Name: CA LosAngelesCity BuildingCode Volume1and2 2017 PDF - PDF Standards Store
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This package includes 2017 City of Los Angeles Building Code amendment pages and the 2016 California Building Code (Title 24, Part 2, Volumes 1 and 2).

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PDF Pages	PDF Title
1	2017 CITY OF LOS ANGELES BUILDING CODE VOLUME 1 OF 2
2	2017 CITY OF LOS ANGELES BUILDING CODE VOLUME 1 OF 2 BASED ON THE 2016 CBC AND 2015 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 STATEMENT
8	EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE
10	TABLE OF CONTENTS
28	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION
29	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION—continued
30	CHAPTER 1 SCOPE AND ADMINISTRATION DIVISION I CALIFORNIA ADMINISTRATION SECTION 1.1 GENERAL
32	SECTION 1.2 BUILDING STANDARDS COMMISSION
34	SECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS SECTION 1.5 RESERVED SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE
35	SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS
36	SECTION 1.8.3 LOCAL ENFORCING AGENCY
37	SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS SECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT
38	SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION
39	SECTION 1.8.8 APPEALS BOARD SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES
40	SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 DIVISION OF THE STATE ARCHITECT
42	SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
44	SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL
48	SECTION 1.12 STATE LIBRARIAN SECTION 1.13 RESERVED SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION
50	DIVISION II ADMINISTRATION SECTION 101 TITLE, PURPOSE AND SCOPE
51	SECTION 102 UNSAFE BUILDINGS OR STRUCTURES SECTION 103 VIOLATIONS
52	SECTION 104 ORGANIZATION AND ENFORCEMENT
53	SECTION 105 APPEALS
56	SECTION 106 PERMITS
65	SECTION 107 FEES
70	SECTION 108 INSPECTION
73	SECTION 109 CERTIFICATE OF OCCUPANCY
74	SECTION 110 RESPONSIBILITY OF PERMITTEE SECTION 111 CODE REVISION SECTION 112 RESERVED SECTION 113 PERMIT FEES TABLE 1-A PERMIT FEES 1,2,3,41.
75	TABLE 1-A.1 COMBINED PERMIT FEES TABLE 1-B TEMPORARY CERTIFICATE OF OCCUPANCY ADDITIONAL FEES TABLE 1-C REPORT FEES a,b,c,d,e TABLE 1-D GRADING PERMIT FEES
76	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
77	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
78	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
79	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
80	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
81	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
82	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
83	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
84	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
85	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
86	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
132	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
134	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A
135	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
136	SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H
138	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
139	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
140	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
141	SECTION 308 INSTITUTIONAL GROUP I
142	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
144	SECTION 311 STORAGE GROUP S
145	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U SECTION 313 LABORATORIES GROUP L [SFM] SECTION 314 ORGANIZED CAMPS GROUP C [SFM]
146	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY
147	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
148	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
149	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY—continued
150	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
153	EQUATION 4-1
154	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
155	TABLE 403.2.4 MINIMUM BOND STRENGTH
157	SECTION 404 ATRIUMS
158	SECTION 405 UNDERGROUND BUILDINGS
159	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
161	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
163	SECTION 407 GROUP I-2
168	SECTION 408 GROUP I-3
173	SECTION 409 MOTION PICTURE PROJECTION ROOMS SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
175	SECTION 411 SPECIAL AMUSEMENT BUILDINGS
176	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
177	[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
179	TABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
180	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
181	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
182	[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
183	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
185	[F] TABLE 415.6.2 DETACHED BUILDING REQUIRED
187	[F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
193	SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS
194	SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R-3.1 AND R-4
195	SECTION 421 HYDROGEN FUEL GAS ROOMS
196	SECTION 422 AMBULATORY CARE FACILITIES SECTION 423 STORM SHELTERS SECTION 424 CHILDREN’S PLAY STRUCTURES
197	SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
198	SECTION 435 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM]
201	SECTION 436 GROUP I-4 [SFM]
202	SECTION 437 RESERVED SECTION 438 RESERVED SECTION 439 ROAD TUNNELS, BRIDGES, AND OTHER LIMITED-ACCESS HIGHWAYS [SFM] SECTION 440 HORSE RACING STABLES [SFM] SECTION 441 PET KENNELS [SFM] SECTION 442 COMBUSTION ENGINES AND GAS TURBINES [SFM] SECTION 443 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS [SFM]
203	SECTION 444 EXPLOSIVES [SFM] SECTION 445 RESERVED SECTION 446 WINERY CAVES [SFM]
204	SECTION 447 RESERVED SECTION 448 RESERVED SECTION 449 PUBLIC LIBRARIES [SL AND SFM] SECTION 450 GROUP C [SFM]
207	SECTION 451 RESERVED SECTION 452 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E DAY CARE
208	SECTION 453 GROUP L [SFM]
210	TABLE 453.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE
211	SECTION 454 RESERVED SECTION 455 LARGE FAMILY DAY-CARE HOMES [SFM]
214	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS
215	SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS FIGURE 5-1
216	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
217	TABLE 504.3a, i ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
218	TABLE 504.4a, b, n ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
219	TABLE 504.4a, b, n—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
220	SECTION 506 BUILDING AREA EQUATION 5-1
221	TABLE 506.2a, b, i ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
222	TABLE 506.2a, b, i—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
223	TABLE 506.2a, b, i—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
224	EQUATION 5-2 EQUATION 5-3 EQUATION 5-4
225	EQUATION 5-5 SECTION 507 UNLIMITED AREA BUILDINGS
227	SECTION 508 MIXED USE AND OCCUPANCY
228	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) SECTION 509 INCIDENTAL USES
229	TABLE 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS
232	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – TYPES OF CONSTRUCTION CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION
233	TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
234	TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
235	SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
238	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS
239	SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
240	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
242	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
243	EQUATION 7-1 FIGURE 705.7 EQUIVALENT OPENING FACTOR
244	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
246	SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
248	SECTION 707 FIRE BARRIERS
249	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
250	SECTION 708 FIRE PARTITIONS
251	SECTION 709 SMOKE BARRIERS
252	SECTION 710 SMOKE PARTITIONS SECTION 711 HORIZONTAL ASSEMBLIES
253	SECTION 712 VERTICAL OPENINGS
254	SECTION 713 SHAFT ENCLOSURES
256	SECTION 714 PENETRATIONS
258	SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
259	SECTION 716 OPENING PROTECTIVES
260	TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
261	TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
262	TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
264	TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
265	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
266	TABLE 717.3.2.1 FIRE DAMPER RATING
270	SECTION 718 CONCEALED SPACES
273	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
274	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
276	SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3
277	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
278	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
279	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
280	TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
281	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
282	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
283	TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
284	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
285	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
286	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
287	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
288	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
289	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
290	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
291	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
292	TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
293	TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
294	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
295	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
296	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
297	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
298	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
299	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS EQUATION 7-4 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
300	TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
301	TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
302	TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
303	FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
304	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) FIGURE 722.2.2.3 (2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
305	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 WIDTH TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
306	EQUATION 7-6
307	TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
308	EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
309	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 TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11
310	FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
311	FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM 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 EQUATION 7-13
312	FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-14 FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-15
313	EQUATION 7-16 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
314	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS
315	TABLE 722.5.1(2) PROPERTIES OF CONCRETE 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
316	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
317	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
318	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
319	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
320	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
321	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)]
322	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
323	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
324	TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
326	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7A – MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SECTION 701A SCOPE, PURPOSE AND APPLICATION
327	SECTION 702A DEFINITIONS
328	SECTION 703A STANDARDS OF QUALITY
329	SECTION 704A IGNITION-RESISTANT CONSTRUCTION SECTION 705A ROOFING SECTION 706A VENTS
330	SECTION 707A EXTERIOR COVERING
332	SECTION 708A EXTERIOR WINDOWS AND DOORS SECTION 709A DECKING SECTION 710A ACCESSORY STRUCTURES
334	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – INTERIOR FINISHES CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS
335	SECTION 803 WALL AND CEILING FINISHES
336	TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
337	SECTION 804 INTERIOR FLOOR FINISH
338	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
339	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
340	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS
341	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
342	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
343	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
344	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
345	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – FIRE PROTECTION SYSTEMS—continued
346	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS
347	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
349	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
352	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
356	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
358	SECTION 905 STANDPIPE SYSTEMS
360	SECTION 906 PORTABLE FIRE EXTINGUISHERS
361	[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
362	[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
378	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
380	SECTION 908 EMERGENCY ALARM SYSTEMS
381	SECTION 909 SMOKE CONTROL SYSTEMS
383	EQUATION 9-1
386	EQUATION 9-3
392	SECTION 910 SMOKE AND HEAT REMOVAL EQUATION 9-4 EQUATION 9-5
393	SECTION 911 FIRE COMMAND CENTER
394	SECTION 912 FIRE DEPARTMENT CONNECTIONS
395	SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
396	SECTION 915 CARBON MONOXIDE DETECTION
398	SECTION 916 EMERGENCY RESPONDER RADIO COVERAGE
400	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS
401	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
402	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
403	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – MEANS OF EGRESS—continued
404	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
405	SECTION 1003 GENERAL MEANS OF EGRESS
406	SECTION 1004 OCCUPANT LOAD
407	TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING
409	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
410	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
411	TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 AND R-3 OCCUPANCIES
412	TABLE 1006.3.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
413	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
416	SECTION 1010 DOORS, GATES AND TURNSTILES
418	TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.1.4(2)MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
425	SECTION 1011 STAIRWAYS
428	SECTION 1012 RAMPS
429	SECTION 1013 EXIT SIGNS
431	SECTION 1014 HANDRAILS
432	SECTION 1015 GUARDS
434	SECTION 1016 EXIT ACCESS
435	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa SECTION 1018 AISLES
436	SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1020 CORRIDORS
437	TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH
438	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
439	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
441	SECTION 1024 EXIT PASSAGEWAYS SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
443	SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
444	SECTION 1028 EXIT DISCHARGE
445	SECTION 1029 ASSEMBLY
447	TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
450	TABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
452	SECTION 1030 EMERGENCY ESCAPE AND RESCUE
454	CHAPTER 11 RESERVED
456	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11A – HOUSING ACCESSIBILITY
458	CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I – APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS SECTION 1101A APPLICATION SECTION 1102A BUILDING ACCESSIBILITY
459	SECTION 1103A DESIGN AND CONSTRUCTION SECTION 1104A COVERED MULTIFAMILY DWELLINGS
460	SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES SECTION 1106A SITE AND BUILDING CHARACTERISTICS SECTION 1107A DEFINITIONS
461	DIVISION II – EXTERIOR FACILITIES SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL SECTION 1109A PARKING FACILITIES
463	SECTION 1110A EXTERIOR ACCESSIBLE ROUTES
464	SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES SECTION 1113A WALKS AND SIDEWALKS ON ACCESSIBLE ROUTES
465	SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
466	SECTION 1115A EXTERIOR STAIRWAYS
467	SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES
468	DIVISION III – BUILDING FEATURES SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY SECTION 1118A EGRESS AND AREAS OF REFUGE SECTION 1119A INTERIOR ACCESSIBLE ROUTES
469	SECTION 1120A RESERVED SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
470	SECTION 1123A INTERIOR STAIRWAYS
471	SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS
472	TABLE 1124A.3.2 ELEVATOR CAR DIMENSIONS
473	SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES
474	SECTION 1126A DOORS, GATES AND WINDOWS
476	SECTION 1127A COMMON USE FACILITIES
483	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
484	SECTION 1133A KITCHENS
486	SECTION 1134A BATHING AND TOILET FACILITIES
489	SECTION 1135A LAUNDRY ROOMS SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
490	DIVISION V – FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS SECTION 1137A OTHER FEATURES AND FACILITIES SECTION 1138A SPACE ALLOWANCES AND REACH RANGES
492	SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS
493	SECTION 1140A ACCESSIBLE TELEPHONES SECTION 1141A ACCESSIBLE SWIMMING POOLS
494	SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SECTION 1143A SIGNAGE
495	TABLE 1143A.5 VISUAL CHARACTER HEIGHT
496	TABLE 1143A.7.1 BRAILLE DIMENSIONS SECTION 1144A RESERVED SECTION 1145A RESERVED SECTION 1146A RESERVED SECTION 1147A RESERVED SECTION 1148A RESERVED SECTION 1149A RESERVED
497	DIVISION VI – SITE IMPRACTICALITY TESTS SECTION 1150A SITE IMPRACTICALITY TESTS TEST NO. 1—INDIVIDUAL BUILDING TEST TEST NO. 2—SITE ANALYSIS TEST
498	TEST NO. 3—UNUSUAL CHARACTERISTICS TEST
499	DIVISION VII – FIGURES FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL
500	FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION
501	FIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS
502	FIGURE 11A-1D WHEELCHAIR TURNING SPACE FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH
503	FIGURE 11A-1F CHANGE IN LEVEL
504	FIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS
505	FIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES
506	FIGURE 11A-1I FORWARD REACH
507	FIGURE 11A-1J SIDE REACH
508	FIGURE 11A-1K MINIMUM CLEARANCES FOR SEATING AND TABLE
509	FIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE
510	FIGURE 11A-2A DOUBLE PARKING STALLS FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS
511	FIGURE 11A-2C DIAGONAL PARKING STALLS
512	FIGURE 11A-3A CURB DETAILS
513	FIGURE 11A-3B CURB DETAIL
514	FIGURE 11A-3C CURB DETAIL
515	FIGURE 11A-3D CURB DETAIL FIGURE 11A-3E CURB DETAIL
516	FIGURE 11A-3F CURB DETAIL – SIDDEWALK LESS THAN 60″ WIDE FIGURE 11A-3G CURB DETAIL
517	FIGURE 11A-3H CURB DETAIL FIGURE 11A-3I CURB DETAIL
518	FIGURE 11A-3J CURB DETAIL FIGURE 11A-3K CURB DETAIL
519	FIGURE 11A-3L CURB SECTIONS
520	FIGURE 11A-5A RAMPS AND SIDEWALKS
521	FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS
522	FIGURE 11A-6B HANDRAILS
523	FIGURE 11A-6C RAMP DIMENSIONS
524	FIGURE 11A-6D RAMP LANDING AND DOORWAY
525	FIGURE 11A-6E STAIR HANDRAILS
526	FIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS
527	FIGURE 11A-7B ELEVATOR CONTROL PANEL
528	FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES FIGURE 11A-7D GRAPH OF TIMING EQUATION
529	FIGURE 11A-8A MANEUVERING CLEARANCE AT SWINGING DOORS
530	FIGURE 11A-8B MANEUVERING CLEARANCE AT DOORWAYS, SLIDING DOORS, AND FOLDING DOORS
531	FIGURE 11A-8C MANEUVERING CLEARANCES AT RECESSED DOORS
532	FIGURE 11A-8G VESTIBULE
533	FIGURE 11A-8H VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY
534	FIGURE 11A-8I THRESHOLDS FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR FIGURE 11A-8K RAMP AT SECONDARY EXTERIOR DOOR
535	FIGURE 11A-9A TOILET FACILITIES
536	FIGURE 11A-9B WATER CLOSETS
537	FIGURE 11A-9C GRAB BARS
538	FIGURE 11A-9D KNEE AND TOE SPACE
539	FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS
540	FIGURE 11A-9F GRAB BARS AT BATHTUBS
541	FIGURE 11A-9G REINFORCEMENT FOR GRAB BARS
542	FIGURE 11A-9H STANDARD ROLL-IN SHOWER
543	FIGURE 1A-9I SHOWER SEATS AND GRAB BARS
544	FIGURE 11A-9J OPEN SHOWER
545	FIGURE 11A-9K ALTERNATE ROLL-IN SHOWER
546	FIGURE 11A-9L SHOWER WITH WATER CLOSET FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET
547	FIGURE 11A-10A KITCHEN SPECIFICATIONS
548	FIGURE 11A-11A DRINKING FOUNTAINS
549	FIGURE 11A-11B TELEPHONES
550	FIGURE 11A-11C INTERNATIONAL TTY SYMBOL FIGURE 11A-11D VOLUME CONTROL TELEPHONES FIGURE 11A-11E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
552	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11B – ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
554	CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING DIVISION 1: APPLICATION AND ADMINISTRATION 11B-101 PURPOSE 11B-102 DIMENSIONS FOR ADULTS AND CHILDREN 11B-103 EQUIVALENT FACILITATION 11B-104 CONVENTIONS FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES 11B-105 REFERENCED STANDARDS 11B-106 DEFINITIONS
556	11B-107 SPECIAL CONDITIONS APPEALS ACTION 11B-108 MAINTENANCE OF ACCESSIBLE FEATURES
557	DIVISION 2: SCOPING REQUIREMENTS 11B-201 APPLICATION 11B-202 EXISTING BUILDINGS AND FACILITIES
559	11B-203 GENERAL EXCEPTIONS
560	11B-204 PROTRUDING OBJECTS 11B-205 OPERABLE PARTS 11B-206 ACCESSIBLE ROUTES
564	11B-207 ACCESSIBLE MEANS OF EGRESS
565	11B-208 PARKING SPACES TABLE 11B-208.2 PARKING SPACES
566	11B-209 PASSENGER DROP OFF AND LOADING ZONE AND BUS STOPS 11B-210 STAIRWAYS
567	11B-211 DRINKING FOUNTAINS 11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS 11B-213 TOILET FACILITIES AND BATHING FACILITIES
568	11B-214 WASHING MACHINES AND CLOTHES DRYERS 11B-215 FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS 11B-216 SIGNS
570	11B-217 TELEPHONES TABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES
571	11B-218 TRANSPORTATION FACILITIES 11B-219 ASSISTIVE LISTENING SYSTEMS
572	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
574	11B-222 DRESSING, FITTING AND LOCKER ROOMS 11B-223 MEDICAL CARE AND LONGTERM CARE FACILITIES
575	11B-224 TRANSIENT LODGING GUEST ROOMS, HOUSING AT A PLACE OF EDUCATION AND SOCIAL SERVICE CENTER ESTABLISHMENTS TABLE 11B-224.2 GUEST ROOMS WITH MOBILITY FEATURES
576	TABLE 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES 11B-225 STORAGE
577	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 11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES, FUEL DISPENSERS, AND ELECTRIC VEHICLE CHARGING STATIONS
578	TABLE 11B-228.3.2.1 ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC USE AND COMMON USE 11B-229 WINDOWS 11B-230 TWO-WAY COMMUNICATION SYSTEMS 11B-231 JUDICIAL FACILITIES
579	11B-232 DETENTION FACILITES AND CORRECTIONAL FACILITIES
580	11B-233 RESIDENTIAL FACILITIES
581	11B-234 AMUSEMENT RIDES
582	11B-235 RECREATIONAL BOATING FACILITIES TABLE 11B-235.2 BOAT SLIPS 11B-236 EXERCISE MACHINES AND EQUIPMENT 11B-237 FISHING PIERS AND PLATFORMS 11B-238 GOLF FACILITIES 11B-239 MINIATURE GOLF FACILITIES 11B-240 PLAY AREAS
583	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
584	11B-243 SHOOTING FACILITIES WITH FIRING POSITIONS 11B-244 RELIGIOUS FACILITIES 11B-245 PUBLIC ACCOMMODATIONS LOCATED IN PRIVATE RESIDENCES 11B-246 OUTDOOR DEVELOPED AREAS
585	11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
586	DIVISION 3: BUILDING BLOCKS 11B-301 GENERAL 11B-302 FLOOR OR GROUND SURFACES FIGURE 11B-302.2 CARPET PILE HEIGHT FIGURE 11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 11B-303 CHANGES IN LEVEL FIGURE 11B-303.2 VERTICAL CHANGE IN LEVEL FIGURE 11B-303.3 BEVELED CHANGE IN LEVEL 11B-304 TURNING SPACE
587	FIGURE 11B-304.3.2 T-SHAPED TURNING SPACE 11B-305 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH
588	FIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 11B-306 KNEE AND TOE CLEARANCE FIGURE 11B-306.2 TOE CLEARANCE FIGURE 11B-306.3 KNEE CLEARANCE
589	11B-307 PROTRUDING OBJECTS FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS
590	FIGURE 11B-307.4 VERTICAL CLEARANCE FIGURE 11B-307.4.1 GUY BRACES 11B-308 REACH RANGES FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH
591	FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH FIGURE 11B-308.3.2 OBSTRUCTED HIGH SIDE REACH TABLE 11B-308.4 SUGGESTED DIMENSIONS FOR CHILDREN’S USE 11B-309 OPERABLE PARTS
592	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
593	FIGURE 11B-403.5.2 CLEAR WIDTH AT TURN 11B-404 DOORS, DOORWAYS, AND GATES
594	FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
595	FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
596	FIGURE 11B-404.2.4.1—continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
597	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
598	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
600	11B-405 RAMPS
601	FIGURE 11B-405.7 RAMP LANDINGS FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS
602	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
603	FIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS FIGURE 11B-406.6 ISLANDS IN CROSSINGS 11B-407 ELEVATORS
604	FIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS
605	FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCES TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
606	FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS
607	TABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION
608	11B-408 LIMITED USE LIMITED APPLICATION ELEVATORS
609	FIGURE 11B-408.4.1 LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS 11B-409 PRIVATE RESIDENCE ELEVATORS
610	FIGURE 11B-409.4.6.2 LOCATION OF PRIVATE RESIDENCE ELEVATOR CONTROL PANEL 11B-410 PLATFORM LIFTS FIGURE 11B-410.6 PLATFORM LIFT DOORS AND GATES 11B-411 DESTINATION-ORIENTED ELEVATORS
611	FIGURE 11B-411.2.1.2.3 DESTINATION-ORIENTED ELEVATOR ACCESSIBILITY FUNCTION BUTTON INDICATION
614	FIGURE 11B-411.2.3 FLOOR DESIGNATION AND CAR DESIGNATION SIGNS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES
616	DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS 11B-501 GENERAL 11B-502 PARKING SPACES FIGURE 11B-502.2 VEHICLE PARKING SPACES
617	FIGURE 11B-502.3 PARKING SPACE ACCESS AISLE
618	FIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION
619	11B-503 PASSENGER DROP OFF AND LOADING ZONES FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE
620	11B-504 STAIRWAYS FIGURE 11B-504.5 STAIR NOSINGS 11B-505 HANDRAILS
621	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
622	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
623	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
624	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
625	FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.7 DISPENSER OUTLET LOCATION
626	FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR
627	FIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END-OPENING DOOR FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS
628	FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT
629	TABLE 11B-604.9 SUGGESTED DIMENSIONS FOR CHILDREN’S USE 11B-605 URINALS FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS 11B-606 LAVATORIES AND SINKS
630	11B-607 BATHTUBS FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS
631	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
632	FIGURE 11B-607.5 BATHTUB CONTROL LOCATION 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
633	FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER FIGURE 11B-608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION
634	FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION 11B-609 GRAB BARS FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION FIGURE 11B-609.3 SPACING OF GRAB BARS
635	11B-610 SEATS FIGURE 11B-610.2 BATHTUB SEATS FIGURE 11B-610.3 EXTENT OF SEAT FIGURE 11B-610.3.1 RECTANGULAR SHOWER SEAT
636	FIGURE 11B-610.3.2 L-SHAPED SHOWER SEAT 11B-611 WASHING MACHINES AND CLOTHES DRYERS FIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING 11B-612 SAUNAS AND STEAM ROOMS
637	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
638	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
639	FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT
640	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 FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE
641	FIGURE 11B-703.7.2.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 11B-703.7.2.6.4 EDGES AND VERTICES ON GEOMETRIC SYMBOLS
642	TABLE 11B-703.8.4 LOW RESOLUTION VMS CHARACTER HEIGHT TABLE 11B-703.8.5 PIXEL COUNT FOR LOW RESOLUTION VMS FIGURE 11B-703.8.5 LOW RESOLUTION VMS CHARACTERS
643	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
644	FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES
645	FIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE 11B-706 ASSISTIVE LISTENING SYSTEMS 11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT OF SALE DEVICES
646	FIGURE 11B-707.6.2 NUMERIC KEY LAYOUT
647	11B-708 TWO WAY COMMUNICATION SYSTEMS
648	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
649	FIGURE 11B-802.2.2.1 LINES OF SIGHT OVER THE HEADS OF STANDING SPECTATORS FIGURE 11B-802.2.2.2 LINES OF SIGHT BETWEEN THE HEADS OF STANDING SPECTATORS 11B-803 DRESSING, FITTING AND LOCKER ROOMS 11B-804 KITCHENS, KITCHENETTES, AND WET BARS
650	FIGURE 11B-804.2.1 PASS THROUGH KITCHENS FIGURE 11B-804.2.2 U-SHAPED KITCHENS
651	11B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES
652	11B-806 TRANSIENT LODGING GUEST ROOMS 11B-807 HOLDING CELLS AND HOUSING CELLS
653	11B-808 COURTROOMS 11B-809 RESIDENTIAL DWELLING UNITS
654	11B-810 TRANSPORTATION FACILITIES FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS FIGURE 11B-810.3 BUS SHELTERS
655	FIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS 11B-811 STORAGE 11B-812 ELECTRIC VEHICLE CHARGING STATIONS
657	FIGURE 11B-812.9. SURFACE MARKING
658	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
659	FIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS
660	DIVISION 10: RECREATION FACILITIES 11B-1001 GENERAL 11B-1002 AMUSEMENT RIDES FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDES
661	11B-1003 RECREATIONAL BOATING FACILITIES
662	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
663	FIGURE 11B-1003.3.2 BOARDING PIER CLEARANCE FIGURE 11B-1003.3.2 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS FIGURE 11B-1003.3.2 (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS 11B-1004 EXERCISE MACHINES AND EQUIPMENT
664	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
665	11B-1007 MINIATURE GOLF FACILITIES FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA 11B-1008 PLAY AREAS
666	FIGURE 11B-1008.3.1 TRANSFER PLATFORMS
667	FIGURE 11B-1008.3.2 TRANSFER STEPS 11B-1009 SWIMMING POOLS, WADING POOLS, AND SPAS FIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION
668	FIGURE 11B-1009.2.3 CLEAR DECK SPACE AT POOL LIFTS FIGURE 11B-1009.2.4 POOL LIFT SEAT HEIGHT FIGURE 11B-1009.2.8 POOL LIFT SUBMERGED DEPTH FIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH
669	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
670	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
671	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
672	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – INTERIOR ENVIRONMENT
674	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION
675	TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL
676	SECTION 1204 TEMPERATURE CONTROL
677	SECTION 1205 LIGHTING SECTION 1206 YARDS OR COURTS
678	SECTION 1207 SOUND TRANSMISSION
680	SECTION 1208 INTERIOR SPACE DIMENSIONS
681	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
684	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 SECTION 1219 RESERVED SECTION 1220 RESERVED SECTION 1221 RESERVED SECTION 1222 RESERVED SECTION 1223 RESERVED
685	SECTION 1224 [OSHPD 1] HOSPITALS
689	TABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1
690	TABLE 1224.4.6.5 [OSHPD 1, 2, 3 & 4] LOCATION OF NURSE CALL DEVICES KEY: • Required
692	TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
695	TABLE 1224.4.19 SOUND TRANSMISSION LIMITATIONS IN HOSPITALS
723	SECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES
732	SECTION 1226 [OSHPD 3] CLINICS
743	SECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS
748	SECTION 1228 RESERVED SECTION 1229 RESERVED SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES
750	TABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
752	SECTION 1231 [BSCC] LOCAL DETENTION
754	TABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES
758	SECTION 1232 RESERVED SECTION 1233 RESERVED SECTION 1234 RESERVED SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS)
759	SECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES SECTION 1238 RESERVED SECTION 1239 RESERVED SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS
761	TABLE 1240.15.1 SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES SECTION 1242 [AGR] RENDERERS SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS
762	SECTION 1244 RESERVED SECTION 1245 RESERVED SECTION 1246 RESERVED SECTION 1247 RESERVED SECTION 1248 RESERVED SECTION 1249 RESERVED SECTION 1250 [CA] PHARMACIES
763	SECTION 1251 [CA] VETERINARY FACILITIES SECTION 1252 [CA] BARBER COLLEGES AND SHOPS SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS
764	SECTION 1254 [CA] ACUPUNCTURE OFFICES
766	CHAPTER 13 ENERGY EFFICIENCY Refer to California Energy Code, Title 24, Part 6. SECTION 1300 GENERAL SECTION 1301 SOLAR ENERGY COLLECTORS
768	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – EXTERIOR WALLS CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS
769	SECTION 1403 PERFORMANCE REQUIREMENTS
772	SECTION 1404 MATERIALS SECTION 1405 INSTALLATION OF WALL COVERINGS
773	TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
774	TABLE 1405.3.2 CLASS III VAPOR RETARDERS
778	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
779	SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
781	TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
782	SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
783	SECTION 1410 PLASTIC COMPOSITE DECKING SECTION 1411 [DSA-SS & DSA-SS/CC, OSHPD 1 & 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER
784	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS
785	SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS
786	TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
788	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D7158a TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D3161
789	TABLE 1507.2.9.2 VALLEY LINING MATERIAL
790	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
792	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
794	TABLE 1507.7.6 SLATE SHINGLE HEADLAP
795	TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
796	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
797	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
798	TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
799	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
800	SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES
801	[BF] TABLE 1511.1 ALLOWABLE REROOFS OVER EXISTING ROOFING
803	SECTION 1511 REROOFING
804	SECTION 1512 PHOTOVOLTAIC PANELS AND MODULES SECTION 1513 [DSA-SS & DSA-SS/CC, OSHPD 1 & 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS
806	INDEX
846	HISTORY NOTE APPENDIX
848	COUNT ON ICC FOR YOUR CALIFORNIA BUILDING CODE TOOLS
849	BENEFITS THAT WORK FOR YOU ICC MEMBERSHIP
850	2017 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2
851	2017 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2 BASED ON THE 2016 CBC AND 2015 IBC® TITLE PAGE
852	COPYRIGHT
853	CITY OF LOS ANGELES OFFICES
855	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES
856	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION STATEMENT
857	EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE
859	TABLE OF CONTENTS
877	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
879	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS
880	SECTION 1603 CONSTRUCTION DOCUMENTS
881	SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITS
885	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
886	SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14
887	EQUATION 16-15 EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
888	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
889	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
891	EQUATION 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, K
892	EQUATION 16-24 EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31
893	EQUATION 16-32
894	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS
895	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
896	FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
897	FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
898	FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
899	FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
900	FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
901	EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS
902	EQUATION 16-34
903	EQUATION 16-35 SECTION 1610 SOIL LATERAL LOADS
904	TABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cnet a, b
905	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
906	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
907	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b SECTION 1611 RAIN LOADS EQUATION 16-36 SECTION 1612 FLOOD LOADS
908	TABLE 1610.1 LATERAL SOIL LOAD
909	FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
910	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES SECTION 1613 EARTHQUAKE LOADS
911	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
912	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
913	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
914	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
915	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
916	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
917	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
918	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
919	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
920	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
921	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
922	EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a
923	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
929	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY
931	EQUATION 16-41 EQUATION 16-42 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
932	SECTION 1616 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
937	TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
939	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS
940	SECTION 1603A CONSTRUCTION DOCUMENTS
942	SECTION 1604A GENERAL DESIGN REQUIREMENTS TABLE 1604A.3 DEFLECTION LIMITS
943	TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS
944	TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
945	SECTION 1605A LOAD COMBINATIONS
946	EQUATION 16A-1 EQUATION 16A-2 EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 16A-7 EQUATION 16A-8 EQUATION 16A-9 EQUATION 16A-10 EQUATION 16A-11 EQUATION 16A-12 EQUATION 16A-13 EQUATION 16A-14 EQUATION 16A-15 EQUATION 16A-16
947	EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20 EQUATION 16A-21 EQUATION 16A-22 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS
948	TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
949	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE NOTES TABLE 1607A.1—continued
951	EQUATION 16A-23 TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR EQUATION 16A-24 EQUATION 16A-25
952	EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION16A-30 EQUATION 16A-31 EQUATION 16A-32
953	SECTION 1608A SNOW LOADS
954	FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
955	FIGURE 1608A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
956	SECTION 1609A WIND LOADS
957	TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16A-33
958	FIGURE 1609A.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
959	FIGURE 1609A.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
960	FIGURE 1609A.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
961	TABLE 1609A.3.1 WIND SPEED CONVERSIONS EQUATION 16A-34
962	EQUATION 16A-35
963	TABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cnet a, b
964	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
965	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
966	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
967	SECTION 1610A SOIL LATERAL LOADS TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS EQUATION 16A-36
968	[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
969	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
970	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
971	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
972	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
973	SECTION 1612A FLOOD LOADS
974	SECTION 1613A EARTHQUAKE LOADS EQUATION 16A-37 EQUATION 16A-38
975	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
976	SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A STRUCTURAL INTEGRITY
977	EQUATION 16A-41 FIGURE 1615A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
978	EQUATION 16A-42 SECTION 1616A MODIFICATIONS TO ASCE 7
979	EQUATION 12.12-1
980	TABLE 1616A.1.17 COMPONENT IMPORTANCE FACTOR (IP)1 FOR FREESTANDING SKILLED NURSING AND ACUTE PSYCHIATRIC BUILDINGS
985	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
986	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
991	SECTION 1705 REQUIRED VERIFICATION AND INSPECTION
993	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
994	TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
995	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
996	TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
997	SECTION 1706 DESIGN STRENGTHS OF MATERIALS
1001	SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
1002	SECTION 1708 IN-SITU LOAD TESTS SECTION 1709 PRECONSTRUCTION LOAD TESTS
1003	SECTION 1710 CERTIFIED SECURITY BAR INSTALLER
1004	SECTION 1711 PREFABRICATED CONSTRUCTION
1007	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL
1008	SECTION 1702A DEFINITIONS SECTION 1703A APPROVALS
1009	SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
1011	SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS
1013	TABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
1014	TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
1015	TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
1016	TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
1017	TABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
1022	SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A IN-SITU LOAD TESTS
1023	SECTION 1709A PRECONSTRUCTION LOAD TESTS
1025	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS
1026	SECTION 1803 GEOTECHNICAL INVESTIGATIONS
1029	SECTION 1804 EXCAVATION, GRADING AND FILL
1030	SECTION 1805 DAMPPROOFING AND WATERPROOFING
1031	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
1032	SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1033	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
1034	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
1035	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
1036	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
1037	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
1038	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
1040	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT
1041	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
1042	FIGURE 1809.3STEPPED FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
1043	SECTION 1810 DEEP FOUNDATIONS
1045	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1047	EQUATION 18-4
1051	EQUATION 18-5
1052	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
1059	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS
1060	SECTION 1803A GEOTECHNICAL INVESTIGATIONS
1063	SECTION 1804A EXCAVATION, GRADING AND FILL SECTION 1805A DAMPPROOFING AND WATERPROOFING
1065	SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
1066	SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
1067	EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3 SECTION 1808A FOUNDATIONS
1068	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
1069	TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT
1070	TABLE 1808A.8.2 MINIMUM CONCRETE COVER SECTION 1809A SHALLOW FOUNDATIONS
1071	SECTION 1810A DEEP FOUNDATIONS
1074	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1075	EQUATION 18A-4
1078	EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 EQUATION 18A-11
1083	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
1084	SECTION 1812A EARTH RETAINING SHORING
1087	SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT
1089	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
1091	CHAPTER 19 CONCRETE SECTION 1901 GENERAL
1093	SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
1096	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
1097	SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
1100	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
1101	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE CHAPTER 19A CONCRETE SECTION 1901A GENERAL
1102	SECTION 1902A DEFINITIONS SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS
1103	SECTION 1905A MODIFICATIONS TO ACI 318
1105	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1906A STRUCTURAL PLAIN CONCRETE SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A SHOTCRETE
1107	SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
1109	SECTION 1911A EXISTING CONCRETE STRUCTURES
1111	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION
1113	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
1114	SECTION 2103 MASONRY CONSTRUCTION MATERIALS
1115	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
1116	SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY
1117	TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2 TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
1118	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
1120	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
1121	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
1126	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
1127	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
1128	SECTION 2114 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
1130	TABLE 2114.8.1 MINIMUM THICKNESS OF MASONRY WALLS
1131	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY CHAPTER 21A MASONRY SECTION 2101A GENERAL
1132	SECTION 2102A DEFINITIONS AND NOTATIONS
1133	SECTION 2103A MASONRY CONSTRUCTION MATERIALS TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS
1134	SECTION 2104A CONSTRUCTION
1136	SECTION 2105A QUALITY ASSURANCE
1137	SECTION 2106A SEISMIC DESIGN
1138	SECTION 2107A ALLOWABLE STRESS DESIGN TABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY
1139	SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
1141	FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS SECTION 2112A MASONRY HEATERS
1142	SECTION 2113A MASONRY CHIMNEYS
1145	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.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS
1146	FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
1147	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
1148	SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
1149	SECTION 2207 STEEL JOISTS
1151	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
1152	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
1155	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
1156	SECTION 2204A CONNECTIONS SECTION 2205A STRUCTURAL STEEL
1158	SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS
1159	SECTION 2208A STEEL CABLE STRUCTURES
1160	SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1161	SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1 SECTION 2213A TESTING AND FIELD VERIFICATION
1163	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD CHAPTER 23 WOOD SECTION 2301 GENERAL
1164	SECTION 2302 DEFINITIONS
1165	SECTION 2303 MINIMUM STANDARDS AND QUALITY
1169	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
1171	TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
1172	TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
1173	TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b
1175	TABLE 2304.10.1 FASTENING SCHEDULE
1176	TABLE 2304.10.1—continued FASTENING SCHEDULE
1177	TABLE 2304.10.1—continued FASTENING SCHEDULE
1178	TABLE 2304.10.1—continued FASTENING SCHEDULE
1179	TABLE 2304.10.1—continued FASTENING SCHEDULE
1181	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1
1182	TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
1183	EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN
1184	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
1185	SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
1187	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
1188	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 LOADING
1189	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
1190	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1191	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 LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
1192	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 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
1193	TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
1195	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b 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 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b 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 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
1198	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
1199	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
1200	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
1201	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
1202	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
1204	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
1205	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1206	TABLE 2308.6.1a WALL BRACING REQUIREMENTS
1207	TABLE 2308.6.3(1) BRACING METHODS
1208	TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
1209	TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) TABLE 2308.6.3(5) HARDBOARD SIDING
1210	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
1211	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
1213	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
1214	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
1215	FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
1217	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240)
1218	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240)
1219	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240)
1220	TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240)
1221	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
1222	TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
1223	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240)
1224	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240)
1225	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
1226	TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
1227	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
1228	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
1229	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240)
1230	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240)
1231	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240)
1232	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240)
1233	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
1234	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
1237	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
1238	TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1239	TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea)
1241	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
1242	TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4
1243	EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
1245	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
1246	TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1247	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
1248	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING (SSG)
1251	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION
1252	SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING
1253	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
1254	TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
1255	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
1256	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
1257	SECTION 2514 REINFORCED GYPSUM CONCRETE
1259	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
1263	FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
1264	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
1265	TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2606 LIGHT-TRANSMITTING PLASTICS
1266	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS
1267	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
1268	SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
1269	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
1270	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
1271	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
1273	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
1275	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
1276	[P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
1277	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
1279	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL
1280	SECTION 3002 HOISTWAY ENCLOSURES
1281	SECTION 3003 EMERGENCY OPERATIONS
1282	SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS
1283	SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
1284	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
1285	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
1287	SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS
1289	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
1291	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
1292	SECTION 3105 AWNINGS AND CANOPIES
1293	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
1297	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 PHOTOVOLTAIC PANELS AND MODULES
1298	SECTION 3112 PATIO COVERS
1299	CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
1301	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS CHAPTER 31B [DPH] PUBLIC POOLS DIVISION I GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
1303	PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
1304	SECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION
1305	SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
1306	SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS
1307	SECTION 3115B POOL LIGHTING ANCILLARY FACILITIES SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS
1308	SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE SECTION 3120B REQUIRED SIGNS
1309	SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE
1310	SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS
1311	SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS
1312	SECTION 3134B DISINFECTANT FEEDERS SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS
1313	SECTION 3137B POOL FITTINGS
1314	FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1
1315	FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2
1316	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
1317	SECTION 3138B SPA POOL SPECIAL REQUIREMENTS 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
1318	SECTION 3153B RESERVED SECTION 3154B RESERVED SECTION 3155B RESERVED SECTION 3156B RESERVED SECTION 3157B RESERVED SECTION 3158B RESERVED SECTION 3159B RESERVED DIVISION II PUBLIC SWIMMING POOLS SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS SECTION 3161B WADING POOLS
1319	SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
1322	FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
1323	FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
1324	TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
1325	TABLE 31B-7 FIGURE 31B-8 DEPTH MARKER LOCATIONS
1327	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION 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
1329	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES
1331	CHAPTER 31E RESERVED
1333	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION
1334	EQUATION 1-1 TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION
1336	DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)
1339	TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
1342	TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
1343	TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
1345	TABLE 31F-2-7A
1346	TABLE 31F-2-7B TABLE 31F-2-7C
1347	TABLE 31F-2-8
1348	FIGURE 31F-2-1
1349	TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
1350	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
1351	EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7
1352	TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv
1353	EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.1]
1354	EQUATION 3-11 EQUATION 3-12 EQUATION 3-13
1355	FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.6] EQUATION 3-14
1356	FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.7])
1357	TABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA (AFTER [3.17]) EQUATION 3-15 EQUATION 3-16 EQUATION 3-17 EQUATION 3-18
1358	EQUATION 3-19 EQUATION 3-20 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
1359	TABLE 31F-3-8 SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE
1360	TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.19] TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.19] TABLE 31F-3-12 SAFETY FACTORS FOR ROPES [3.7]
1361	EQUATION 3-21 TABLE 31F-3-13 ALLOWABLE WORKING LOADS
1364	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT
1365	TABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2])
1366	FIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3]) EQUATION 4-1 EQUATION 4-2
1367	EQUATION 4-3 EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10
1368	EQUATION 4-11 EQUATION 4-12 EQUATION 4-13 FIGURE 31F-4-5 RELATION BETWEEN DUCTILITY, μΔ, AND EFFECTIVE DAMPING, ξeff [4.5] FIGURE 31F-4-6 DESIGN DISPLACEMENT RESPONSE SPECTRA FIGURE 31F-4-7 EFFECTIVE LATERAL STIFFNESS (ADAPTED FROM [4.4])
1369	FIGURE 31F-4-8 STIFFNESS FOR LINEAR MODAL ANALYSIS EQUATION 4-14 EQUATION 4-15 EQUATION 4-16 EQUATION 4-17 EQUATION 4-18 EQUATION 4-19
1370	FIGURE 31F-4-9 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS FIGURE 31F-4-10 P-Δ EFFECT EQUATION 4-20
1373	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
1374	FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL
1375	FIGURE 31F-5-5 BERTHING ENERGY CAPACITY
1376	TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION EQUATION 5-3
1378	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES
1380	FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8]
1381	FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8]
1383	DIVISION 7 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS EQUATION 7-1A EQUATION 7-1B EQUATION 7-1C EQUATION 7-2A EQUATION 7-2B EQUATION 7-2C EQUATION 7-3A EQUATION 7-3B EQUATION 7-3C
1384	TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1 TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3])
1385	TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED 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]
1386	EQUATION 7-4 EQUATION 7-5 EQUATION 7-6 EQUATION 7-7 TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5] EQUATION 7-8 EQUATION 7-9 TABLE 31F-7-5 LIMITS OF STRAIN
1387	EQUATION 7-10 FIGURE 31F-7-4 METHOD A − MOMENT CURVATURE ANALYSIS FIGURE 31F-7-5 METHOD B – MOMENT CURVATURE ANALYSIS [7.6] EQUATION 7-11 EQUATION 7-12 EQUATION 7-13 EQUATION 7-14
1388	EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
1389	EQUATION 7-19 EQUATION 7-20 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM EQUATION 7-21 TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS EQUATION 7-22
1390	EQUATION 7-23 FIGURE 31F-7-9 DEVELOPMENT LENGTH EQUATION 7-24 EQUATION 7-25 FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-26 EQUATION 7-27 FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
1391	EQUATION 7-28 EQUATION 7-29 FIGURE 31F-7-11 JOINT ROTATION EQUATION 7-30 EQUATION 7-31 EQUATION 7-32 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE EQUATION 7-33 EQUATION 7-34
1392	FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
1393	EQUATION 7-35 FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY EQUATION 7-36
1394	EQUATION 7-37 EQUATION 7-38 EQUATION 7-39 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER EQUATION 7-40 EQUATION 7-41 EQUAITON 7-42
1397	DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
1398	TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
1399	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
1401	DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION
1404	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
1408	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
1411	DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG
1413	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO PUBLIC RIGHT-OF-WAY CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
1415	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION
1416	SECTION 3304 SITE WORK SECTION 3305 TOILET FACILITIES DURING CONSTRUCTION TABLE 3306.1 PROTECTION OF PEDESTRIANS
1417	SECTION 3306 PROTECTION OF PEDESTRIANS
1418	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
1419	SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
1421	CHAPTER 34 RESERVED
1423	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL
1424	SECTION 3402A DEFINITIONS SECTION 3403A ADDITIONS
1425	SECTION 3404A ALTERATIONS
1426	SECTION 3405A REPAIRS
1427	SECTION 3406A RESERVED SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY OR FUNCTION SECTION 3409A RESERVED SECTION 3410A MOVED STRUCTURES SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES
1431	SECTION 3413A MODIFICATIONS TO ASCE 41
1432	SECTION 3414A PEER REVIEW REQUIREMENTS
1433	SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
1434	SECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
1435	SECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES
1438	SECTION 3419A HOSPITAL BUILDINGS REMOVED FROM GENERAL ACUTE CARE SERVICES
1441	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
1442	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
1443	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
1444	AISC AISI ALI
1445	AMCA ANSI APA
1446	APSP ASABE ASCE/SEI
1447	ASME ASTM
1454	AWC
1455	AWCI AWPA AWS BHMA CEN
1456	CGSB CPA CPSC CSA CSSB
1457	DASMA DOC DOL DOTn FEMA
1458	FM GA HPVA ICC
1459	ISO MHI NAAMM NCMA
1460	NFPA
1472	PCI
1473	PTI RMI SBCA SDI SFM
1474	SJI SPRI TIA TMS TPI
1475	UBC UL
1477	ULC USC WCLIB
1478	WDMA WRI
1479	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
1480	SECTION 6109 SWIMMING POOLS AND OTHER BODIES OF WATER – PROTECTIVE DEVICES REQUIRED
1481	CHAPTER 62 SIGNS SECTION 6201 GENERAL PROVISIONS
1482	SECTION 6202 DEFINITIONS SECTION 6203 LOCATION
1483	SECTION 6204 IDENTIFICATION SECTION 6205 DESIGN AND CONSTRUCTION
1484	SECTION 6206 ELECTRICAL SECTION 6207 COMBUSTIBLE MATERIALS SECTION 6208 ANIMATED DEVICES SECTION 6209 GROUND SIGNS
1485	SECTION 6210 ROOF SIGNS SECTION 6211 WALL SIGNS SECTION 6212 PROJECTING SIGNS
1486	SECTION 6213 MARQUEE SIGNS SECTION 6214 PORTABLE SIGNS – RESERVED SECTION 6215 REFERENCED STANDARDS SECTION 6216 EXISTING SIGNS
1487	TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN
1489	CHAPTER 63 ADDITIONAL PROVISIONS FOR SPECIFIC USES SECTION 6301 GENERAL SECTION 6302 FOOD ESTABLISHMENT
1490	SECTION 6303 SERVICE STATIONS SECTION 6304 RESIDENTIAL USES SECTION 6305 PARKING GARAGES SERVING RESIDENTIAL USES
1491	SECTION 6306 ANTI-GRAFFITI FINISH TO EXTERIOR WALLS SECTION 6307 SHOWER AND LOCKER FACILITIES
1493	CHAPTER 67 SECURITY PROVISIONS SECTION 6701 PURPOSE SECTION 6702 GENERAL SECTION 6703 LIMITATIONS SECTION 6704 ALTERNATIVE SECURITY PROVISIONS SECTION 6705 DEFINITIONS
1494	SECTION 6706 ENTRY VISION SECTION 6707 APPURTENANT ACCESS SECTION 6708 DOORS – GENERAL SECTION 6709 SWINGING DOORS
1495	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
1496	SECTION 6716 OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS
1497	CHAPTER 70 GRADING, EXCAVATIONS AND FILLS SECTION 7001 PURPOSE SECTION 7002 SCOPE SECTION 7003 DEFINITIONS
1498	SECTION 7004 GRADING DESIGNATION SECTION 7005 GENERAL REQUIREMENTS
1499	SECTION 7006 CONDITIONS PRECEDENT TO ISSUING A GRADING PERMIT
1503	SECTION 7007 SAFETY PRECAUTIONS DURING GRADING SECTION 7008 PROFESSIONAL INSPECTION AND CERTIFICATION FOR ENGINEERED GRADING
1505	SECTION 7009 PROFESSIONAL INSPECTION FOR REGULAR GRADING SECTION 7010 EXCAVATIONS SECTION 7011 FILLS
1507	SECTION 7012 PLANTING AND IRRIGATION OF CUT AND FILL SLOPES IN HILLSIDE AREAS SECTION 7013 EROSION CONTROL AND DRAINAGE DEVICES
1508	SECTION 7014 CONSTRUCTION REQUIREMENTS AND LIMITATIONS
1509	SECTION 7015 BUTTRESS FILLS SECTION 7016 AREAS SUBJECTED TO SLIDES AND UNSTABLE SOIL
1510	FIGURE No. A-13372 BASIC GRID MAP
1511	FIGURE A INTERCEPTOR TERRACE FIGURE B DIVERTER TERRACE For top of cut slopes/ or fill slopes FIGURE C BERM DETAIL
1512	FIGURE D 20-FOOT HORIZONTAL BENCH FIGURE E
1513	DRAINAGE DISPERSAL WALLFIGURE F FIGURE F DRAINAGE DISPERSAL WALL
1514	FIGURE G
1515	FIGURE SECTION A-A FIGURE SECTION B-B FIGURE SECTION C-C FIGURE SECTION D-D FIGURE DETAIL H GRATING FASTENING
1516	FIGURE SECTION Y-Y INLET STRUCTURE
1517	CHAPTER 71 METHANE SEEPAGE REGULATIONS SECTION 7101 PURPOSE SECTION 7102 DEFINITIONS
1518	SECTION 7103 GENERAL METHANE MITIGATION REQUIREMENTS SECTION 7104 GENERAL METHANE REQUIREMENTS
1520	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
1521	TABLE 71 MINIMUM METHANE MITIGATION REQUIREMENTS
1523	CHAPTER 72 FIRE DISTRICT REGULATIONS SECTION 7200 PURPOSE SECTION 7201 GENERAL
1525	SECTION 7202 ADDITIONS TO BUILDINGS SECTION 7203 GENERAL REQUIREMENTS SECTION 7204 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 1
1526	SECTION 7205 PROVISIONAL STRUCTURES SECTION 7207 SPECIAL REQUIREMENTS FOR THE VERY HIGH FIRE HAZARD SEVERITY ZONE SECTION 7208 PROHIBITED VEHICLES
1527	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
1528	SECTION 8105 ILLEGAL BUILDINGS, CONSTRUCTION AND USE
1529	SECTION 8106 FIRE DISTRICT REQUIREMENTS SECTION 8107 RESERVED SECTION 8108 NUISANCES, HAZARDOUS BUILDINGS AND SUBSTANDARD RESIDENTIAL BUILDINGS
1530	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
1531	SECTION 8115 SANDBLASTING SECTION 8116 SPECIAL PROVISIONS FOR LIGHT-HOUSEKEEPING ROOMS SECTION 8117 FIRE WATCH SECTION 8118 POOL WATER CLARITY
1532	SECTION 8119 HISTORICAL BUILDINGS AND STRUCTURES
1535	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
1537	CHAPTER 83 RELOCATION PERMIT SECTION 8301 GENERAL APPLICATION SECTION 8302 PERMITS REQUIRED – GENERAL CONSIDERATIONS SECTION 8303 PERMIT APPLICATION – PLANS AND SPECIFICATIONS
1538	SECTION 8304 SPECIAL CONDITIONS UNDER WHICH A PERMIT WILL NOT BE ISSUED SECTION 8305 GUARANTEE OF COMPLETION REQUIRED
1539	SECTION 8306 TERMS OF PERMIT SECTION 8307 DEFAULT IN PERFORMANCE OF CONDITIONS OR TERMS OF PERMITS – FAILURE TO COMPLETE SECTION 8308 PERMIT FEES
1540	SECTION 8309 ENTRY UPON PREMISES TABLE-A BASIC RELOCATION APPLICATION FEE SCHEDULE
1541	CHAPTER 85 ALTERNATIVE BUILDING STANDARDS FOR JOINT LIVING AND WORK QUARTERS SECTION 8501 GENERAL
1542	SECTION 8502 ALTERNATIVE STANDARDS
1547	CHAPTER 86 SPECIAL PROVISIONS FOR EXISTING BUILDINGS SECTION 8601 GENERAL SECTION 8602 GROUP E OCCUPANCIES
1548	SECTION 8603 FIRE PROTECTION – WARNING SYSTEM
1549	SECTION 8604 FIRE SAFETY STANDARDS
1553	SECTION 8605 EMERGENCY HOMELESS SHELTERS
1554	SECTION 8606 EMERGENCY LIGHTING STANDARDS FOR EXISTING RESIDENTIAL BUILDINGS, GROUP R, DIVISION 1 OCCUPANCIES
1555	SECTION 8607 TENANT SAFETY FOR APARTMENT HOUSES, EXCEPT FOR RESIDENTIAL CONDOMINIUMS
1557	CHAPTER 88 EARTHQUAKE HAZARD REDUCTION IN EXISTING BUILDINGS SECTION 8801 PURPOSE SECTION 8802 SCOPE SECTION 8803 DEFINITIONS SECTION 8804 RATING CLASSIFICATIONS
1558	SECTION 8805 GENERAL REQUIREMENTS SECTION 8806 ADMINISTRATION
1559	SECTION 8807 HISTORICAL BUILDINGS SECTION 8808 ANALYSIS AND DESIGN FORMULA 8-1 FORMULA 8-2
1560	SECTION 8809 MATERIALS OF CONSTRUCTION
1562	SECTION 8810 INFORMATION REQUIRED ON PLANS
1563	SECTION 8811 DESIGN CHECK – COMPATIBILITY OF ROOF DIAPHRAGM STIFFNESS TO UNREINFORCED MASONRY WALL OUT-OF-PLANE STABILITY
1564	FORMULA 11-3 FORMULA 11-4 SECTION 8812 VIOLATIONS SECTION 8813 SPECIAL REQUIREMENTS FOR VACANT BUILDINGS
1565	FIGURE 88 DEMAND-CAPACITY RATIO, 0.33 Wd /(2vuD) OR 0.33 Wd /(2vuD + ?Vc) ACCEPTABLE SPAN FOR DIAPHRAGMS (BASED ON DISPLACEMENT CONTROL CONCEPTS)
1566	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
1567	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
1568	TABLE 88-H VALUES FOR EXISTING MATERIALS TABLE 88-I ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
1569	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
1571	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
1574	SECTION 8903 ABATEMENT PROCEDURES
1577	SECTION 8904 SPECIAL PROVISIONS FOR VACANT PROPERTY GRAFFITI REMOVAL
1579	SECTION 8905 SPECIAL PROVISIONS FOR VACATING, BARRICADING, REMOVING OR DEMOLISHING BUILDINGS OR STRUCTURES WITHOUT NOTICE
1580	SECTION 8906 PAYMENT AND RECOVERY OF REPAIR AND DEMOLITION FUNDS SECTION 8907 ABATEMENT OF PUBLIC NUISANCE CONDITIONS RELATED TO A DECLARED LOCAL EMERGENCY
1581	SECTION 8908 SPECIAL PROVISIONS FOR THE REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS
1583	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
1584	SECTION 9106 ADMINISTRATION SECTION 9107 HISTORICAL BUILDINGS SECTION 9108 ANALYSIS AND DESIGN
1586	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
1587	TABLE 91-B TIME LIMITS FOR COMPLIANCE TABLE 91-C SERVICE PRIORITIES
1589	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
1590	SECTION 9203 STRUCTURAL WEAKNESSES SECTION 9204 STRENGTHENING REQUIREMENTS
1593	SECTION 9205 QUALITY CONTROL TABLE 92-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING1,2,3
1595	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
1596	SECTION 9304 PRIORITY DESIGNATIONS SECTION 9305 COMPLIANCE REQUIREMENTS SECTION 9306 ADMINISTRATION
1597	SECTION 9307 OCCUPANT AND TENANT ADVISORY SECTION 9308 HISTORICAL BULDINGS SECTION 9309 ENGINEERING ANALYSIS
1598	SECTION 9310 INFORMATION REQUIRED ON PLANS SECTION 9311 VIOLATION/PENALTY SECTION 9312 SEVERABILITY
1599	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 PRE-DESIGN INVESTIGATION
1600	SECTION 9406 ANALYSIS AND DESIGN
1603	SECTION 9407 HISTORICAL BUILDINGS SECTION 9408 QUALITY CONTROL SECTION 9409 INFORMATION REQUIRED ON PLANS TABLE 94-A VALUES FOR EXISTING MATERIALS
1605	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
1606	SECTION 9509 DYNAMIC LATERAL ANALYSIS PROCEDURE
1607	FORMULA 9-1 FORMULA 9-2 FORMULA 9-3
1608	FORMULA 9-4 FORMULA 9-5 SECTION 9510 EQUIVALENT LATERAL FORCE PROCEDURE
1609	FORMULA 10-1 SECTION 9511 SIMPLIFIED ANALYSIS PROCEDURE
1610	SECTION 9512 MINIMUM REQUIREMENTS FOR A LIMITED STRUCTURAL ANALYSIS SECTION 9513 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY
1612	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
1613	FIGURE 95-1 RESPONSE SPECTRA SHAPES
1615	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
1617	SECTION 9605 MATERIALS OF CONSTRUCTION SECTION 9606 INFORMATION REQUIRED ON PLANS
1619	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
1621	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
1623	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
1625	SECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS
1627	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
1628	SECTION 96.304 CONTENTS OF REPORTS
1629	SECTION 96.305 FEE FOR REPORTS SECTION 96.306 EFFECTIVE PERIOD OF REPORT SECTION 96.307 DELIVERY OF THE REPORT SECTION 96.308 EXCEPTIONS
1630	SECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION
1631	CHAPTER IX ARTICLE 8 GENERAL ADMINISTRATIVE PROVISIONS SECTION 98.0103 DEFINITIONS SECTION 98.0105 INSPECTIONS
1632	SECTION 98.0109 EXPRESS PERMITS
1633	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
1636	SECTION 98.0403.2 PROCEDURES FOR APPEALS TO THE DEPARTMENT AND TO THE BOARD SECTION 98.0404 EXTRA TERRITORIAL INSPECTIONS
1637	TABLE NO. 4-A FILING FEES* FOR APPEALS TABLE NO. 4-B FILING FEES* FOR APPEALS GRADING AND SOIL REQUIREMENTS SECTION 98.0405 CHARGES FOR PRINTED MATERIALS AND MISCELLANEOUS TYPE SERVICES TABLE NO. 4-C CHARGES FOR PRINTED MATERIALS 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
1638	SECTION 98.0410 SURCHARGE FOR ONE-STOP PERMIT CENTER SECTION 98.0411 NONCOMPLIANCE FEES
1639	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
1640	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
1641	SECTION 98.0422 FEES FOR OFF HOURS PLAN CHECK AND OTHER SERVICES
1643	DIVISION 5 — TESTING PROCEDURES, REGULATIONS AND ADMINISTRATION SECTION 98.0501 ALTERNATE MATERIALS, DEVICES AND METHODS OF CONSTRUCTION
1644	TABLE NO. 5-A FEE SCHEDULE
1645	SECTION 98.0502 APPLIANCES, FIXTURES AND EQUIPMENT
1646	TABLE 1 MECHANICAL TESTING LABORATORY FEES
1647	TABLE 2 ELECTRICAL TESTING LABORATORY FEES
1649	SECTION 98.0503 TESTING AGENCIES
1650	SECTION 98.0504 ENVIRONMENTAL REPORTS
1651	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
1652	SECTION 98.0605 TIME LIMITS OF REQUESTS FOR EXTENSION
1653	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
1654	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
1655	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
1656	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
1657	CHAPTER XI ARTICLE 1 NOISE REGULATION SECTION 111.00 DECLARATION OF POLICY SECTION 111.01 DEFINITIONS SECTION 111.02 SOUND LEVEL MEASUREMENT PROCEDURE AND CRITERIA
1658	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.)
1659	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
1660	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
1661	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
1663	INDEX
1703	HISTORY NOTE APPENDIX
1705	2016 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8
1706	COPYRIGHT
1707	PREFACE ACKNOWLEDGEMENTS
1709	CALIFORNIA CODE OF REGULATIONS, TITLE 24
1710	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
1711	PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS
1712	HISTORICAL PREFACE
1713	TABLE OF CONTENTS
1715	CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT
1716	SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS
1717	CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS
1719	CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES
1721	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
1722	SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS
1723	CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOPE SECTION 8-502 GENERAL
1724	SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS
1725	CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES
1726	SECTION 8-604 EQUIVALENT FACILITATION
1727	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
1728	SECTION 8-706 LATERAL LOAD REGULATIONS
1729	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
1730	SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON
1731	TABLE 8-8A STRENGTH VALUES FOR EXISTING MATERIALS SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING
1732	TABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION
1733	CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL
1734	SECTION 8-903 PLUMBING
1735	SECTION 8-904 ELECTRICAL
1737	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
1739	APPENDIX A CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY
1740	TABLE 1—PROVISION APPLICABILITY—continued
1741	HISTORY NOTE APPENDIX
1743	2017 CITY OF LOS ANGELES EXISTING BUILDING CODE BASED ON THE 2016 CEBC AND 2015 IEBC® TITLE PAGE
1744	COPYRIGHT
1745	CITY OF LOS ANGELES OFFICES
1747	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES
1748	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION STATEMENT
1749	EFFECTIVE USE OF THE CITY OF LOS ANGELES EXISTING BUILDING CODE
1751	TABLE OF CONTENTS
1755	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION
1757	CHAPTER 1 SCOPE AND ADMINISTRATION DIVISION I CALIFORNIA ADMINISTRATION SECTION 1.1 GENERAL
1759	SECTION 1.2 BUILDING STANDARDS COMMISSION
1761	SECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS RESERVED SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS RESERVED SECTION 1.5 CALIFORNIA ENERGY COMMISSION RESERVED SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE RESERVED SECTION 1.7 DEPARTMENT OF PUBLIC HEALTH RESERVED SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS
1762	SECTION 1.8.3 LOCAL ENFORCING AGENCY
1763	SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS SECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT
1764	SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION
1765	SECTION 1.8.8 APPEALS BOARD SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES
1766	SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 DIVISION OF THE STATE ARCHITECT
1767	SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL
1771	SECTION 1.12 STATE LIBRARIAN RESERVED SECTION 1.13 DEPARTMENT OF WATER RESOURCES RESERVED SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION RESERVED
1772	DIVISION II SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
1773	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
1774	SECTION 105 PERMITS
1776	SECTION 106 CONSTRUCTION DOCUMENTS
1777	SECTION 107 TEMPORARY STRUCTURES AND USES
1778	SECTION 108 FEES SECTION 109 INSPECTIONS
1779	SECTION 110 CERTIFICATE OF OCCUPANCY SECTION 111 SERVICE UTILITIES
1780	SECTION 112 BOARD OF APPEALS SECTION 113 VIOLATIONS SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
1781	SECTION 116 EMERGENCY MEASURES SECTION 117 DEMOLITION
1783	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
1785	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
1789	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – PROVISIONS FOR ALL COMPLIANCE METHODS
1791	CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION
1792	[BS] TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES [BS] TABLE 301.1.4.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES SECTION 302 GENERAL PROVISIONS
1793	SECTIONS 303 – 312 RESERVED SECTION 313 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
1795	SECTION 314 EXISTING HIGH-RISE BUILDINGS [SFM]
1798	SECTION 315 EXISTING GROUP I OCCUPANCIES [SFM] SECTION 316 EXISTING GROUP L OCCUPANCIES [SFM]
1799	TABLE 316.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb)
1800	TABLE 316.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 When two units are given, values within parentheses are in pounds (lbs.) SECTION 317 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
1801	TABLE 317.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY
1802	SECTION 318 DEFINITIONS SECTION 319 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
1805	SECTION 320 METHOD A SECTION 321 METHOD B
1806	SECTION 322 PEER REVIEW REQUIREMENTS
1807	SECTION 323 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES [DSA-SS, DSA-SS/CC]
1809	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – PRESCRIPTIVE COMPLIANCE METHOD
1811	CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD SECTION 401 GENERAL
1812	SECTION 402 ADDITIONS
1813	SECTION 403 ALTERATIONS
1817	SECTION 404 REPAIRS
1818	SECTION 405 FIRE ESCAPES
1819	SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS SECTION 407 CHANGE OF OCCUPANCY
1820	SECTION 408 HISTORIC BUILDINGS SECTION 409 MOVED STRUCTURES SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
1822	TABLE 410.8.5 RAMPS
1823	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – CLASSIFICATION OF WORK
1825	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – REPAIRS
1827	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – ALTERATIONS – LEVEL 1
1829	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – ALTERATIONS – LEVEL 2
1831	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – ALTERATIONS – LEVEL 3
1833	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – CHANGE OF OCCUPANCY
1835	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11 – ADDITIONS
1837	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – HISTORIC BUILDINGS
1839	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 13 – RELOCATED OR MOVED BUILDINGS
1841	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – PERFORMANCE COMPLIANCE METHODS
1843	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – CONSTRUCTION SAFEGUARDS
1845	CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
1846	SECTION 1502 PROTECTION OF ADJOINING PROPERTY SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1504 FIRE EXTINGUISHERS
1847	SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPE SYSTEMS SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
1849	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – REFERNCED STANDARDS
1851	CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME ASTM
1852	ICC
1853	NFPA UL
1855	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONSFOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
1857	CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS
1858	SECTION A104 SYMBOLS AND NOTATIONS
1859	SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS
1860	EQUATION A1-1 EQUATION A1-2
1861	EQUATION A1-3
1862	SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS
1863	EQUATION A1-4 EQUATION A1-5 EQUATION A1-6 SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 SECTION A111 SPECIAL PROCEDURE
1864	EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12 EQUATION A1-13 EQUATION A1-14
1865	EQUAITONA1-15 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 EQUATION A1-23 EQUATION A1-24 EQUATION A1-25
1866	SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
1867	[BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER [BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
1868	[BS] TABLE A1-C HORIZONTAL FORCE FACTOR, Cp [BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
1869	[BS] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION [BS] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS [BS] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
1870	[BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
1871	[BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
1873	REFERENCED STANDARDS UNIFORM BUILDING CODE STANDARD 21–4 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS SECTION 21.401 SCOPE SECTION 21.402 CLASSIFICATION SECTION 21.403 MATERIALS SECTION 21.404 PHYSICAL REQUIREMENTS SECTION 21.405 MINIMUM FACE-SHELL AND WEB THICKNESSES SECTION 21.406 PERMISSIBLE VARIATIONS IN DIMENSIONS
1874	TABLE 21–4-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS TABLE 21–4-B STRENGTH AND ABSORPTION REQUIREMENTS SECTION 21.407 VISUAL INSPECTION SECT5ION 21.408 METHODS OF SAMPLING AND TESTING SECTION 21.409 REJECTION
1875	TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS UNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS SECTION 21.601 SCOPE SECTION 21.602 PREPARATION OF SAMPLE SECTION 21.603 APPLICATION OF LOAD AND DETERMINATION OF RESULTS
1876	UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS SECTION 21.701 SCOPE SECTION 21.702 DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS SECTION 21.703 TORQUE TESTING OF NEW BOLTS SECTION 21.704 PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS SECTION 21.705 REPORTS UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS SECTION 21.801 SCOPE SECTION 21.802 JOINT PREPARATION SECTION 21.803 MORTAR PREPARATION SECTION 21.804 PACKING
1877	UNIFORM BUILDING CODE STANDARD 21–13 HYDRATED LIME FOR MASONRY PURPOSES SECTION 21.1301 SCOPE SECTION 21.1302 DEFINITION SECTION 21.1303 ADDITIONS SECTION 21.1304 MANUFACTURER’S STATEMENT SECTION 21.1305 CHEMICAL REQUIREMENTS COMPOSITION SECTION 21.1306 RESIDUE, POPPING AND PITTING SECTION 21.1307 PLASTICITY SECTION 21.1308 WATER RETENTION SECTION 21.1309 SPECIAL MARKING
1878	TABLE 21–13–A—CHEMICAL REQUIREMENTS SECTION 21.1310 QUALITY CONTROL ASTM 653/A & 653M-08 [HCD]
1879	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A3 – PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
1881	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
1882	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
1885	[BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING [BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
1886	[BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
1887	[BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
1888	[BS] FIGURE A3-3 SILL PLATE ANCHORING TO EXISTING FOUNDATION
1889	[BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
1890	[BS] FIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS [BS] FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING
1891	[BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
1892	[BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
1893	[BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
1894	[BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
1895	[BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
1896	[BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
1897	[BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
1898	[BS] FIGURE A3-10 FLOOR PLAN—CRIPPLE WALL BRACING LAYOUT
1899	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A4 – EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
1901	CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN
1903	SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY SECTION A405 MATERIALS OF CONSTRUCTION
1904	SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A407 QUALITY CONTROL
1905	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A6 – REFERENCED STANDARDS CHAPTER A6 REFERENCED STANDARDS ASCE/SEI ASTM
1906	ICC
1907	HISTORY NOTE APPENDIX CALIFORNIA EXISTING BUILDING CODE
1909	TOP TOOLS FOR SAFER EXISTING BUILDINGS
1910	GET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED
1911	NEW EDITIONS! 2015 IBC SEAOC STRUCTURAL/SEISMIC DESIGN MANUALS
1912	ICC EVALUATION SERVICE SPECIFY AND APPROVE WITH CONFIDENCE


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Standard Title	City of Los Angeles Building Code – Volume 1 & 2
Published Code	CA
Publication Date	2017
Pages Count	1912

CA LosAngelesCity BuildingCode Volume1and2 2017

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