This package includes the 2014 City of Los Angeles Building Code amendment pages and the 2013 California Building Code (Title 24, Part 2, Volumes 1 & 2). 2013 Arkansas Fire Prevention Code, Volume I: Fire. Comprised of the 2012 International Fire Code®, 2013 Edition Arkansas Fire Prevention Code: Revised package and the Arkansas custom binder. 2013 Arkansas Fire Prevention Code, Volume II: Building. Comprised of the 2012 International Building Code®, 2013 Edition Arkansas Fire Prevention Code: Revision package and the Arkansas custom binder. 2013 Arkansas Fire Prevention Code, Volume III: Residential. Comprised of the 2012 International Residential Code®, 2013 Edition Arkansas Fire Prevention Code: Revision package and the Arkansas custom binder.

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1	2014 CITY OF LOS ANGELES BUILDING CODE VOLUME 1 OF 2 BASED ON THE 2013 CBC AND 2012 IBC®
2	2014 CITY OF LOS ANGELES BUILDING CODE VOLUME 1 BASED ON THE 2013 CBC AND 2012 IBC® TITLE PAGE
3	COPYRIGHT
4	CITY OF LOS ANGELES OFFICES
6	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES
7	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION
8	EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE
10	TABLE OF CONTENTS
28	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – ADMINISTRATION
29	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – ADMINISTRATION—continued
30	CHAPTER 1 ADMINISTRATION DIVISION II ADMINISTRATION SECTION 101 TITLE, PURPOSE AND SCOPE
31	SECTION 102 UNSAFE BUILDINGS OR STRUCTURES SECTION 103 VIOLATIONS
32	SECTION 104 ORGANIZATION AND ENFORCEMENT
33	SECTION 105 APPEALS
36	SECTION 106 PERMITS
44	SECTION 107 FEES
49	SECTION 108 INSPECTION
52	SECTION 109 CERTIFICATE OF OCCUPANCY
53	SECTION 110 RESPONSIBILITY OF PERMITTEE SECTION 111 CODE REVISION SECTION 112 RESERVED SECTION 113 PERMIT FEES TABLE 1-A PERMIT FEES
54	TABLE 1-A.1 COMBINED PERMIT FEES TABLE 1-B TEMPORARY CERTIFICATE OF OCCUPANCY ADDITIONAL FEES TABLE 1-C REPORT FEES TABLE 1-D GRADING PERMIT FEES
56	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
57	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
58	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
59	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
60	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
61	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
62	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
63	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
64	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
65	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
66	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
110	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
111	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION—continued
112	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A
113	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
114	SECTION 307 HIGH-HAZARD GROUP H
116	[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
117	[F] TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
118	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
119	SECTION 308 INSTITUTIONAL GROUP I
120	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
122	SECTION 311 STORAGE GROUP S
123	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 LABORATORIES GROUP L [SFM]
124	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY
125	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
126	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
127	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
128	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
130	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
134	SECTION 403 HIGH-RISE BUILDINGS AND GROUP I-2 OCCUPANCIES HAVING OCCUPIED FLOORS LOCATED MORE THAN 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS
135	TABLE 403.2.4 MINIMUM BOND STRENGTH
137	SECTION 404 ATRIUMS SECTION 405 UNDERGROUND BUILDINGS
139	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
140	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
143	SECTION 407 GROUP I-2
146	SECTION 408 GROUP I-3
151	SECTION 409 MOTION PICTURE PROJECTION ROOMS
152	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
154	SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
156	[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
157	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
158	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
159	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd,e,f
160	[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
161	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
163	[F] TABLE 415.5.2 DETACHED BUILDING REQUIRED
166	[F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
171	SECTION 416 APPLICATION OF FLAMMABLE FINISHES
172	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 LIVE/WORK UNITS
173	SECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R3.1 and R-4
176	SECTION 421 HYDROGEN CUTOFF ROOMS SECTION 422 AMBULATORY CARE FACILITIES
177	SECTION 423 STORM SHELTERS SECTION 424 CHILDREN’S PLAY STRUCTURES SECTION 425 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM]
180	SECTION 426 GROUP I-4 [SFM]
181	SECTION 427 RESERVED SECTION 428 RESERVED SECTION 429 RESERVED SECTION 430 HORSE RACING STABLES [SFM] SECTION 431 PET KENNELS [SFM] SECTION 432 COMBUSTION ENGINES AND GAS TURBINES [SFM]
182	SECTION 433 FIXED GUIDEWAY TRANSIT SYSTEMS [SFM]
185	SECTION 434 EXPLOSIVES [SFM]
188	SECTION 435 RESERVED SECTION 436 WINERY CAVES [SFM]
189	SECTION 437 RESERVED SECTION 438 RESERVED SECTION 439 PUBLIC LIBRARIES [SL AND SFM]
190	SECTION 440 GROUP C [SFM]
192	SECTION 441 RESERVED SECTION 442 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E DAY CARE
193	SECTION 443 GROUP L [SFM]
196	TABLE 443.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE SECTION 444 RESERVED SECTION 445 LARGE FAMILY DAY-CARE HOMES [SFM]
198	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS
200	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
201	TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa, b Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of “Area, building,” per story
202	TABLE 503—continued ALLOWABLE BUILDING HEIGHTS AND AREASa, b FIGURE 5-1
203	SECTION 504 BUILDING HEIGHT SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
204	SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2 EQUATION 5-3
206	SECTION 507 UNLIMITED AREA BUILDINGS
207	SECTION 508 MIXED USE AND OCCUPANCY
208	SECTION 509 INCIDENTAL USES
209	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) SECTION 510 SPECIAL PROVISIONS
210	TABLE 509 INCIDENTAL USES
214	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION
216	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
217	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
218	SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
220	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES
222	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
223	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
225	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
226	FIGURE 705.7 EQUIVALENT OPENING FACTOR EQUATION 7-1
227	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
228	EQUATION 7-2
229	SECTION 706 FIRE WALLS
230	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
231	SECTION 707 FIRE BARRIERS
232	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
233	SECTION 708 FIRE PARTITIONS
234	SECTION 709 SMOKE BARRIERS SECTION 710 SMOKE PARTITIONS
235	SECTION 711 HORIZONTAL ASSEMBLIES
236	SECTION 712 VERTICAL OPENINGS
237	SECTION 713 SHAFT ENCLOSURES
239	SECTION 714 PENETRATIONS
242	SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
243	SECTION 716 OPENING PROTECTIVES TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
245	TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
246	TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
248	TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
249	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS TABLE 717.3.2.1 FIRE DAMPER RATING
254	SECTION 718 CONCEALED SPACES
256	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
257	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
258	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
259	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
260	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
261	TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
262	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
263	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
264	TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
265	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
266	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
267	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
268	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
269	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
270	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
271	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
272	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
273	TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
274	TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
275	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEM
276	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
277	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
278	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
279	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
280	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
281	SECTION 722 CALCULATED FIRE RESISTANCE
282	TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
283	TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS EQUATION 7-4
284	FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
285	TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
286	EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
287	FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
288	TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
289	TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
290	EQUATION 7-6 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
291	EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
292	TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
293	TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11 FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
294	EQUATION 7-12 EQUATION 7-13 FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
295	FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM EQUATION 7-14 FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
296	FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
297	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE
298	TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
299	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
300	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
301	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
302	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
303	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
304	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)]
305	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMALWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
306	EQUATION 7-15 EQUATION 7-16
307	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
308	EQUATION 7-18 TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES EQUATION 7-19 EQUATION 7-20 EQUATION 7-21
309	TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
310	FIGURE 722.6.3(1) LOAD FIGURE FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS
312	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
314	CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION 701A SCOPE, PURPOSE AND APPLICATION
315	SECTION 702A DEFINITIONS SECTION 703A STANDARDS OF QUALITY
316	SECTION 704A IGNITION-RESISTANT CONSTRUCTION
317	SECTION 705A ROOFING SECTION 706A VENTS SECTION 707A EXTERIOR COVERING
319	SECTION 708A EXTERIOR WINDOWS AND DOORS
320	SECTION 709A DECKING SECTION 710A ACCESSORY STRUCTURES
322	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES
324	CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES
326	TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
327	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
328	SECTION 806 DECORATIVE MATERIALS AND TRIM SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
330	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS
331	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
332	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
333	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
334	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
335	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
336	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
338	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS
339	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
341	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
343	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
347	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
349	SECTION 905 STANDPIPE SYSTEMS [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE
352	SECTION 906 PORTABLE FIRE EXTINGUISHERS [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
353	[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
368	[F] TABLE 907.5.2.3.3 VISIBLE ALARMS
370	SECTION 908 EMERGENCY ALARM SYSTEMS
371	SECTION 909 SMOKE CONTROL SYSTEMS
373	EQUATION 9-1 EQUATION 9-2 EQUATION 9-3
380	SECTION 910 SMOKE AND HEAT REMOVAL
381	EQUATION 9-4 [F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
382	SECTION 911 FIRE COMMAND CENTER
383	SECTION 912 FIRE DEPARTMENT CONNECTIONS
384	SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
386	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS
387	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
388	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
389	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
390	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS SECTION 1003 GENERAL MEANS OF EGRESS
392	SECTION 1004 OCCUPANT LOAD
393	TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING
394	SECTION 1006 MEANS OF EGRESS ILLUMINATION
395	SECTION 1007 ACCESSIBLE MEANS OF EGRESS
398	SECTION 1008 DOORS, GATES AND TURNSTILES
399	TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
405	SECTION 1009 STAIRWAYS
409	SECTION 1010 RAMPS
411	SECTION 1011 EXIT SIGNS
412	SECTION 1012 HANDRAILS
413	SECTION 1013 GUARDS
415	SECTION 1014 EXIT ACCESS TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
416	SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
417	SECTION 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa
418	SECTION 1017 AISLES SECTION 1018 CORRIDORS
419	TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1018.2 MINIMUM CORRIDOR WIDTH
420	SECTION 1019 EGRESS BALCONIES SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS
421	TABLE 1021.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS
422	TABLE 1021.2(1) (IFC [B] TABLE 1021.2(1)) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2, R-3 AND R-4 OCCUPANCIES TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
423	SECTION 1023 EXIT PASSAGEWAYS
424	SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
425	SECTION 1025 HORIZONTAL EXITS
426	SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS
427	SECTION 1027 EXIT DISCHARGE
428	SECTION 1028 ASSEMBLY
429	TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
431	TABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
433	SECTION 1029 EMERGENCY ESCAPE AND RESCUE
436	CHAPTER 11 RESERVED
438	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY
440	CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I – APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY
441	SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A COVERED MULTIFAMILY DWELLINGS
442	SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES SECTION 1106A SITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS
443	DIVISION II – EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL SECTION 1109A PARKING FACILITIES
445	SECTION 1110A EXTERIOR ROUTES OF TRAVEL
446	SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE
447	SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
448	SECTION 1115A EXTERIOR STAIRWAYS
449	SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES
450	DIVISION III – BUILDING FEATURES SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY SECTION 1118A EGRESS AND AREAS OF REFUGE SECTION 1119A INTERIOR ROUTES OF TRAVEL SECTION 1120A INTERIOR ACCESSIBLE ROUTES
451	SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
452	SECTION 1123A INTERIOR STAIRWAYS
453	SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
455	SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES SECTION 1126A DOORS
457	SECTION 1127A COMMON USE FACILITIES
465	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
467	SECTION 1133A KITCHENS
468	SECTION 1134A BATHING AND TOILET FACILITIES
471	SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
472	DIVISION V – FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A SPACE ALLOWANCES AND REACH RANGES
474	SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS
475	SECTION 1140A ACCESSIBLE TELEPHONES SECTION 1141A ACCESSIBLE SWIMMING POOLS
476	SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE
477	TABLE 1143A.5 VISUAL CHARACTER HEIGHT
478	TABLE 1143A.7.1 BRAILLE DIMENSIONS SECTION 1144A RESERVED SECTION 1145A RESERVED SECTION 1146A RESERVED SECTION 1147A RESERVED SECTION 1148A RESERVED SECTION 1149A RESERVED
479	DIVISION VI – SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS TEST NO. 1—INDIVIDUAL BUILDING TEST TEST NO. 2—SITE ANALYSIS TEST
480	TEST NO. 3—UNUSUAL CHARACTERISTICS TEST
481	DIVISION VII – FIGURES FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL
482	FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION
483	FIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS
484	FIGURE 11A-1D WHEELCHAIR TURNING SPACE FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH
485	FIGURE 11A-1F CHANGE IN LEVEL
486	FIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
487	FIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES
488	FIGURE 11A-1I FORWARD REACH
489	FIGURE 11A-1J SIDE REACH
490	FIGURE 11A-1K
491	FIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE
492	FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS
493	FIGURE 11A-2C DIAGONAL PARKING STALLS
494	FIGURE 11A-3A CURB DETAILS
495	FIGURE 11A-3B CURB DETAIL
496	FIGURE 11A-3C CURB DETAIL
497	FIGURE 11A-3D CURB DETAIL
498	FIGURE 11A-3E CURB DETAIL
499	FIGURE 11A-3F CURB DETAIL – SIDDEWALK LESS THAN 60″ WIDE FIGURE 11A-3G CURB DETAIL
500	FIGURE 11A-3H CURB DETAIL FIGURE 11A-3I CURB DETAIL
501	FIGURE 11A-3J CURB DETAIL FIGURE 11A-3K CURB DETAIL
502	FIGURE 11A-3L CURB SECTIONS
503	FIGURE 11A-5A RAMPS AND SIDEWALKS
504	FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS
505	FIGURE 11A-6B STAIR HANDRAILS
506	FIGURE 11A-6C RAMP DIMENSIONS
507	FIGURE 11A-6D RAMP LANDING AND DOORWAY
508	FIGURE 11A-6D RAMP LANDING AND DOORWAY
509	FIGURE 11A-6E STAIR HANDRAILS
510	FIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS
511	FIGURE 11A-7B ELEVATOR CONTROL PANEL
512	FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D GRAPH OF TIMING EQUATION
513	FIGURE 11A-8A FRONT APPROACHES—SWINGING DOORS FIGURE 11A-8B HINGE SIDE APPROACHES—SWINGING DOORS
514	FIGURE 11A-8C LATCH SIDE APPROACH—SWINGING DOORS FIGURE 11A-8D FRONT APPROACH—SLIDING DOORS AND FOLDING DOORS FIGURE 11A-8E SLIDE SIDE APPROACH—SLIDING DOORS AND FOLDING DOORS FIGURE 11A-8F LATCH SIDE APPROACH—SLIDING DOORS AND FOLDING DOORS
515	FIGURE 11A-8G VESTIBULE
516	FIGURE 11A-8H VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY)
517	FIGURE 11A-8I THRESHOLDS FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR FIGURE 11A-8K RAMP AT SECONDARY EXTERIOR DOOR
518	FIGURE 11A-9A TOILET FACILITIES
519	FIGURE 11A-9B WATER CLOSETS
520	FIGURE 11A-9C GRAB BARS
521	FIGURE 11A-9D KNEE AND TOE SPACE
522	FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS
523	FIGURE 11A-9F GRAB BARS AT BATHTUBS
524	FIGURE 11A-9G REINFORCEMENT FOR GRAB BARS
525	FIGURE 11A-9H STANDARD ROLL-IN SHOWER
526	FIGURE 1A-9I SHOWER SEATS AND GRAB BARS
527	FIGURE 11A-9J OPEN SHOWER
528	FIGURE 11A-9K ALTERNATE ROLL-IN SHOWER
529	FIGURE 11A-9L SHOWER WITH WATER CLOSET FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET
530	FIGURE 11A-10A KITCHEN SPECIFICATIONS
531	FIGURE 11A-11A DRINKING FOUNTAINS
532	FIGURE 11A-11B MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES
533	FIGURE 11A-1E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
534	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING
536	CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING DIVISION 1: APPLICATION AND ADMINISTRATION 11B-101 PURPOSE 11B-102 DIMENSIONS FOR ADULTS AND CHILDREN 11B-103 EQUIVALENT FACILITATION 11B-104 CONVENTIONS 11B-105 REFERENCED STANDARDS 11B-106 DEFINITIONS FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES
538	11B-107 SPECIAL CONDITIONS APPEALS ACTION 11B-108 MAINTENANCE OF ACCESSIBLE FEATURES
539	DIVISION 2: SCOPING REQUIREMENTS 11B-201 APPLICATION 11B-202 EXISTING BUILDINGS AND FACILITIES
541	11B-203 GENERAL EXCEPTIONS
542	11B-204 PROTRUDING OBJECTS 11B-205 OPERABLE PARTS 11B-206 ACCESSIBLE ROUTES
546	11B-207 ACCESSIBLE MEANS OF EGRESS 11B-208 PARKING SPACES
547	TABLE 11B-208.2 PARKING SPACES
548	11B-209 PASSENGER LOADING ZONES AND BUS STOPS 11B-210 STAIRWAYS 11B-211 DRINKING FOUNTAINS
549	11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS 11B-213 TOILET FACILITIES AND BATHING FACILITIES
550	11B-214 WASHING MACHINES AND CLOTHES DRYERS 11B-215 FIRE ALARM SYSTEMS 11B-216 SIGNS
552	11B-217 TELEPHONES TABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES
553	11B-218 TRANSPORTATION FACILITIES 11B-219 ASSISTIVE LISTENING SYSTEMS
554	11B-220 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES 11B-221 ASSEMBLY AREAS TABLE 11B-221.2.1.1 NUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREAS
556	11B-222 DRESSING, FITTING AND LOCKER ROOMS 11B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES
557	11B-224 TRANSIENT LODGING GUEST ROOMS
558	TABLE 11B-224.2 GUEST ROOMS WITH MOBILITY FEATURES TABLE 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES 11B-225 STORAGE
559	TABLE 11B-225.3 SELF-SERVICE STORAGE FACILITIES 11B-226 DINING SURFACES AND WORK SURFACES 11B-227 SALES AND SERVICE TABLE 11B-227.2 CHECK-OUT AISLES
560	11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES AND FUEL DISPENSERS 11B-229 WINDOWS 11B-230 TWO-WAY COMMUNICATION SYSTEMS 11B-231 JUDICIAL FACILITIES 11B-232 DETENTION FACILITIES AND CORRECTIONAL FACILITIES
561	11B-233 RESIDENTIAL FACILITIES
563	11B-234 AMUSEMENT RIDES 11B-235 RECREATIONAL BOATING FACILITIES TABLE 11B-235.2 BOAT SLIPS
564	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
565	TABLE 11B-240.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES 11B-241 SAUNAS AND STEAM ROOMS 11B-242 SWIMMING POOLS, WADING POOLS, AND SPAS 11B-243 SHOOTING FACILITIES WITH FIRING POSITIONS 11B-244 RELIGIOUS FACILITIES
566	11B-245 COMMERCIAL FACILITIES LOCATED IN PRIVATE RESIDENCES 11B-246 OUTDOOR DEVELOPED AREAS 11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
567	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
568	11B-304 TURNING SPACE FIGURE 11B-304.3.2 T-SHAPED TURNING SPACE 11B-305 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE
569	FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH FIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 11B-306 KNEE AND TOE CLEARANCE FIGURE 11B-306.2 TOE CLEARANCE
570	FIGURE 11B-306.3 KNEE CLEARANCE 11B-307 PROTRUDING OBJECTS FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS
571	FIGURE 11B-307.4 VERTICAL CLEARANCE 11B-308 REACH RANGES FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH
572	FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH FIGURE 11B-308.3.2 OBSTRUCTED HIGH SIDE REACH 11B-309 OPERABLE PARTS
573	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
574	FIGURE 11B-403.5.2 CLEAR WIDTH AT TURN 11B-404 DOORS, DOORWAYS, AND GATES
575	FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
576	FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
577	FIGURE 11B-404.2.4.1—continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
578	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
579	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
581	11B-405 RAMPS
582	FIGURE 11B-405.7 RAMP LANDINGS FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS
583	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
584	FIGURE 11B-406.5.7 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS FIGURE 11B-406.6 ISLANDS IN CROSSINGS 11B-407 ELEVATORS
585	FIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS
586	FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCE FIGURE 11B-407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES
587	TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
588	FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
589	TABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION
590	11B-408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS
591	FIGURE 11B-408.4.1 LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS 11B-409 PRIVATE RESIDENCE ELEVATORS FIGURE 11B-409.4.6.2 LOCATION OF PRIVATE RESIDENCE ELEVATOR CONTROL PANEL
592	11B-410 PLATFORM LIFTS FIGURE 11B-410.6 PLATFORM LIFT DOORS AND GATES
593	DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS 11B-501 GENERAL 11B-502 PARKING SPACES FIGURE 11B-502.2 VEHICLE PARKING SPACES
594	FIGURE 11B-502.3 PARKING SPACE ACCESS AISLE
595	FIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION
596	11B-503 PASSENGER DROP-OFF AND LOADING ZONES FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE
597	11B-504 STAIRWAYS FIGURE 11B-504.5 STAIR NOSINGS 11B-505 HANDRAILS
598	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
599	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
600	DIVISION 6: PLUMBING ELEMENTS AND FACILITIES 11B-601 GENERAL 11B-602 DRINKING FOUNTAINS FIGURE 11B-602.5 DRINKING FOUNTAIN SPOUT LOCATION 11B-603 TOILET AND BATHING ROOMS
601	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
602	FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS
603	FIGURE 11B-604.7 DISPENSER OUTLET LOCATION FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR
604	FIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END-OPENING DOOR FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS 11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT
605	FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE TABLE 11B-604.9 SUGGESTED DIMENSIONS FOR CHILDREN’S USE
606	11B-605 URINALS FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS 11B-606 LAVATORIES AND SINKS 11B-607 BATHTUBS
607	FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS
608	FIGURE 11B-607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 11B-607.4.2 GRAB BARS FOR BATHTUBS WITH REMOVABLE IN-TUB SEATS FIGURE 11B-607.5 BATHTUB CONTROL LOCATION
609	11B-608 SHOWER COMPARTMENTS FIGURE 11B-608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER
610	FIGURE 11B-608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION
611	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
612	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
613	FIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING 11B-612 SAUNAS AND STEAM ROOMS
614	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
615	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
616	FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT
617	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
618	FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE FIGURE 11B-703.7.2.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 11B-703.7.2.5 CLEANER AIR SYMBOL
619	11B-704 TELEPHONES FIGURE 11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE FIGURE 11B-704.2.1.2 FORWARD APPROACH TO TELEPHONE 11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
620	FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES
621	FIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE 11B-706 ASSISTIVE LISTENING SYSTEMS 11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES
622	FIGURE 11B-707.6.2 NUMERIC KEY LAYOUT
623	11B-708 TWO-WAY COMMUNICATION SYSTEMS
624	DIVISION 8: SPECIAL ROOMS, SPACES, AND ELEMENTS 11B-801 GENERAL 11B-802 WHEELCHAIR SPACES, COMPANION SEATS, AND DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEATS FIGURE 11B-802.1.2 WIDTH OF WHEELCHAIR SPACES FIGURE 11B-802.1.3 DEPTH OF WHEELCHAIR SPACES FIGURE 11B-802.2.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS FIGURE 11B-802.2.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS
625	FIGURE 11B-802.2.2.1 LINES OF SIGHT OVER THE HEADS OF STANDING SPECTATORS FIGURE 11B-802.2.2.2 LINES OF SIGHT BETWEEN THE HEADS OF STANDING SPECTATORS 11B-803 DRESSING, FITTING, AND LOCKER ROOMS 11B-804 KITCHENS AND KITCHENETTES
626	FIGURE 11B-804.2.1 PASS THROUGH KITCHENS FIGURE 11B-804.2.2 U-SHAPED KITCHENS
627	11B-805 MEDICAL CARE AND LONG-TERM FACILITIES
628	11B-806 TRANSIENT LODGING GUEST ROOMS 11B-807 HOLDING CELLS AND HOUSING CELLS
629	11B-808 COURTROOMS 11B-809 RESIDENTIAL DWELLING UNITS
630	11B-810 TRANSPORTATION FACILITIES FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS FIGURE 11B-810.3 BUS SHELTERS
631	FIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS 11B-811 STORAGE
632	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
633	FIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS
634	DIVISION 10: RECREATION FACILITIES 11B-1001 GENERAL 11B-1002 AMUSEMENT RIDES FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDES
635	11B-1003 RECREATIONAL BOATING FACILITIES
636	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
637	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
638	11B-1004 EXERCISE MACHINES AND EQUIPMENT 11B-1005 FISHING PIERS AND PLATFORMS FIGURE 11B-1005.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS 11B-1006 GOLF FACILITIES
639	11B-1007 MINIATURE GOLF FACILITIES FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA 11B-1008 PLAY AREAS
641	FIGURE 11B-1008.3.1 TRANSFER PLATFORMS FIGURE 11B-1008.3.2 TRANSFER STEPS 11B-1009 SWIMMING POOLS, WADING POOLS, AND SPAS
642	FIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION FIGURE 11B-1009.2.3 CLEAR DECK SPACE AT POOL LIFTS FIGURE 11B-1009.2.4 POOL LIFT SEAT HEIGHT FIGURE 11B-1009.2.8 POOL LIFT SUBMERGED DEPTH
643	FIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH FIGURE 11B-1009.3.3 HANDRAILS FOR SLOPED ENTRY FIGURE 11B-1009.4.1 CLEAR DECK SPACE AT TRANSFER WALLS FIGURE 11B-1009.4.2 TRANSFER WALL HEIGHT
644	FIGURE 11B-1009.4.3 DEPTH AND LENGTH OF TRANSFER WALLS FIGURE 11B-1009.4.5 GRAB BARS FOR TRANSFER WALLS FIGURE 11B-1009.5.1 SIZE OF TRANSFER PLATFORM FIGURE 11B-1009.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM
645	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
646	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT
648	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION
650	SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING
651	SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION
654	SECTION 1208 INTERIOR SPACE DIMENSIONS
656	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
657	SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS SECTION 1212 [HCD 1] POLLUTANT CONTROL SECTION 1213 RESERVED SECTION 1214 RESERVED SECTION 1215 RESERVED SECTION 1216 RESERVED SECTION 1217 RESERVED SECTION 1218 RESERVED
658	SECTION 1219 RESERVED SECTION 1220 RESERVED SECTION 1221 RESERVED SECTION 1222 RESERVED SECTION 1223 RESERVED SECTION 1224 [OSHPD 1] HOSPITALS
661	TABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1, 6
662	TABLE 1224.4.6.5 [OSHPD 1, 2, 3 & 4] LOCATION OF NURSE CALL DEVICES KEY: · Required
664	TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
666	TABLE 1224.5 SOUND TRANSMISSION LIMITATIONS IN ACUTE CARE GENERAL HOSPITALS
689	SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES
697	SECTION 1226 [OSHPD 3] CLINICS
707	SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS
712	SECTION 1228 RESERVED SECTION 1229 RESERVED SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES
714	TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
716	SECTION 1231 [BSCC] LOCAL DETENTION
718	TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
722	SECTION 1232 RESERVED SECTION 1233 RESERVED SECTION 1234 RESERVED SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS)
723	SECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES SECTION 1238 RESERVED
724	SECTION 1239 RESERVED SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS
725	TABLE 1240.15.1 SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES SECTION 1242 [AGR] RENDERERS
726	SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS SECTION 1244 RESERVED SECTION 1245 RESERVED SECTION 1246 RESERVED SECTION 1247 RESERVED SECTION 1248 RESERVED SECTION 1249 RESERVED SECTION 1250 [CA] PHARMACIES
727	SECTION 1251 [CA] VETERINARY FACILITIES SECTION 1252 [CA] BARBER COLLEGES AND SHOPS
728	SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS SECTION 1254 [CA] ACUPUNCTURE OFFICES
730	CHAPTER 13 ENERGY EFFICIENCY SECTION 1300 GENERAL SECTION 1301 SOLAR ENERGY COLLECTORS
732	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS
734	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS
735	SECTION 1404 MATERIALS
736	SECTION 1405 INSTALLATION OF WALL COVERINGS TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
737	TABLE 1405.3.1 CLASS III VAPOR RETARDERS
741	SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
742	SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
743	TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS
744	SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
745	SECTION 1410 [DSA-SS & DSA-SS/CC, OSHPD 1, 2 & 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER
748	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
750	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION
751	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION
752	TABLE 1505.1a MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1506 MATERIALS
753	SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
754	TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
755	TABLE 1507.2.9.2 VALLEY LINING MATERIAL
756	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
757	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
759	TABLE 1507.7.6 SLATE SHINGLE HEADLAP
760	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
761	TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
762	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
763	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
764	TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES
767	SECTION 1510 REROOFING TABLE 1510.1 ALLOWABLE REROOFS OVER EXISTING ROOFING
768	SECTION 1511 SOLAR PHOTOVOLTAIC PANELS/MODULES SECTION 1512 [DSA-SS & DSA-SS/CC, OSHPD 1, 2 & 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS
770	INDEX
810	HISTORY NOTE APPENDIX
812	TESTING FOR THE 2013 CALIFORNIA CODES BEGINS JANUARY 1, 2014
813	MASTER THE NEW CALIFORNIA CODES
814	2014 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2 BASED ON THE 2013 CBC AND 2012 IBC®
815	2014 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 BASED ON THE 2013 CBC AND 2012 IBC® TITLE PAGE
816	COPYRIGHT
817	CITY OF LOS ANGELES OFFICES
819	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES
820	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION
821	EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE
823	TABLE OF CONTENTS
841	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
843	CHAPTER 16: STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS
844	SECTION 1603 CONSTRUCTION DOCUMENTS
845	SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITS
847	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES SECTION 1605 LOAD COMBINATIONS
848	EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16
849	EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
850	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCETRATED LIVE LOADS
851	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
853	EQUATION 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR EQUATION 16-24 EQUATION 16-25
854	EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
855	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS FOR ALASKAN LOCATIONS
856	FIGURE 1608.2 GROUND SNOW LOADS FOR THE UNITED STATES
857	FIGURE 1608.2-CONTINUED GROUND SNOW LOADS FOR THE UNITED STATES
858	SECTION 1609 WIND LOADS
859	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS
860	FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
861	FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS FOR RIS CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
862	FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
863	EQUATION 16-34
864	EQUATION 16-35
865	TABLE 1609.6.2 NET PRESSURE COEFFICIENTS
866	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
867	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
868	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C SECTION 1610 SOIL LATERAL LOADS
869	SECTION 1611 RAIN LOADS EQUATION 16-36 TABLE 1610.1 LATERAL SOIL LOAD
870	FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
871	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
872	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
873	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
874	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
875	SECTION 1612 FLOOD LOADS
876	SECTION 1613 EARTHQUAKE LOADS TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a
877	EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F v a TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
878	FIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
879	FIGURE 1613.3.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B
880	FIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
881	FIGURE 1613.3.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B
882	FIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
883	FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
884	FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
885	FIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5%OF CRITICAL DAMPING), SITE CLASS B
892	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY
893	FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
895	EQUATION 16-41 EQUATION 16-42 SECTION 1616 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
901	TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
903	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
905	CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS
906	SECTION 1603A CONSTRUCTION DOCUMENTS
907	SECTION 1604A GENERAL DESIGN REQUIREMENTS
908	TABLE 1604A.3 DEFLECTION LIMITSa, b, c, h, i
909	TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1,3,4
910	TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
911	SECTION 1605A LOAD COMBINATIONS EQUATION 16A-1 EQUATION 16A-2 EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 16A-7
912	EQUATION 16A-8 EQUATION 16A-9 EQUATION 16A-10 EQUATION 16A-11 EQUATION 16A-12 EQUATION 16A-13 EQUATION 16A-14 EQUATION 16A-15 EQUATION 16A-16 EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20
913	EQUATION 16A-21 EQUATION 16A-22 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS
915	TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
916	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS EQUATION 16A-22
917	TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR, K EQUATION 16A-24 EQUATION 16A-25
918	EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION 16A-30 EQUATION 16A-31 EQUATION 16A-32
919	SECTION 1608A SNOW LOADS SECTION 1609A WIND LOADS
920	FIGURE 1608.A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
921	FIGURE 1608.A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
922	TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
923	EQUATION 16A-33 TABLE 1609A.3.1 WIND SPEED CONVERSIONSa, b, c
924	FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
925	FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
926	FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
927	EQUATION 16A-34
928	EQUATION 16-35
929	TABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cneta, b
930	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
931	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
932	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b SECTION 1610A SOIL LATERAL LOADS SECTION 1611A RAIN LOADS EQUATION 16A-36
933	TABLE 1610A.1 LATERAL SOIL LOAD
934	FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
935	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
936	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
937	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
938	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
939	SECTION 1612A FLOOD LOADS
940	SECTION 1613A EARTHQUAKE LOADS EQUATION 16A-37 EQUATION 16A-38
941	EQUATION 16A-39 EQUATION 16A-40 TABLE 1613A.3.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613A.3.3(2) VALUES OF SITE COEFFICIENT FV a
942	TABLE 1613A.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS TABLE 1613A.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A STRUCTURAL INTEGRITY
943	EQUATION 16A-41 FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
944	EQUATION 16A-42 SECTION 1616A MODIFICATIONS TO ASCE 7
945	EQUATION 12.12-1
951	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
953	CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
954	SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
959	SECTION 1705 REQUIRED VERIFICATION AND INSPECTION
961	TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
962	TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
963	TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
964	TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
965	TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
969	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 SP0ECIAL INSPECTIONS FOR SEISMIC RESISTANCE SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE SECTION 1709 IN-SITU LOAD TESTS
970	SECTION 1710 PRECONSTRUCTION LOAD TESTS
971	SECTION 1711 MATERIAL AND TEST STANDARDS SECTION 1712 CERTIFIED SECUIRTY BAR INSTALLER
973	SECTION 1713 PREFABRICATED CONSTRUCTION
975	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
977	CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL SECTION 1702A DEFINITIONS
978	SECTION 1703A APPROVALS
979	SECTION 1704A SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
980	SECTION 1705A REQUIRED VERIFICATION AND INSPECTION
981	TABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
983	TABLE 1705A.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
985	TABLE 1705A.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
986	TABLE 1705A.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
991	SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A TEST SAFE LOAD SECTION 1709A IN-SITU LOAD TESTS SECTION 1710A PRECONSTRUCTION LOAD TESTS
992	SECTION 1711A MATERIAL AND TEST STANDARDS
995	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
997	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
1000	SECTION 1804 EXCAVATION, GRADING AND FILL
1001	SECTION 1805 DAMPPROOFING AND WATERPROOFING
1002	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
1003	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1004	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
1005	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
1006	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
1007	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c
1008	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
1009	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
1011	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT
1012	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS FIGURE 1809.3 STEPPED FOUNDATIONS
1013	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
1014	SECTION 1810 DEEP FOUNDATIONS
1016	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1018	EQUATION 18-4
1020	EQUATION 18-5
1021	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
1027	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
1029	CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS SECTION 1803A GEOTECHNICAL INVESTIGATIONS
1032	SECTION 1804A EXCAVATION, GRADING AND FILL
1033	SECTION 1805A DAMPPROOFING AND WATERPROOFING
1035	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
1036	EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3
1037	SECTION 1808A FOUNDATIONS
1038	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
1039	TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER
1040	SECTION 1809A SHALLOW FOUNDATIONS SECTION 1810A DEEP FOUNDATIONS
1043	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1045	EQUATION 18A-4
1047	EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18-9 EQUATION 18-10
1048	EQUATION 18A-11
1053	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
1055	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
1056	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE — continued
1057	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS
1058	SECTION 1905 MODIFICATIONS TO ACI 318
1059	TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE
1062	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1
1063	TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1064	SECTION 1910 SHOTCRETE
1065	SECTION 1911 REINFORCED GYPSUM CONCRETE SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
1066	SECTION 1913 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1071	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
1073	CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
1074	SECTION 1904A DURABILITY REQUIREMENTS
1075	TABLE 1904A.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH FIGURE 1904A.2 WEATHERING PROBABILITY MAP FOR CONCRETE
1076	SECTION 1905A MODIFICATIONS TO ACI 318
1079	SECTION 1906A STRUCTURAL PLAIN CONCRETE SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19A-1 SECTION 1909A ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1080	TABLE 1908A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1910A SHOTCRETE
1081	SECTION 1911A REINFORCED GYPSUM CONCRETE
1082	SECTION 1912A CONCRETE-FILLED PIPE COLUMNS SECTION 1913A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
1084	SECTION 1914A EXISTING CONCRETE STRUCTURES
1085	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
1087	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION
1089	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
1091	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
1093	SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS
1094	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
1095	TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
1096	SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN SECTION 2108 STRENGTH DESIGN OF MASONRY
1097	SECTION 2109 EMPIRICAL DESIGN OF MASONRY TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2
1098	TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
1099	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
1100	FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
1101	SECTION 2112 MASONRY HEATERS
1102	SECTION 2113 MASONRY CHIMNEYS
1104	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
1105	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
1106	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1108	TABLE 2114.11.1 MINIMUM THICKNESS OF MASONRY WALLS1, 2 [DSA-SS/CC]
1111	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
1113	CHAPTER 21A MASONRY SECTION 2101A GENERAL
1114	SECTION 2102A DEFINITIONS AND NOTATIONS
1115	SECTION 2103A MASONRY CONSTRUCTION MATERIALS
1116	TABLE 2103A.11 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104A CONSTRUCTION
1119	SECTION 2105A QUALITY ASSURANCE
1120	TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
1121	SECTION 2106A SEISMIC DESIGN
1122	SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1
1123	TABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA. SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
1125	FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS SECTION 2112A MASONRY HEATERS
1126	SECTION 2113A MASONRY CHIMNEYS
1129	TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
1130	FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS SECTION 2114A NONBEARING WALLS SECTION 2115A MASONRY SCREEN WALLS
1133	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
1135	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STEEL JOISTS
1136	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
1139	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1140	SECTION 2212 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
1143	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
1145	CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS
1146	SECTION 2205A STRUCTURAL STEEL
1147	SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS
1148	SECTION 2208A STEEL CABLE STRUCTURES SECTION 2209A STEEL STORAGE RACKS
1149	SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2212A [DSA-SS]LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES
1150	EQUATION 22A-1 SECTION 2213A TESTING AND FIELD VERIFICATION
1151	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
1153	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
1154	SECTION 2303 MINIMUM STANDARDS AND QUALITY
1158	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
1159	TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
1160	TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
1161	TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS TABLE 2304.7(4 )ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a
1162	TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS
1164	TABLE 2304.9.1 FASTENING SCHEDULE
1165	TABLE 2304.9.1—continued FASTENING SCHEDULE
1166	TABLE 2304.9.1—continued FASTENING SCHEDULE
1169	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
1170	EQUATION 23-1 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP EQUATION 23-2
1171	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
1172	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
1175	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
1176	TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
1177	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb,
1178	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1179	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e
1180	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
1183	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Î” = 360)
1184	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360)
1185	TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Î” = 360)
1186	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360)
1187	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
1189	FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1191	TABLE 2308.9.3(1) BRACED WALL PANELSa TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
1192	TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) TABLE 2308.9.3(5) HARDBOARD SIDING
1193	FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
1194	TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1195	TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1196	TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1197	TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
1198	TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
1199	TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240)
1200	TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
1201	TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
1202	TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
1203	TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1204	TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1205	TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1206	TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
1207	TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1208	TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
1209	TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
1210	TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1211	TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1212	TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1213	TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
1214	TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS
1216	TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1217	TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1218	FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
1219	FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
1220	TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E
1221	FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
1222	FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
1223	FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
1225	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
1227	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS
1228	SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ONGLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8
1229	EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
1230	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15
1231	SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1232	SECTION 2407 GLASS IN HANDRAILS AND GUARDS
1233	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
1234	SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING
1237	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD AND PLASTER
1239	CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
1240	SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
1241	SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
1242	SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
1243	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
1244	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
1245	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
1247	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
1250	FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM
1251	SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
1252	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
1253	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
1254	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
1255	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER-REINFORCED POLYMER SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
1257	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
1259	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
1261	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
1263	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
1265	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1266	TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
1267	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
1269	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
1271	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES
1272	SECTION 3003 EMERGENCY OPERATIONS
1273	SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS
1274	SECTION 3006 MACHINE ROOMS
1275	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
1276	FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
1279	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION
1281	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
1282	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
1283	SECTION 3105 AWNINGS AND CANOPIES
1284	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
1288	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES
1289	SECTION 3112 PATIO COVERS
1291	CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
1293	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC SWIMMING POOLS
1295	CHAPTER 31B [DPH] PUBLIC POOLS DIVISION I—GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
1296	PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW
1297	SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
1298	SECTION 3107 BALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION SECTION 3109B POOL GEOMETRY
1299	SECTION 3110B PERMANENT MARKINGS SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
1300	SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS SECTION 3115B POOL LIGHTING
1301	ANCILLARY FACILITIES SECTION 3116B BATHHOUSE, DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE
1302	SECTION 3120B REQUIRED SIGNS
1303	SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE RECIRCULATION SYSTEM COMPONENTS SECTION 3123B GENERAL REQUIREMENTS
1304	SECTION 3124B TURNOVER TIME SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS
1305	SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS SECTION 3134B DISINFECTANT FEEDERS
1306	SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS
1307	SECTION 3137B POOL FITTINGS SECTION 3138B SPA POOL SPECIAL REQUIREMENTS
1308	FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1
1309	FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2
1310	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
1311	SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS SECTION 3141B WASTEWATER DISPOSAL SECTION 3142B RESERVED SECTION 3143B RESERVED SECTION 3144B RESERVED SECTION 3145B RESERVED SECTION 3146B RESERVED SECTION 3147B RESERVED SECTION 3148B RESERVED SECTION 3149B RESERVED SECTION 3150B RESERVED SECTION 3151B RESERVED SECTION 3152B RESERVED SECTION 3153B RESERVED SECTION 3154B RESERVED SECTION 3155B RESERVED SECTION 3156B RESERVED
1312	SECTION 3157B RESERVED SECTION 3158B RESERVED SECTION 3159B RESERVED DIVISION II – PUBLIC SWIMMING POOLS SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS SECTION 3161B WADING POOLS
1313	SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
1316	FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
1317	FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
1318	TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
1319	TABLE 31B-7
1321	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
1323	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
1325	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
1327	CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES
1329	CHAPTER 31E RESERVED
1331	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
1333	CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION 1 SECTION 3101F [SLC] INTRODUCTION
1334	DIVISION 2 SECTION 3102F AUDIT AND INSPECTION
1336	TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1
1337	TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTIONS [2.2]
1340	TABLE 31F-2-4 ASSESSMENT RATINGS
1341	TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
1343	TABLE 31F-2-7A TABLE 31F-2-7B
1344	TABLE 31F-2-7C
1345	TABLE 31F-2-8
1346	FIGURE 31F-2-1
1347	TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
1348	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
1349	FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing)
1350	FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping)
1351	TABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing) TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME,475 YEAR RETURN PERIOD (5% Critical Damping) TABLE 31F-3-5 VALUES OF Fa TABLE 31F-3-6 VALUES OF FV
1352	TABLE 31F-3-7 [3.1] VALUES OF BS AND B1
1355	FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12] FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13])
1356	TABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec)IN THE SAN FRANCISCO BAY AREA [AFTER 3.24]
1358	TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 TABLE 31F-3-10 SITE CONDITIONS TABLE 31F-3-11 BERTHING ANGLE
1359	TABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]
1360	TABLE 31F-3-14 SAFETY FACTORS FOR ROPES* TABLE 31F-3-15 ALLOWABLE WORKING LOADS
1363	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS TABLE 31F-4-1 MOT RISK CLASSIFICATION
1364	FIGURE 31F-4-2—SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES
1365	FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, ,AND EFFECTIVE DAMPING
1366	FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA FIGURE 31F-4-5 EFFECTIVE STIFFNESS FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
1367	FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS [4.3]
1368	FIGURE 31F-4-8 P-D EFFECT
1370	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
1371	FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES FIGURE 31F-5-4 PASSING VESSEL
1372	FIGURE 31F-5-5 BERTHING ENERGY CAPACITY
1373	TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION
1375	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES
1379	DIVISION 7 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS
1380	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
1381	TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1] FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]
1382	FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH TABLE 31F-7-4 SUBGRADE MODULUS K
1383	FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM
1384	TABLE 31F-7-5 LIMITS OF STRAIN FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
1385	FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS
1386	FIGURE 31F-7-9 DEVELOPMENT LENGTH FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY FIGURE 31F-7-12 JOINT ROTATION
1387	FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
1389	TABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER
1393	DIVISON 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
1394	TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
1395	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
1397	DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION
1400	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
1404	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
1407	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENT INTO PUBLIC RIGHT-OF-WAY
1409	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
1411	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
1413	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
1414	SECTION 3305 TOILET FACILITIES DURING CONSTRUCTION SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
1415	SECTION 3307 PROTECTION OF ADJOINING PROPERTY
1416	SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS
1417	SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
1419	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES
1420	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES—continued
1421	CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL
1422	SECTION 3402 DEFINITIONS
1423	SECTION 3403 ADDITIONS SECTION 3404 ALTERATIONS
1424	SECTION 3405 REPAIRS
1426	SECTION 3406 FIRE ESCAPES SECTION 3407 GLASS REPLACEMENT SECTION 3408 CHANGE OF OCCUPANCY
1427	SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
1428	TABLE 3411.8.5 RAMPS
1429	SECTION 3412 COMPLIANCE ALTERNATIVES
1432	EQUATION 34-1 EQUATION 34-2 EQUATION 34-3 EQUATION 34-4
1433	TABLE 3412.6.3 COMPARTMENTATION VALUES TABLE 3412.6.4 SEPARATION VALUES TABLE 3412.6.5 CORRIDOR WALL VALUES
1434	EQUATION 34-5 TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
1435	TABLE 3412.6.10 SMOKE CONTROL VALUES TABLE 3412.6.11 MEANS OF EGRESS VALUES
1436	TABLE 3412.6.12 DEAD-END VALUES EQUATION 34-6 TABLE 3412.6.14 ELEVATOR CONTROL VALUES TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
1437	TABLE 3412.6.16 MIXED OCCUPANCY VALUESa TABLE 3412.6.17 SPRINKLER SYSTEM VALUES 3412.6.18 STANDPIPE SYSTEM VALUES
1438	TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
1439	TABLE 3412.7 SUMMARY SHEET — BUILDING CODE
1440	TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.9 EVALUATION FORMULASa SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
1443	SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM]
1445	SECTION 3415 EXISTING GROUP I OCCUPANCIES SECTION 3416 EXISTING GROUP L OCCUPANCIES
1446	SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
1447	TABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1
1448	TABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE1
1449	TABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS “STATE-OWNED.” SECTION 3418 DEFINITIONS
1450	SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
1452	SECTION 3420 METHOD A
1453	SECTION 3421 METHOD B SECTION 3422 PEER REVIEW REQUIREMENTS
1454	SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES
1455	SECTION 3424 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES AND INTERMEDIATE CARE FACILITIES [OSHPD 2]
1457	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES
1459	CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL SECTION 3402A DEFINITIONS
1460	SECTION 3403A ADDITIONS SECTION 3404A ALTERATIONS
1461	SECTION 3405A REPAIRS
1462	SECTION 3406A FIRE ESCAPES
1463	SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY SECTION 3409A HISTORIC BUILDINGS SECTION 3410A MOVED STRUCTURES SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE
1464	SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES
1465	SECTION 3413A MODIFICATIONS TO ASCE 41
1467	SECTION 3414A PEER REVIEW REQUIREMENTS
1468	SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
1470	SECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
1471	SECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES
1475	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
1476	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1477	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1479	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
1480	AF&PA AISC AISI
1481	AITC ALI ANSI
1482	APA APSP ASABE ASCE/SEI
1483	ASME ASTM
1489	AWCI
1490	AWPA AWS BHMA CGSB CPA
1491	CPSC CSA CSSB DASMA DOC
1492	DOJ DOL DOTn EN FEMA
1493	FM GA HPVA HUD ICC
1494	ISO NAAMM NCMA NFPA
1505	PCI PTI
1506	SFM RMI SDI SJI SPRI
1507	TIA TMS TPI UBC UL
1509	ULC USC
1510	WDMA WRI
1511	CHAPTER 61 SPECIAL HAZARD AREAS SECTION 6101 IMPACT HAZARD GLAZING IN EXISTING BUILDINGS SECTION 6102 RUBBISH ROOMS SECTION 6103 SHAFTS, PITS AND SIMILAR EXCAVATION – MISDEMEANOR SECTION 6104 FIRE DISTRICTS SECTION 6105 SEPARATION FROM OIL WELLS
1512	SECTION 6109 SWIMMING POOLS AND OTHER BODIES OF WATER – PROTECTIVE DEVICES REQUIRED
1513	CHAPTER 62 SIGNS SECTION 6201 GENERAL PROVISIONS
1514	SECTION 6202 DEFINITIONS SECTION 6203 LOCATION
1515	SECTION 6204 IDENTIFICATION SECTION 6205 DESIGN AND CONSTRUCTION
1516	SECTION 6206 ELECTRICAL SECTION 6207 COMBUSTIBLE MATERIALS SECTION 6208 ANIMATED DEVICES SECTION 6209 GROUND SIGNS
1517	SECTION 6210 ROOF SIGNS SECTION 6211 WALL SIGNS SECTION 6212 PROJECTING SIGNS
1518	SECTION 6213 MARQUEE SIGNS SECTION 6214 PORTABLE SIGNS (RESERVED) SECTION 6215 REFERENCED STANDARDS SECTION 6216 EXISTING SIGNS
1519	TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN
1521	CHAPTER 63 ADDITIONAL PROVISIONS FOR SPECIFIC USES SECTION 6301 GENERAL SECTION 6302 FOOD ESTABLISHMENT
1522	SECTION 6303 SERVICE STATIONS SECTION 6304 RESIDENTIAL USES SECTION 6305 PARKING GARAGES SERVING RESIDENTIAL USES
1523	SECTION 6306 ANTI-GRAFFITI FINISH TO EXTERIOR WALLS SECTION 6307 SHOWER AND LOCKER FACILITIES
1525	CHAPTER 67 SECURITY PROVISIONS SECTION 6701 PURPOSE SECTION 6702 GENERAL SECTION 6703 LIMITATIONS SECTION 6704 ALTERNATIVE SECURITY PROVISIONS SECTION 6705 DEFINITIONS
1526	SECTION 6706 ENTRY VISION SECTION 6707 APPURTENANT ACCESS SECTION 6708 DOORS – GENERAL SECTION 6709 SWINGING DOORS
1527	SECTION 6710 SLIDING GLASS DOORS SECTION 6711 OVERHEAD AND SLIDING DOORS SECTION 6712 METAL ACCORDION-GRATE OR GRILLE-TYPE DOORS SECTION 6713 GLAZED OPENING – GENERAL SECTION 6714 GLAZING SECTION 6715 WINDOWS
1528	SECTION 6716 OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS SECTION 6717 TESTS – GENERAL
1529	CHAPTER 70 GRADING, EXCAVATIONS AND FILLS SECTION 7001 PURPOSE SECTION 7002 SCOPE SECTION 7003 DEFINITIONS
1530	SECTION 7004 GRADING DESIGNATION SECTION 7005 GENERAL REQUIREMENTS
1531	SECTION 7006 CONDITIONS PRECEDENT TO ISSUING A GRADING PERMIT
1535	SECTION 7007 SAFETY PRECAUTIONS DURING GRADING SECTION 7008 PROFESSIONAL INSPECTION AND CERTIFICATION FOR ENGINEERED GRADING
1537	SECTION 7009 PROFESSIONAL INSPECTION FOR REGULAR GRADING SECTION 7010 EXCAVATIONS SECTION 7011 FILLS
1539	SECTION 7012 PLANTING AND IRRIGATION OF CUT AND FILL SLOPES IN HILLSIDE AREAS SECTION 7013 EROSION CONTROL AND DRAINAGE DEVICES
1540	SECTION 7014 CONSTRUCTION REQUIREMENTS AND LIMITATIONS
1541	SECTION 7015 BUTTRESS FILLS SECTION 7016 AREAS SUBJECTED TO SLIDES AND UNSTABLE SOIL
1542	FIGURE A-13372 BASIC GRID MAP No.
1543	FIGURE A INTERCEPTOR TERRACE FIGURE B DIVERTER TERRACE For top of cut slopes/ or fill slopes FIGURE C BERM DETAIL
1544	FIGURE D 20-FOOT HORIZONTAL BENCH FIGURE E
1545	FIGURE F DRAINAGE DISPERSAL WALL
1546	FIGURE PLAN VIEW INLET STRUCTURE FIGURE PLAN VIEW OUTLET STRUCTURE
1547	FIGURE SECTION A-A FIGURE SECTION B-B FIGURE SECTION C-C FIGURE SECTION D-D FIGURE GRATING FASTENING DETAIL H
1548	FIGURE G INLET STRUCTURE SECTION Y-Y
1549	CHAPTER 71 METHANE SEEPAGE REGULATIONS SECTION 7101 PURPOSE SECTION 7102 DEFINITIONS
1550	SECTION 7103 GENERAL METHANE MITIGATION REQUIREMENTS SECTION 7104 GENERAL METHANE REQUIREMENTS
1552	SECTION 7105 EXISTING BUILDINGS SECTION 7106 TESTING, MAINTENANCE AND SERVICE OF GAS DETECTION AND MECHANICAL VENTILATION SYSTEMS SECTION 7107 EMERGENCY PROCEDURES SECTION 7108 APPLICATION OF METHANE SEEPAGE REGULATIONS TO LOCATIONS OR AREAS OUTSIDE THE METHANE ZONE AND METHANE BUFFER ZONE BOUNDARIES SECTION 7109 ADDITIONAL REMEDIAL MEASURES
1553	TABLE 71 MINIMUM METHANE MITIGATION REQUIREMENTS
1555	CHAPTER 72 FIRE DISTRICT REGULATIONS SECTION 7200 PURPOSE SECTION 7201 GENERAL
1557	SECTION 7202 ADDITIONS TO BUILDINGS SECTION 7203 GENERAL REQUIREMENTS SECTION 7204 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 1
1558	SECTION 7205 PROVISIONAL STRUCTURES SECTION 7206 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 2 (DELETED) SECTION 7207 SPECIAL REQUIREMENTS FOR THE VERY HIGH FIRE HAZARD SEVERITY ZONE SECTION 7208 PROHIBITED VEHICLES
1559	CHAPTER 81 MAINTENANCE OF EXISTING BUILDINGS AND STRUCTURES SECTION 8101 GENERAL PROVISIONS SECTION 8102 ENFORCEMENT SECTION 8103 EXISTING BUILDING RIGHTS SECTION 8104 BASIC MAINTENANCE AND REPAIR OF EXISTING BUILDINGS AND PREMISES
1560	SECTION 8105 ILLEGAL BUILDINGS, CONSTRUCTION AND USE
1561	SECTION 8106 FIRE DISTRICT REQUIREMENTS SECTION 8107 RESERVED SECTION 8108 NUISANCES, HAZARDOUS BUILDINGS AND SUBSTANDARD RESIDENTIAL BUILDINGS
1562	SECTION 8109 RELOCATED BUILDINGS SECTION 8110 UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION 8111 RESIDENTIAL HEATING SECTION 8112 RESIDENTIAL PLUMBING SECTION 8113 ROD BRACING SYSTEMS SECTION 8114 PARAPETS AND APPENDAGES SECTION 8115 SANDBLASTING
1563	SECTION 8116 SPECIAL PROVISIONS FOR LIGHT-HOUSEKEEPING ROOMS SECTION 8117 FIRE WATCH SECTION 8118 POOL WATER CLARITY
1564	SECTION 8119 HISTORICAL BUILDINGS AND STRUCTURES
1567	CHAPTER 82 CHANGE OF OCCUPANCY, USE AND RATING CLASSIFICATION SECTION 8201 GENERAL SECTION 8202 CHANGE OF RATING CLASSIFICATION SECTION 8203 CHANGE OF OCCUPANCY GROUP OR GROUP DIVISION SECTION 8204 CHANGE OF USE SECTION 8205 CERTIFICATE OF BUILDING COMPLIANCE TABLE 82-A CERTIFICATE OF BUILDING COMPLIANCE INSPECTION FEE
1569	CHAPTER 83 RELOCATION PERMIT SECTION 8301 GENERAL APPLICATION SECTION 8302 PERMITS REQUIRED – GENERAL CONSIDERATIONS SECTION 8303 PERMIT APPLICATION – PLANS AND SPECIFICATIONS
1570	SECTION 8304 SPECIAL CONDITIONS UNDER WHICH A PERMIT WILL NOT BE ISSUED SECTION 8305 GUARANTEE OF COMPLETION REQUIRED
1571	SECTION 8306 TERMS OF PERMIT SECTION 8307 DEFAULT IN PERFORMANCE OF CONDITIONS OR TERMS OF PERMITS – FAILURE TO COMPLETE SECTION 8308 PERMIT FEES
1572	SECTION 8309 ENTRY UPON PREMISES TABLE NO. 83-A BASIC RELOCATION APPLICATION FEE SCHEDULE
1573	CHAPTER 85 ALTERNATIVE BUILDING STANDARDS FOR JOINT LIVING AND WORK QUARTERS SECTION 8501 GENERAL
1574	SECTION 8502 ALTERNATIVE STANDARDS
1579	CHAPTER 86 SPECIAL PROVISIONS FOR EXISTING BUILDINGS SECTION 8601 GENERAL SECTION 8602 GROUP E OCCUPANCIES
1580	SECTION 8603 FIRE PROTECTION – WARNING SYSTEM
1581	SECTION 8604 FIRE SAFETY STANDARDS
1585	SECTION 8605 EMERGENCY HOMELESS SHELTERS
1586	SECTION 8606 EMERGENCY LIGHTING STANDARDS FOR EXISTING RESIDENTIAL BUILDINGS, GROUP R, DIVISION 1 OCCUPANCIES
1587	SECTION 8607 TENANT SAFETY FOR APARTMENT HOUSES, EXCEPT FOR RESIDENTIAL CONDOMINIUMS
1589	CHAPTER 88 EARTHQUAKE HAZARD REDUCTION IN EXISTING BUILDINGS SECTION 8801 PURPOSE SECTION 8802 SCOPE SECTION 8803 DEFINITIONS SECTION 8804 RATING CLASSIFICATIONS
1590	SECTION 8805 GENERAL REQUIREMENTS SECTION 8806 ADMINISTRATION
1591	SECTION 8807 HISTORICAL BUILDINGS SECTION 8808 ANALYSIS AND DESIGN FORMULA 8-1 FORMULA 8-2
1592	SECTION 8809 MATERIALS OF CONSTRUCTION
1594	SECTION 8810 INFORMATION REQUIRED ON PLANS
1595	SECTION 8811 DESIGN CHECK – COMPATIBILITY OF ROOF DIAPHRAGM STIFFNESS TO UNREINFORCED MASONRY WALL OUT-OF-PLANE STABILITY
1596	SECTION 8812 VIOLATIONS SECTION 8813 SPECIAL REQUIREMENTS FOR VACANT BUILDINGS
1597	FIGURE 88 ACCEPTABLE SPAN FOR DIAPHRAGMS (BASED ON DISPLACEMENT CONTROL CONCEPTS)
1598	TABLE 88-A RATING CLASSIFICATIONS TABLE 88-B TIME LIMITS FOR COMPLIANCE TABLE 88-C SERVICE PROVISIONS AND EXTENDED TIME PROVISIONS TABLE 88-D HORIZONTAL FORCE FACTORS BASED ON RATING CLASSIFICATION TABLE 88-E HORIZONTAL FORCE FACTORS “IS” FOR PARTS OR PORTIONS OF STRUCTURES
1599	TABLE 88-F HORIZONTAL FORCE FACTOR “CP” FOR PARTS OR PORTIONS OF BUILDINGS OR OTHER STRUCTURES1 TABLE 88-G ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS WITH MINIMUM QUALITY MORTAR1, 2
1600	TABLE 88-H VALUES FOR EXISTING MATERIALS TABLE 88-I ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
1601	TABLE 88-J ALLOWABLE SHEAR STRESS FOR TESTED UNREINFORCED MASONRY WALLS TABLE 88-K VALUES FOR EXISTING MATERIALS TABLE 88-L ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE 88-M ALLOWABLE SHEAR ON BOLTS
1603	CHAPTER 89 ABATEMENT OF BUILDINGS, STRUCTURES, PREMISES AND PORTIONS THEREOF WHICH CONSTITUTE A NUISANCE OR ARE HAZARDOUS, OR SUBSTANDARD SECTION 8901 GENERAL SECTION 8902 DEFINITIONS
1606	SECTION 8903 ABATEMENT PROCEDURES
1609	SECTION 8904 SPECIAL PROVISIONS FOR VACANT PROPERTY GRAFFITI REMOVAL
1611	SECTION 8905 SPECIAL PROVISIONS FOR VACATING, BARRICADING, REMOVING OR DEMOLISHING BUILDINGS OR STRUCTURES WITHOUT NOTICE
1612	SECTION 8906 PAYMENT AND RECOVERY OF REPAIR AND DEMOLITION FUNDS SECTION 8907 ABATEMENT OF PUBLIC NUISANCE CONDITIONS RELATED TO A DECLARED LOCAL EMERGENCY
1613	SECTION 8908 SPECIAL PROVISIONS FOR THE REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS
1615	CHAPTER 91 EARTHQUAKE HAZARD REDUCTION IN EXISTING TILT-UP CONCRETE WALL BUILDINGS SECTION 9101 PURPOSE SECTION 9102 SCOPE SECTION 9103 DEFINITIONS SECTION 9104 RATING CLASSIFICATIONS SECTION 9105 GENERAL REQUIREMENTS
1616	SECTION 9106 ADMINISTRATION SECTION 9107 HISTORICAL BUILDINGS SECTION 9108 ANALYSIS AND DESIGN
1618	SECTION 9109 MATERIALS OF CONSTRUCTION SECTION 9110 INFORMATION REQUIRED ON PLANS SECTION 9111 REQUIRED BUILDING MAINTENANCE SECTION 9112 VIOLATIONS – PENALTIES FOR DISREGARDING DEPARTMENT ORDERS TABLE 91-A RATING CLASSIFICATIONS
1619	TABLE 91-B TIME LIMITS FOR COMPLIANCE TABLE 91-C SERVICE PRIORITIES
1621	CHAPTER 92 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH WEAK CRIPPLE WALLS AND UNBOLTED SILL PLATES SECTION 9201 GENERAL FORMULA 92-1 SECTION 9202 DEFINITIONS
1622	SECTION 9203 STRUCTURAL WEAKNESSES SECTION 9204 STRENGTHENING REQUIREMENTS
1625	SECTION 9205 QUALITY CONTROL TABLE 92-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING1,2,3
1627	CHAPTER 93 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION 9301 PURPOSE SECTION 9302 SCOPE SECTION 9303 DEFINITIONS
1628	SECTION 9304 GENERAL REQUIREMENTS FOR PHASED CONSTRUCTION SECTION 9305 ANALYSIS AND DESIGN
1630	SECTION 9306 MATERIALS OF CONSTRUCTION
1631	SECTION 9307 REQUIRED INFORMATION ON PLANS
1633	CHAPTER 94 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS SECTION 9401 PURPOSE SECTION 9402 SCOPE SECTION 9403 DEFINITIONS SECTION 9404 GENERAL REQUIREMENTS SECTION 9405 PREDESIGN INVESTIGATION
1634	SECTION 9406 ANALYSIS AND DESIGN
1637	SECTION 9407 HISTORICAL BUILDINGS SECTION 9408 QUALITY CONTROL SECTION 9409 INFORMATION REQUIRED ON PLANS TABLE 94-A VALUES FOR EXISTING MATERIALS
1639	CHAPTER 95 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE BUILDINGS AND CONCRETE FRAME BUILDINGS WITH MASONRY FILL SECTION 9501 PURPOSE SECTION 9502 SCOPE SECTION 9503 DEFINITIONS SECTION 9504 RESERVED SECTION 9505 GENERAL REQUIREMENTS SECTION 9506 RESERVED SECTION 9507 RESERVED SECTION 9508 CRITERIA SELECTION
1640	SECTION 9509 DYNAMIC LATERAL ANALYSIS PROCEDURE
1641	FORMULA 9-1 FORMULA 9-2 FORMULA 9-3
1642	FORMULA 9-4 FORMULA 9-5 SECTION 9510 EQUIVALENT LATERAL FORCE PROCEDURE
1643	FORMULA 10-1 SECTION 9511 SIMPLIFIED ANALYSIS PROCEDURE
1644	SECTION 9512 MINIMUM REQUIREMENTS FOR A LIMITED STRUCTURAL ANALYSIS SECTION 9513 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY
1646	SECTION 9514 EVALUATION OF EXISTING STRUCTURAL CONDITIONS SECTION 9515 MATERIALS OF CONSTRUCTION SECTION 9516 INFORMATION REQUIRED ON THE PLANS TABLE 95-A RATING CLASSIFICATIONS TABLE 95-B RESERVED TABLE 95-C RESERVED TABLE 95-D INITIAL EFFECTIVE MOMENT OF INERTIA OF CONCRETE MEMBERS TABLE 95-E ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT
1647	FIGURE 95-1 RESPONSE SPECTRA SHAPES
1649	CHAPTER 96 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION 9601 PURPOSE SECTION 9602 SCOPE SECTION 9603 DEFINITIONS SECTION 9604 ANALYSIS AND DESIGN
1651	SECTION 9605 MATERIALS OF CONSTRUCTION SECTION 9606 INFORMATION REQUIRED ON PLANS
1653	EXCERPTS FROM RELATED LOS ANGELES CITY CODES LOS ANGELES MUNICIPAL CODE CHAPTER II, ARTICLE 8 SECTION 28.10 BALLOON-USE FOR ADVERTISING SECTION 28.11 CAPTIVE BALLOONS AND SIMILAR DEVICES
1655	CHAPTER IX, ARTICLE 6 DIVISION A — MISCELLANEOUS SECTION 96.02 EXCAVATING, DEPOSITING, DUMPING – EARTH, SAND, GRAVEL, ETC. – WHERE PROHIBITED SECTION 96.05 DECLARING CERTAIN AREA SUBJECT TO INUNDATION AND PROHIBITING CONSTRUCTION OF CERTAIN BUILDINGS THEREIN
1657	DIVISION C — FABRICATOR APPROVALS SECTION 96.200 STATEMENT OF PURPOSE SECTION 96.201 DEFINITIONS SECTION 96.203 SCOPE AND EFFECT OF APPROVALS SECTION 96.204 ISSUANCE OF APPROVALS – PROCEDURES
1659	SECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS
1661	DIVISION D — REPORT OF RESIDENTIAL PROPERTY RECORDS AND PENDING AND RECORDED LIENS SECTION 96.300 INTENT SECTION 96.301 DEFINITIONS SECTION 96.302 REPORTS REQUIRED SECTION 96.303 APPLICATION
1662	SECTION 96.304 CONTENTS OF REPORTS
1663	SECTION 96.305 FEE FOR REPORTS SECTION 96.306 EFFECTIVE PERIOD OF REPORT SECTION 96.307 DELIVERY OF THE REPORT SECTION 96.308 EXCEPTIONS
1664	SECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION
1665	CHAPTER IX, ARTICLE 8 ARTICLE 8 GENERAL ADMINISTRATIVE PROVISIONS SECTION 98.0103 DEFINITIONS SECTION 98.0105 INSPECTIONS
1666	SECTION 98.0109 EXPRESS PERMITS
1667	DIVISION 4 – APPEALS AND REQUEST FOR SLIGHT MODIFICATION APPEAL FEES – AVAILABILITY OF RECORDS FOR INSPECTION – BOARD RELATED SERVICES – INVESTIGATION – POWERS OF DEPARTMENT AND BOARD AND PENALTIES SECTION 98.0402 CODE ENFORCEMENT COSTS INCURRED: INVESTIGATION COSTS, FEES AND FINES SECTION 98.0403.1 POWERS OF THE DEPARTMENT AND THE BOARD
1670	SECTION 98.0403.2 PROCEDURES FOR APPEALS TO THE DEPARTMENT AND TO THE BOARD SECTION 98.0404 EXTRA TERRITORIAL INSPECTIONS
1671	SECTION 98.0405 CHARGES FOR PRINTED MATERIALS AND MISCELLANEOUS TYPE SERVICES SECTION 98.0406 INSPECTION FEES FOR OFF HOURS INSPECTION SECTION 98.0407 SPECIAL ENFORCEMENT PROCEDURE FEES SECTION 98.0408 ISSUANCE OF CITATIONS BY DESIGNATED EMPLOYEES TABLE NO. 4-A FILING FEES* FOR APPEALS TABLE NO. 4-B FILING FEES* FOR APPEALS GRADING AND SOIL REQUIREMENTS TABLE NO. 4-C CHARGES FOR PRINTED MATERIALS
1672	SECTION 98.0410 SURCHARGE FOR ONE-STOP PERMIT CENTER SECTION 98.0411 NONCOMPLIANCE FEES
1673	SECTION 98.0412 INSPECTION FEES SECTION 98.0414 CERTIFICATION FEES TABLE NO. 4D NONCOMPLIANCE INSPECTION FEES SECTION 98.0415 CLERICAL, ISSUING OR RESEARCH FEES AND MISCELLANEOUS FEES
1674	SECTION 98.0416 BUILDING AND SAFETY SYSTEMS DEVELOPMENT SURCHARGE SECTION 98.0417 PROCESSING FEES FOR MISCELLANEOUS CERTIFICATES OF COMPLIANCE SECTION 98.0418 SURCHARGE FOR DEVELOPMENT OF AUTOMATED SYSTEMS FOR THE DEPARTMENT OF CITY PLANNING SECTION 98.0420 REFUNDS OF DEPARTMENT FEES SECTION 98.0421 CODE VIOLATION INSPECTION FEE
1675	SECTION 98.0422 FEES FOR OFF HOURS PLAN CHECK AND OTHER SERVICES
1677	DIVISION 5 — TESTING PROCEDURES, REGULATIONS AND ADMINISTRATION SECTION 98.0501 ALTERNATE MATERIALS, DEVICES AND METHODS OF CONSTRUCTION
1678	TABLE NO. 5-A FEE SCHEDULE
1679	SECTION 98.0502 APPLIANCES, FIXTURES AND EQUIPMENT
1680	TABLE 1. MECHANICAL TESTING LABORATORY FEES
1681	TABLE 2. ELECTRICAL TESTING LABORATORY FEES
1683	SECTION 98.0503 TESTING AGENCIES
1684	SECTION 98.0504 ENVIRONMENTAL REPORTS
1685	DIVISION 6 — EXPIRATION AND REVOCATION OF PERMITS, PLAN CHECK AND SLIGHT MODIFICATIONS AND ALTERNATIVES SECTION 98.0601 PURPOSE SECTION 98.0602 EXPIRATION OF PERMITS SECTION 98.0603 EXPIRATION OF PLAN CHECK SECTION 98.0604 EXPIRATION OF SLIGHT MODIFICATIONS AND ALTERNATIVES
1686	SECTION 98.0605 TIME LIMITS OF REQUESTS FOR EXTENSION
1687	DIVISION 7 — ABATEMENT OF VACANT BUILDINGS SECTION 98.0701 DECLARATION OF PURPOSE SECTION 98.0702 DEFINITIONS SECTION 98.0703 ENFORCEMENT AUTHORITY SECTION 98.0704 ENFORCEMENT REMEDIES SECTION 98.0705 STRICT LIABILITY OFFENSES SECTION 98.0706 DUTY TO CLEAN, FENCE AND BARRICADE SECTION 98.0707 ADMINISTRATIVE ABATEMENT PROCEDURES FOR VACANT AND UNSECURED STRUCTURES
1688	SECTION 98.0708 STANDARDS FOR FENCING AND BARRICADING A VACANT STRUCTURE SECTION 98.0709 ENTRY OR INTERFERENCE WITH NOTICE PROHIBITED SECTION 98.0710 CONTINUOUS ABATEMENT AUTHORITY SECTION 98.0711 ABATEMENT COST SECTION 98.0712 CONTINUOUS PUBLIC NUISANCES SECTION 98.0713 DUTY TO FILE A STATEMENT OF INTENT
1689	SECTION 98.0714 POSTING NAME OF RESPONSIBLE PERSON SECTION 98.0715 REINSPECTION FEE SECTION 98.0716 VACANT STRUCTURE PENALTY SECTION 98.0717 PROCEDURES FOR BARRICADED AND VACANT STRUCTURE PENALTY
1690	SECTION 98.0718 APPEAL OF BARRICADED AND VACANT STRUCTURE PENALTY SECTION 98.0719 ADMINISTRATIVE ENFORCEMENT HEARING SECTION 98.0720 FAILURE TO PAY PENALTIES SECTION 98.0721 ALLOCATION OF VACANT BUILDING PENALTY
1691	CHAPTER XI, ARTICLE 1 ARTICLE 1 NOISE REGULATION SECTION 111.00 DECLARATION OF POLICY SECTION 111.01 DEFINITIONS SECTION 111.02 SOUND LEVEL MEASUREMENT PROCEDURE AND CRITERIA
1692	SECTION 111.03 MINIMUM AMBIENT NOISE LEVEL SECTION 111.04 VIOLATIONS: ADDITIONAL REMEDIES, INJUNCTIONS TABLE I OCTAVE BAND NOISE VALUES CORRESPONDING TO SOUND LEVEL”A” VALUES TABLE II SOUND LEVEL”A” DECIBELS (In this chart, daytime levels are to be used from 7:00 a.m. to 10:00 p.m. and nighttime levels from 10:00 p.m. to 7:00 a.m.)
1693	SECTION 111.05 ENFORCEMENT, CITATIONS ARTICLE 2 SPECIAL NOISE SOURCES SECTION 112.01 RADIOS, TELEVISION SETS, AND SIMILAR DEVICES SECTION 112.02 AIR CONDITIONING, REFRIGERATION, HEATING, PUMPING, FILTERING EQUIPMENT SECTION 112.03 CONSTRUCTION NOISE SECTION 112.04 POWERED EQUIPMENT INTENDED FOR REPETITIVE USE IN RESIDENTIAL AREAS AND OTHER MACHINERY, EQUIPMENT, AND DEVICES
1694	SECTION 112.05 MAXIMUM NOISE LEVEL OF POWERED EQUIPMENT OR POWERED HAND TOOLS SECTION 112.06 PLACES OF PUBLIC ENTERTAINMENT ARTICLE 6 GENERAL NOISE SECTION 116.01 LOUD, UNNECESSARY AND UNUSUAL NOISE
1695	LOS ANGELES ADMINISTRATIVE CODE DIVISION 19, CHAPTER 10 PROCEDURE FOR THE REMOVAL OF ILLEGAL SIGNS SECTION 19.100 DEFINITIONS SECTION 19.101 ILLEGAL SIGNS – NUISANCE SECTION 19.102 ENTRY UPON VACANT PRIVATE PROPERTY SECTION 19.103 INTERFERENCE PROHIBITED SECTION 19.104 NOTICE OF ILLEGAL SIGNS SECTION 19.105 REMOVAL OF ILLEGAL SIGN SECTION 19.106 COLLECTION OF COSTS
1697	INDEX
1737	HISTORY NOTE APPENDIX
1739	2013 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8
1740	COPYRIGHT
1741	PREFACE ACKNOWLEDGEMENTS
1742	PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDING
1743	HISTORICAL PREFACE
1745	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
1746	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
1747	TABLE OF CONTENTS
1749	CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT
1750	SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS
1751	CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS
1753	CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES
1755	CHAPTER 8-4 FIRE PROTECTION SECTION 8-401 PURPOSE, INTENT AND SCOPE SECTION 8-402 FIRE-RESISTIVE CONSTRUCTION SECTION 8-403 INTERIOR FINISH MATERIALS SECTION 8-404 WOOD LATH AND PLASTER SECTION 8-405 OCCUPANCY SEPARATION SECTION 8-406 MAXIMUM FLOOR AREA SECTION 8-407 VERTICAL SHAFTS SECTION 8-408 ROOF COVERING
1756	SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS
1757	CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOPE SECTION 8-502 GENERAL
1758	SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS
1759	CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES
1760	SECTION 8-604 EQUIVALENT FACILITATION
1761	CHAPTER 8-7 STRUCTURAL REGULATIONS SECTION 8-701 PURPOSE, INTENT AND SCOPE SECTION 8-702 GENERAL SECTION 8-703 STRUCTURAL SURVEY SECTION 8-704 NONHISTORICAL ADDITIONS AND NONHISTORICAL ALTERATIONS SECTION 8-705 STRUCTURAL REGULATIONS
1762	SECTION 8-706 LATERAL LOAD REGULATIONS
1763	CHAPTER 8-8 ARCHAIC MATERIALS AND METHODS OF CONSTRUCTION SECTION 8-801 PURPOSE, INTENT AND SCOPE SECTION 8-802 GENERAL ENGINEERING APPROACHES SECTION 8-803 NONSTRUCTURAL ARCHAIC MATERIALS SECTION 8-804 ALLOWABLE CONDITIONS FOR SPECIFIC MATERIALS SECTION 8-805 MASONRY
1764	SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON
1765	TABLE8-8A STRENGTH VALUES FOR EXISTING MATERIALS SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING
1766	TABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION
1767	CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL
1768	SECTION 8-903 PLUMBING
1769	SECTION 8-904 ELECTRICAL
1771	CHAPTER 8-10 QUALIFIED HISTORICAL DISTRICTS, SITES AND OPEN SPACES SECTION 8-1001 PURPOSE AND SCOPE SECTION 8-1002 APPLICATION SECTION 8-1003 SITE RELATIONS
1773	APPENDIX A CHAPTER 8-1 CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY
1774	TABLE 1—PROVISION APPLICABILITY—continued
1775	TABLE 1—PROVISION APPLICABILITY—continued
1777	HISTORY NOTE APPENDIX
1779	2013 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATION TITLE 24, PART 10 BASED ON THE 2012 INTERNATIONAL EXISTING BUILDING CODE®
1780	COPYRIGHT
1781	PREFACE ACKNOWLEDGEMENTS
1783	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
1784	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
1785	TABLE OF CONTENTS
1787	APPENDIX CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
1789	APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS
1790	SECTION A104 SYMBOLS AND NOTATIONS
1791	SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS
1792	EQUATION A1-1 EQUATION A1-2
1793	EQUATION A1-3 SECTION A107 QUALITY CONTROL
1794	SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5 EQUATION A1-6 SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7
1795	SECTION A111 SPECIAL PROCEDURE EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12
1796	EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 EQUATION A1-16 EQUATION A1-17 EQUATION A1-18 EQUATION A1-19 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-20 EQUATION A1-21 EQUATION A1-22
1797	EQUATION A1-23 EQUATION A1-24 EQUATION A1-25 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
1798	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
1799	TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER TABLE A1-B— ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp
1800	TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
1801	TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE A1-F—MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS TABLE A1-G—MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
1802	FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
1803	FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
1805	REFERENCED STANDARDS UNIFORM BUILDING CODE STANDARD 21–4 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS
1806	TABLE 21–4-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS TABLE 21–4-B STRENGTH AND ABSORPTION REQUIREMENTS
1807	TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS
1808	UNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS
1809	UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS UNIFORM BUILDING CODE STANDARD 21–13 HYDRATED LIME FOR MASONRY PURPOSES
1810	TABLE 21–13–A—CHEMICAL REQUIREMENTS
1811	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLSAND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
1813	CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS
1814	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
1817	TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
1818	FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
1819	FIGURE A3-2 NEW HOLLOW-UNIT MASONRY FOUNDATION
1820	FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
1821	FIGURE A3-4 A SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
1822	FIGURE A3-4B SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL FIGURE A3-4C SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
1823	FIGURE A3-5 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
1824	FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
1825	FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
1826	FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
1827	FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
1828	FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
1829	FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
1830	FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
1831	HISTORY NOTE CALIFORNIA EXISTING BUILDING CODE
1833	NEW TOOLS HELP YOU MASTER THE NEW CALIFORNIA CODES

Published By	Publication Date	Number of Pages
CA	2014	1834


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Standard Title	City of Los Angeles Building Code – Complete Code (Volumes 1 & 2)
Published Code	CA
Publication Date	2014
Pages Count	1834

CA LosAngelesCity BuildingCode Volume1and2 2014 2

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