR GRAB BARS FIGURE 11B-809.10.7.1 FLOOR SPACE
701	FIGURE 11B-809.10.7.3 REINFORCEMENT FOR GRAB BARS
702	FIGURE 11B-809.12 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES 11B-810 TRANSPORTATOIN FACILITIES FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS FIGURE 11B-810.3 BUS SHELTERS
703	FIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS 11B-811 STORAGE 11B-812 ELECTRIC VEHICLE CHARGING STATIONS
705	FIGURE 11B-812.9 SURFACE MARKING
706	11B-813 ADULT CHANGING FACILITIES FIGURE 11B-813.2.1.2 CLEARANCE AROUND ADULT CHANGING TABLE
707	DIVISION 9: BUILT-IN ELEMENTS 11B-901 GENERAL 11B-902 DINING SURFACES AND WORK SURFACES 11B-903 BENCHES FIGURE 11B-903.4 BENCH BACK SUPPORT 11B-904 CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS FIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS
708	FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS
709	DIVISION 10: RECREATION FACILITIES 11B-1001 GENERAL 11B-1002 AMUSEMENT RIDES FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDES
710	11B-1003 RECREATIONAL BOATING FACILITIES
711	FIGURE 11B-1003.3.1 BOAT SLIP CLEARANCE FIGURE 11B-1003.3.1 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS FIGURE 11B-1003.3.1 (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS
712	FIGURE 11B-1003.3.2 BOARDING PIER CLEARANCE FIGURE 11B-1003.3.2 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS FIGURE 11B-1003.3.2 (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS 11B-1004 EXERCISE MACHINES AND EQUIPMENT
713	11B-1005 FISHING PIERS AND PLATFORMS FIGURE 11B-1005.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS 11B-1006 GOLF FACILITIES
714	11B-1007 MINIATURE GOLF FACILITIES FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA 11B-1008 PLAY AREAS
715	FIGURE 11B-1008.3.1 TRANSFER PLATFORMS
716	FIGURE 11B-1008.3.2 TRANSFER STEPS 11B-1009 SWIMMING POOLS, WADING POOLS AND SPAS FIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION
717	FIGURE 11B-1009.2.3 CLEAR DECK SPACE AT POOL LIFTS FIGURE 11B-1009.2.4 POOL LIFT SEAT HEIGHT FIGURE 11B-1009.2.8 POOL LIFT SUBMERGED DEPTH FIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH
718	FIGURE 11B-1009.3.3 HANDRAILS FOR SLOPED ENTRY FIGURE 11B-1009.4.1 CLEAR DECK SPACE AT TRANSFER WALLS FIGURE 11B-1009.4.2 TRANSFER WALL HEIGHT FIGURE 11B-1009.4.3 DEPTH AND LENGTH OF TRANSFER WALLS
719	FIGURE 11B-1009.4.5 GRAB BARS FOR TRANSFER WALLS FIGURE 11B-1009.5.1 SIZE OF TRANSFER PLATFORM FIGURE 11B-1009.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM
720	FIGURE 11B-1009.5.4 TRANSFER STEPS FIGURE 11B-1009.5.6 SIZE OF TRANSFER STEPS FIGURE 11B-1009.5.7 GRAB BARS 11B-1010 SHOOTING FACILITIES WITH FIRING POSITIONS
722	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT
723	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT—continued
724	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
726	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL TABLE 1202.3.1 IECC VERSUS CALIFORNIA ENERGY CODE CLIMATE ZONE COMPARISON
727	SECTION 1203 TEMPERATURE CONTROL
728	SECTION 1204 LIGHTING SECTION 1205 YARDS OR COURTS
729	SECTION 1206 SOUND TRANSMISSION SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS
730	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
731	SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS
732	SECTION 1212 [HCD 1] POLLUTANT CONTROL SECTION 1213 RESERVED SECTION 1214 RESERVED SECTION 1215 RESERVED SECTION 1216 RESERVED SECTION 1217 RESERVED SECTION 1218 RESERVED SECTION 1219 RESERVED SECTION 1220 RESERVED SECTION 1221 RESERVED SECTION 1222 RESERVED SECTION 1223 RESERVED SECTION 1224 [OSHPD 1] HOSPITALS
738	TABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION) AND MEDICAL AIR SYSTEMS
739	TABLE 1224.4.6.5 [OSHPD 1, 2, 3, 4 & 5] LOCATION OF NURSE CALL DEVICES
742	TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
743	TABLE 1224.4.11.4a EXAMINATION/TREATMENT, IMAGING, PROCEDURE AND OPERATING ROOM CLASSIFICATION1
746	TABLE 1224.4.19 SOUND TRANSMISSION LIMITATIONS IN HOSPITALS
784	SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES
793	SECTION 1226 [OSHPD 3] CLINICS
804	SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS
809	SECTION 1228 [OSHPD 5] ACUTE PSYCHIATRIC HOSPITALS
816	SECTION 1229 RESERVED SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES
817	TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
820	SECTION 1231 [BSCC] LOCAL DETENTION
821	TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
826	SECTION 1232 RESERVED SECTION 1233 RESERVED SECTION 1234 RESERVED SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS)
827	SECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES SECTION 1238 RESERVED SECTION 1239 RESERVED SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS
828	TABLE 1240.15.1
829	SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES SECTION 1242 [AGR] RENDERERS SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS
830	SECTION 1244 RESERVED SECTION 1245 RESERVED SECTION 1246 RESERVED SECTION 1247 RESERVED SECTION 1248 RESERVED SECTION 1249 RESERVED SECTION 1250 [CA] PHARMACIES
831	SECTION 1251 [CA] VETERINARY FACIL SECTION 1252 [CA] BARBER COLLEGES AND SHOPS SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS
832	SECTION 1254 [CA] ACUPUNCTURE OFFICES
834	CHAPTER 13 ENERGY EFFICIENCY
836	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS
838	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
839	SECTION 1403 MATERIALS
840	SECTION 1404 INSTALLATION OF WALL COVERINGS TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS
841	TABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.3(2) VAPOR RETARDER OPTIONS TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
846	SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
847	TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM)
848	SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
849	SECTION 1409 PLASTIC COMPOSITE DECKING SECTION 1410 [DSA-SS & DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER
850	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
852	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION
853	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158
854	TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS SECTION 1505 FIRE CLASSIFICATION
855	TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTIONa
856	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS TABLE 1507.1.1(1) UNDERLAYMENT TYPES
857	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
858	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
859	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
861	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa
862	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
863	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
864	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
865	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
866	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS
867	SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
868	SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1511 ROOFTOP STRUCTURES
870	SECTION 1512 REROOFING
871	SECTION 1513 [DSA-SS & DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS
874	INDEX
916	HISTORY NOTE APPENDIX
918	CODE RESOURCES FROM ICC
919	ICC DIGITAL CODES PREMIUM
920	2022 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2
921	2022 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2 TITLE PAGE
922	COPYRIGHT
923	PREFACE ACKNOWLEDGMENTS
924	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
925	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
926	CALIFORNIA MATRIX ADOPTION TABLES
932	EFFECTIVE USE OF INTERNATIONAL BUILDING CODE
933	ARRANGEMENT AND FORMAT OF THE 2021 IBC
945	TABLE OF CONTENTS
961	CALIFORNIA FIRE CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
963	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS
964	SECTION 1603 CONSTRUCTION DOCUMENTS
965	SECTION 1604 GENERAL DESIGN REQUIREMENTS
966	TABLE 1604.3 DEFLECTION LIMITS
967	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
968	SECTION 1605 LOAD COMBINATIONS
969	EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
970	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
971	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
972	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
974	EQUATION 16-7 TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR
975	EQUATION 16-8 EQUATION 16-9
976	EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16
978	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS
979	TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
980	FIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES
981	FIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES
982	EQUATION 16-17
983	FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
984	FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
985	FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
986	FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
987	EQUATION 16-18 TABLE 1609.3.1 WIND SPEED CONVERSIONS SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE
988	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-19
989	FIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
990	FIGURE 1611.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
991	FIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
992	FIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
993	FIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
994	SECTION 1612 FLOOD LOADS
995	SECTION 1613 EARTHQUAKE LOADS EQUATION 16-20 EQUATION 16-21 EQUATION 16-22
996	EQUATION 16-23 TABLE 1613.2.3(1) [OSHPD 1R, 2 & 5] VALUES OF SITE COEFFICIENT TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT
997	TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS
998	FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
999	FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1000	FIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING
1001	FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1002	FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1003	FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1004	FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1005	FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1006	FIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1007	FIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
1008	SECTION 1616 STRUCTURAL INTEGRITY FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
1009	EQUATION 16-24 EQUATION 16-25 SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
1017	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
1019	CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A NOTATIONS SECTION 1603A CONSTRUCTION DOCUMENTS
1021	SECTION 1604A GENERAL DESIGN REQUIREMENTS
1022	TABLE 1604A.3 DEFLECTION LIMITS
1023	TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS
1024	TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
1025	SECTION 1605A LOAD COMBINATIONS
1026	EQUATION 16A-1 EQUATION 16A-2 EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 3-5A SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS
1027	TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
1028	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
1029	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
1031	EQUATION 16A-7
1032	TABLE 1607A.12.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16A-8 EQUATION 16A-9
1033	EQUATION 16A-10 EQUATION 16A-11 EQUATION 16A-12 EQUATION 16A-13 EQUATION 16A-14 EQUATION 16A-15 EQUATION 16A-16
1035	SECTION 1608A SNOW LOADS
1036	FIGURE 1608A.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
1037	FIGURE 1608A.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
1038	SECTION 1609A WIND LOADS TABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
1039	EQUATION 16A-17
1041	FIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
1042	FIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
1043	FIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
1044	FIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
1045	TABLE 1609A.3.1 WIND SPEED CONVERSIONS EQUATION 16A-18 SECTION 1610A SOIL LOADS AND HYDROSTATIC PRESSURE
1046	TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS EQUATION 16A-19
1047	SECTION 1612A FLOOD LOADS
1048	FIGURE 1611A.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
1049	FIGURE 1611A.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
1050	FIGURE 1611A.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
1051	FIGURE 1611A.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
1052	FIGURE 1611A.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
1053	SECTION 1613A EARTHQUAKE LOADS EQUATION 16A-20 EQUATION 16A-21 EQUATION 16A-22 EQUATION 16A-23 SECTION 1614A ATMOSPHERIC ICE LOADS
1054	TABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT Faa TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT FVa SECTION 1615A TSUNAMI LOADS SECTION 1616A STRUCTURAL INTEGRITY
1055	FIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
1056	EQUATION 16A-24 EQUATION 16A-25 SECTION 1617A MODIFICATIONS TO ASCE 7
1067	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS
1068	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS—continued
1069	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
1070	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
1072	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
1073	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
1075	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
1077	TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
1078	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
1079	TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
1080	TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
1082	TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
1085	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS SECTION 1709 PRECONSTRUCTION LOAD TESTS
1089	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS
1091	CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL SECTION 1702A NEW MATERIALS SECTION 1703A APPROVALS
1092	SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
1094	SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS
1096	TABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION
1097	TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
1098	TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
1100	TABLE 1705A.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
1101	TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
1102	TABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
1104	TABLE 1705A.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
1107	SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE
1108	SECTION 1708A IN-SITU LOAD TESTS SECTION 1709A PRECONSTRUCTION LOAD TESTS
1111	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
1112	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS—continued
1113	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
1117	SECTION 1804 EXCAVATION, GRADING AND FILL
1118	SECTION 1805 DAMPPROOFING AND WATERPROOFING
1119	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
1120	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1121	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
1122	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
1123	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES
1124	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
1125	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
1126	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
1127	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
1128	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′c OF CONCRETE OR GROUT
1129	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
1130	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
1131	SECTION 1810 DEEP FOUNDATIONS
1134	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1135	EQUATION 18-4
1137	EQUATION 18-5
1143	SECTION 1811 PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS [OSHPD 1R, 2B & 5] SECTION 1812 EARTH RETAINING SHORING [OSHPD 1R, 2B & 5]
1147	SECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5]
1149	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
1151	CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DESIGN BASIS SECTION 1803A GEOTECHNICAL INVESTIGATIONS
1154	SECTION 1804A EXCAVATION, GRADING AND FILL
1155	SECTION 1805A DAMPPROOFING AND WATERPROOFING
1157	SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1158	EQUATION 18A-1
1159	EQUATION 18A-2 EQUATION 18A-3 SECTION 1808A FOUNDATIONS
1160	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
1161	TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′c OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER
1162	SECTION 1809A SHALLOW FOUNDATIONS
1163	SECTION 1810A DEEP FOUNDATIONS
1165	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1167	EQUATION 18A-4
1169	EQUATION 18A-5
1174	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS SECTION 1812A EARTH RETAINING SHORING
1177	SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT
1179	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
1181	CHAPTER 19 CONCRETE SECTION 1901 GENERAL
1183	SECTION 1902 COORDINATION OF TERMINOLOGY SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
1184	SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
1187	SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
1190	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
1191	SECTION 1910 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES, INTERMEDIATE CARE FACILITIES, ACUTE PSYCHIATRIC AND NON-GAC BUILDINGS [OSHPD 1R, 2B & 5
1192	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1911 EXISTING CONCRETE STRUCTURES [OSHPD 1R, 2 & 5]
1195	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
1197	CHAPTER 19A CONCRETE SECTION 1901A GENERAL
1198	SECTION 1902A COORDINATION OF TERMINOLOGY SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
1199	SECTION 1904A DURABILITY REQUIREMENTS SECTION 1905A MODIFICATIONS TO ACI 318
1201	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
1202	SECTION 1906A FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A SHOTCRETE SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
1204	SECTION 1911A EXISTING CONCRETE STRUCTURES
1207	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
1209	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 TESTING AND INSPECTION
1211	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
1213	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS
1214	SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
1215	SECTION 2104 CONSTRUCTION
1216	SECTION 2105 QUALITY ASSURANCE
1217	SECTION 2106 SEISMIC DESIGN
1218	SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS
1219	SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY EQUATION 21-2
1220	TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
1221	SECTION 2110 GLASS UNIT MASONRY
1222	SECTION 2111 MASONRY FIREPLACES
1223	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
1224	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
1227	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
1228	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
1229	SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY SECTION 2115 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
1232	TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1, 2
1233	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
1235	CHAPTER 21A MASONRY SECTION 2101A GENERAL SECTION 2102A NOTATIONS SECTION 2103A MASONRY CONSTRUCTION MATERIALS
1236	TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104A CONSTRUCTION
1239	SECTION 2105A QUALITY ASSURANCE
1240	SECTION 2106A SEISMIC DESIGN
1241	SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1 TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1
1242	SECTION 2108A STRENGTH DESIGN OF MASONRY SECTION 2109A EMPIRICAL DESIGN OF ADOBE MASONRY SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
1244	FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
1245	SECTION 2112A MASONRY HEATERS SECTION 2113A MASONRY CHIMNEYS
1247	FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
1249	TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114A DRY-STACK MASONRY
1250	TABLE 2114A.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
1251	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
1253	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS
1254	SECTION 2205 STRUCTURAL STEEL
1256	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
1257	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
1258	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1259	SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
1260	SECTION 2213 TESTING AND FIELD VERIFICATION [OSHPD 1R, 2 & 5]
1261	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
1263	CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203A PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS
1264	SECTION 2205A STRUCTURAL STEEL
1266	SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS
1267	SECTION 2208A STEEL CABLE STRUCTURES
1268	SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1269	SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1
1270	SECTION 2213A TESTING AND FIELD VERIFICATION
1271	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
1273	CHAPTER 23 WOOD SECTION 2301 GENERAL
1274	SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
1278	FIGURE 2303.4.1.2(1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
1279	FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR
1280	FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
1281	FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR
1282	FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY
1283	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
1284	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa
1285	TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa
1286	TABLE 2304.8(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 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a
1287	TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
1289	TABLE 2304.10.2 FASTENING SCHEDULE
1290	TABLE 2304.10.2—continued FASTENING SCHEDULE
1291	TABLE 2304.10.2—continued FASTENING SCHEDULE
1292	TABLE 2304.10.2—continued FASTENING SCHEDULE
1293	TABLE 2304.10.2—continued FASTENING SCHEDULE
1294	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
1297	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS 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)a, c EQUATION 23-2
1298	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN
1299	TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
1300	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1)
1301	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb
1302	FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2)
1303	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
1304	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
1305	SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
1307	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS
1308	TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS
1309	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS
1310	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1311	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1312	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1313	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1314	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
1315	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
1316	TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc
1317	FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
1318	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
1319	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1320	TABLE 2308.6.1 WALL BRACING REQUIREMENTSa
1321	TABLE 2308.6.3(1) BRACING METHODS
1322	TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING
1323	TABLE 2308.6.3(5) HARDBOARD SIDING
1324	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
1325	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
1326	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
1328	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
1329	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
1331	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS
1332	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
1333	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
1334	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
1335	TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
1336	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES
1337	TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
1338	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES
1339	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
1340	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES
1341	TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
1342	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES
1343	TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
1344	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES
1345	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
1346	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES
1347	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR
1348	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi
1349	TABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1350	TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1351	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
1353	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
1354	TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1
1355	EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11
1356	EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
1357	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
1358	TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1359	SECTION 2407 GLASS IN HANDRAILS AND GUARDS
1360	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] STRUCTURAL SEALANT GLAZING (SSG)
1362	SECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS
1365	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
1367	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION
1368	SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING
1369	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
1370	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
1371	TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
1372	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
1373	SECTION 2512 EXTERIOR PLASTER TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
1374	SECTION 2514 REINFORCED GYPSUM CONCRETE
1375	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
1377	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
1381	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
1382	[BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
1383	[BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM
1384	[BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa [BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
1385	SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
1386	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
1387	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
1388	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
1389	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
1390	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
1391	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
1393	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
1395	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
1397	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
1399	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
1400	[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
1401	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
1402	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
1404	[P] SECTION 2903 INSTALLATION OF FIXTURES
1405	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
1407	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES
1409	SECTION 3003 EMERGENCY OPERATIONS
1410	SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS
1411	SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
1412	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
1413	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
1415	SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS
1417	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31 – SPECIAL CONSTRUCTION
1419	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
1420	SECTION 3103 TEMPORARY STRUCTURES
1421	SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
1422	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES
1423	SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
1425	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS
1426	SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS
1427	SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS SECTION 3115 INTERMODAL SHIPPING CONTAINERS
1430	TABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING
1431	FIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH FIGURE 3115.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH
1432	FIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS
1433	CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
1435	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS
1437	CHAPTER 31B [DPH] PUBLIC POOLS DIVISION I-GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
1438	PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW
1439	SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
1440	SECTION 3107 BALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS
1441	SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
1442	SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS SECTION 3115B POOL LIGHTING
1443	ANCILLARY FACILITIES SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE
1444	SECTION 3120B REQUIRED SIGNS
1445	SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME
1446	SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS SECTION 3130B DIATOMACEOUS EARTH FILTERS
1447	SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS SECTION 3134B DISINFECTANT FEEDERS
1448	FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1
1449	FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2
1450	FIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH ≤ 6’0″ TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6’0″
1451	SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS
1452	SECTION 3137B POOL FITTINGS SECTION 3138B SPA POOL SPECIAL REQUIREMENTS SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS
1453	SECTION 3141B WASTEWATER DISPOSAL SECTION 3142B RESERVED SECTION 3143B RESERVED SECTION 3145B RESERVED SECTION 3146B RESERVED SECTION 3147B RESERVED SECTION 3148B RESERVED SECTION 3149B RESERVED SECTION 3150B RESERVED SECTION 3151B RESERVED SECTION 3152B RESERVED SECTION 3153B RESERVED SECTION 3154B RESERVED SECTION 3155B RESERVED SECTION 3156B RESERVED SECTION 3157B RESERVED SECTION 3158B RESERVED SECTION 3159B RESERVED DIVISION II PUBLIC SWIMMING POOLS SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS
1454	SECTION 3161B WADING POOLS SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
1457	FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
1458	FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
1459	TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
1460	FIGURE 31B-8 DEPTH MARKER LOCATIONS TABLE 31B-7
1461	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
1463	CHAPTER 31C [DPH] RADIATION SECTION 3101C SCOPE SECTION 3102C RADIATION SHIELDING BARRIERS SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS
1465	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
1467	CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITION SECTION 3103D BUILDINGS AND STRUCTURES
1469	CHAPTER 31E RESERVED
1471	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
1473	CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION
1474	EQUATION 1-1 TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION
1476	DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1
1479	TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTION [2.2]
1482	TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
1483	TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
1486	TABLE 31F-2-7A TABLE 31F-2-7B
1487	TABLE 31F-2-7C
1488	TABLE 31F-2-8 TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
1489	FIGURE 31F-2-1
1490	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
1491	EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7
1492	TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv
1493	EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.2]
1494	EQUATION 3-11 EQUATION 3-12 EQUATION 3-13
1495	FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5] EQUATION 3-14
1496	FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6])
1497	TABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA (AFTER [3.16]) EQUATION 3-15 EQUATION 3-16 EQUATION 3-17 EQUATION 3-18
1498	EQUATION 3-19 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 EQUATION 3-20
1499	TABLE 31F-3-8 SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE
1500	TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.18] TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.18]
1503	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT
1504	TABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA1, 2 TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2])
1505	FIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE EQUATION 4-1 FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3]) EQUATION 4-2 EQUATION 4-3
1506	EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10 EQUATION 4-11
1507	EQUATION 4-12 EQUATION 4-13 EQUATOIN 4-14 EQUATION 4-15 FIGURE 31F-4-5 EFFECTIVE STIFFNESS FOR SUBSTITUTE STRUCTURE METHOD FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
1508	EQUATION 4-16 EQUATION 4-17 EQUATION 4-18 EQUATION 4-19 EQUATION 4-20 EQUATION 4-21 FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS FIGURE 31F-4-8 P-Δ EFFECT
1509	EQUATION 4-22
1510	EQUATION 4-23
1511	EQUATION 4-24 EQUATION 4-25 TABLE 31F-4-3 AMPLIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES FIGURE 31F-4-9 AMPLIFICATION FACTOR, ap [4.10 TABLE 31F-4-4 IMPORTANCE FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES TABLE 31F-4-5 RESPONSE MODIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES
1512	EQUATION 4-26
1514	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
1515	FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4]
1516	EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL
1517	FIGURE 31F-5-5 BERTHING ENERGY CAPACITY TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION EQUATION 5-3
1518	TABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4] EQUATION 5-4 TABLE 31F-5-4 ALLOWABLE WORKING LOADS
1520	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES
1522	FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8]
1523	FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8]
1525	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
1526	TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS
1527	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]
1528	FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] EQUATION 7-4 EQUATION 7-5 EQUATION 7-6 EQUATION 7-7 TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5] EQUATION 7-8 EQUATION 7-9
1529	TABLE 31F-7-5 LIMITS OF STRAIN EQUATION 7-10 FIGURE 31F-7-4 METHOD A − MOMENT CURVATURE ANALYSIS FIGURE 31F-7-5 METHOD B – MOMENT CURVATURE ANALYSIS [7.6] EQUATION 7-11 EQUATION 7-12
1530	EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM
1531	FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM EQUATION 7-19 EQUATION 7-20 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM EQUATION 7-21 TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES
1532	TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS, εu EQUATION 7-22 EQUATION 7-23 FIGURE 31F-7-9 DEVELOPMENT LENGTH EQUATION 7-24 EQUATION 7-25 FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINTSHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-26 EQUATION 7-27
1533	FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY EQUATION 7-28 EQUATION 7-29 FIGURE 31F-7-12 JOINT ROTATION EQUATION 7-30 EQUATION 7-31 EQUATION 7-32 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
1534	EQUATION 7-33 EQUATION 7-34 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
1536	EQUATION 7-35 FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY EQUATION 7-36 EQUATION 7-37 EQUATION 7-38 EQUATION 7-39 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER EQUATION 7-40 EQUATION 7-41 EQUATION 7-42
1540	DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
1541	TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
1542	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
1544	DIVISION 9 SECTION 3109F PIPING AND PIPELINES
1545	TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION
1547	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
1550	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
1553	DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG
1555	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
1557	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
1559	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
1561	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
1562	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
1563	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
1564	SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
1565	SECTION 3314 FIRE WATCH DURING CONSTRUCTION
1567	CHAPTER 34 RESERVED
1569	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
1570	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1571	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1572	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1573	CHAPTER 35 REFERENCED STANDARDS AA AAMA
1574	ACI AISC
1575	AISI ALI AMCA ANSI
1576	APA
1577	ASABE ASCE/SEI
1578	ASHRAE ASME ASSP ASTM
1592	AWC AWCI AWPA AWS
1593	BHMA CEN CPA CPSC
1594	CSA CSSB DASMA DHA DOC
1595	DOL DOTn EN FEMA FM
1596	GA ICC
1597	ISO MHI
1598	NAAMM NCMA NEHRP NFPA
1610	PCI
1611	PTI RMI SBCA SDI SFM
1612	SJI SPRI SRCC TIA
1613	TMS TPI UBC UL
1617	ULC USC WCLIB WDMA WRI
1619	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS TABLE A102.1 REFERENCED STANDARDS
1621	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
1623	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
1624	SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
1625	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
1626	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
1627	SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT SECTION D106 REFERENCED STANDARDS TABLE D106.1 REFERENCED STANDARDS
1629	APPENDIX E RESERVED
1631	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING APPENDIX F RODENTPROOFING SECTION F101 GENERAL
1633	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD-RESISTANT CONSTRUCTION APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION
1634	SECTION G102 DEFINITIONS SECTION G103 APPLICABILITY SECTION G104 POWERS AND DUTIES
1635	SECTION G105 PERMITS
1636	SECTION G106 VARIANCES
1637	SECTION G107 SUBDIVISIONS SECTION G108 SITE IMPROVEMENT SECTION G109 MANUFACTURED HOMES
1638	SECTION G110 RECREATIONAL VEHICLES SECTION G111 TANKS SECTION G112 OTHER BUILDING WORK SECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G114 UTILITY AND MISCELLANEOUS GROUP U
1639	SECTION G115 REFERENCED STANDARDS TABLE G115.1 REFERENCED STANDARDS
1641	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS
1642	SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS
1643	SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS
1644	SECTION H112 PROJECTING SIGNS SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
1645	TABLE H115.1(2) THICKNESS OF PROJECTION SIGN SECTION H116 REFERENCED STANDARDS TABLE H116.1 REFERENCED STANDARDS
1647	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS
1648	SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
1649	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS
1650	SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS
1651	SECTION J107 FILLS FIGURE J107.3 BENCHING DETAILS SECTION J108 SETBACKS
1652	FIGURE J108.1 DRAINAGE DIMENSIONS SECTION J109 DRAINAGE AND TERRACING
1653	SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS TABLE J111.1 REFERENCED STANDARDS
1655	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX K – GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN SECTION K101 SCOPE SECTION K102 DEFINITIONS
1656	SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING
1657	SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS SECTION K109 ALTERNATE MEANS OF PROTECTION
1659	FIGURE K103.1 N.T.S.
1660	FIGURE K103.1 N.T.S.
1661	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
1663	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS SECTION M102 REFERENCED STANDARDS TABLE M102.1 REFERENCED STANDARDS
1665	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX N – REPLICABLE BUILDINGS APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS
1666	SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN
1667	SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN
1669	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX O – PERFORMANCE-BASED APPLICATION [A] APPENDIX O PERFORMANCE-BASED APPLICATION [A] SECTION O101 GENERAL
1671	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX P – EMERGENCY HOUSING APPENDIX P EMERGENCY HOUSING SECTION P101 GENERAL SECTION P102 DEFINITIONS
1672	SECTION P103 EMERGENCY HOUSING SECTION P104 EMERGENCY SLEEPING CABINS
1673	SECTION P105 EMERGENCY TRANSPORTABLE HOUSING UNITS SECTION P106 TENTS AND MEMBRANE STRUCTURES SECTION P107 ACCESSIBILITY SECTION P108 LOFTS IN EMERGENCY HOUSING
1674	SECTION P109 LOCATION, MAINTENANCE AND IDENTIFICATION SECTION P110 EMERGENCY HOUSING FACILITIES
1677	INDEX
1719	HISTORY NOTE APPENDIX
1721	ICC EVALUATION SERVICE
1722	S.K. GHOSH ASSOCIATES LLC, SEISMIC AND BUILDING CODE CONSULTING


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Standard Title	California Building Code, Title 24, Part 2 (Volumes 1 & 2) (W/ ERRATA & SUPPLEMENT)
Published Code	CA
Publication Date	2022
Pages Count	1722

CA Building Code Volumes 1 2 2022 1stptg

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