{"id":136060,"date":"2024-10-19T07:50:51","date_gmt":"2024-10-19T07:50:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-la-county-buildingcode-bothvolumes-2011\/"},"modified":"2024-10-25T00:01:05","modified_gmt":"2024-10-25T00:01:05","slug":"ca-la-county-buildingcode-bothvolumes-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-la-county-buildingcode-bothvolumes-2011\/","title":{"rendered":"CA LA County BuildingCode BothVolumes 2011"},"content":{"rendered":"

This package includes the County amendments fully integrated into the 2010 California Building Code (Title 24, Part 2, Volumes 1 and 2).<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2011_LA_Cnty_Building_Vol_I
2011 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 1 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2010 CBC AND 2009 IBC\u00ae <\/td>\n<\/tr>\n
2<\/td>\nCOUNTY OF LOS ANGELES 2011 BUILDING CODE ADOPTING BY REFERENCE PORTIONS OF THE 2010 EDITION CALIFORNIA BUILDING CODE VOLUME 1 TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
6<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
8<\/td>\nCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS <\/td>\n<\/tr>\n
10<\/td>\nEFFECTIVE USE OF THE IBC\/CBC <\/td>\n<\/tr>\n
20<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
22<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
24<\/td>\nORDINANCE <\/td>\n<\/tr>\n
26<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
40<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND ADMINISTRATION <\/td>\n<\/tr>\n
41<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND ADMINISTRATION\u2014continued <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
SECTION 100 ADOPTION BY REFERENCE
SECTION 101 TITLE, PURPOSE AND INTENT <\/td>\n<\/tr>\n
43<\/td>\nSECTION 102 UNSAFE BUILDINGS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 103 VIOLATIONS AND PENALTIES
SECTION 104 ORGANIZATION AND ENFORCEMENT <\/td>\n<\/tr>\n
47<\/td>\nSECTION 105 APPEALS BOARDS <\/td>\n<\/tr>\n
48<\/td>\nSECTION 106 PERMITS <\/td>\n<\/tr>\n
52<\/td>\nSECTION 107 FEES <\/td>\n<\/tr>\n
56<\/td>\nSECTION 108 INSPECTIONS <\/td>\n<\/tr>\n
57<\/td>\nSECTION 109 USE AND OCCUPANCY <\/td>\n<\/tr>\n
58<\/td>\nSECTION 110 PROHIBITED USES OF BUILDING SITES <\/td>\n<\/tr>\n
61<\/td>\nSECTION 111 ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORTS
SECTION 112 EARTHQUAKE FAULT MAPS
SECTION 113 EARTHQUAKE FAULTS <\/td>\n<\/tr>\n
62<\/td>\nSECTIONS 114 THROUGH 118 ARE HEREBY RESERVED
SECTION 119 APPLICATION OF STATE AGENCIES
CA SECTION 1.2 BUILDING STANDARDS COMMISSION <\/td>\n<\/tr>\n
63<\/td>\nCA SECTION 1.3 CORRECTIONS STANDARDS AUTHORITY
CA SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS <\/td>\n<\/tr>\n
64<\/td>\nCA SECTION 1.5 RESERVED
CA SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE
CA SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH
CA SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
CA SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS <\/td>\n<\/tr>\n
65<\/td>\nCA SECTION 1.8.3 LOCAL ENFORCING AGENCY <\/td>\n<\/tr>\n
66<\/td>\nCA SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS <\/td>\n<\/tr>\n
67<\/td>\nCA SECTION 1.8.5 RIGHT-OF-ENTRY FOR ENFORCEMENT
CA SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION
CA SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
68<\/td>\nCA SECTION 1.8.8 APPEALS BOARD
CA SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n
69<\/td>\nCA SECTION 1.8.10 OTHER BUILDING REGULATIONS
CA SECTION 1.9 DIVISION OF THE STATE ARCHITECT <\/td>\n<\/tr>\n
71<\/td>\nCA SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT <\/td>\n<\/tr>\n
73<\/td>\nCA SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL <\/td>\n<\/tr>\n
77<\/td>\nCA SECTION 1.12 STATE LIBRARIAN
CA SECTION 1.13 RESERVED
CA SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION <\/td>\n<\/tr>\n
78<\/td>\nTABLE 1-A BUILDING PERMIT FEES
TABLE 1-B GRADING PERMIT FEES
TABLE 1-C GRADING PLAN CHECK FEES <\/td>\n<\/tr>\n
79<\/td>\nTABLE 1-D LANDSCAPE PERMIT FEES UP TO ONE ACRE
TABLE 1-E LANDSCAPE PLAN CHECK FEES UP TO ONE ACRE
TABLE 1-F CODE ENFORCEMENT FEES <\/td>\n<\/tr>\n
80<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n
81<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
82<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
83<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
84<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
85<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
86<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
88<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
106<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 3 \u2013 USE AND OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
107<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 3 \u2013 USE AND OCCUPANCY CLASSIFICATION\u2014continued <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
109<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
110<\/td>\nSECTION 306 FACTORY GROUP F
SECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
112<\/td>\n[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
113<\/td>\n[F] TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
114<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
119<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
120<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
123<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
124<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U
SECTION 313 LABORATORIES GROUP L [SFM] <\/td>\n<\/tr>\n
126<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY <\/td>\n<\/tr>\n
127<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE ANDOCCUPANCY\u2014continued <\/td>\n<\/tr>\n
128<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE ANDOCCUPANCY\u2014continued <\/td>\n<\/tr>\n
130<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
EQUATION 4-1 <\/td>\n<\/tr>\n
133<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
135<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
137<\/td>\nSECTION 404 ATRIUMS
SECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
138<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
140<\/td>\nTABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
142<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
145<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
148<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
149<\/td>\nSECTION 410 STAGES AND PLATFORMS <\/td>\n<\/tr>\n
151<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
152<\/td>\nTABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
153<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
154<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
155<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
156<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
158<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
161<\/td>\n[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
162<\/td>\nTABLE 415.3.1\u2014continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
163<\/td>\n[F] TABLE 415.3.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
166<\/td>\n[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
171<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 419 LIVE\/WORK UNITS
SECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R-3.1 and R-4 <\/td>\n<\/tr>\n
173<\/td>\nSECTION 421 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
174<\/td>\nSECTION 422 AMBULATORY HEALTH CARE FACILITIES
SECTION 423 STORM SHELTERS
SECTION 424 SPECIAL PROVISIONS FOR RESIDENTIAL HOTELS [HCD 1 & HCD 1-AC]
SECTION 425 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM] <\/td>\n<\/tr>\n
177<\/td>\nSECTION 426 GROUP I-4 [SFM] <\/td>\n<\/tr>\n
178<\/td>\nSECTION 427 RESERVED
SECTION 428 RESERVED
SECTION 429 RESERVED
SECTION 430 HORSE RACING STABLES [SFM]
SECTION 431 PET KENNELS [SFM]
SECTION 432 COMBUSTION ENGINES AND GAS TURBINES [SFM] <\/td>\n<\/tr>\n
179<\/td>\nSECTION 433 FIXED GUIDEWAY TRANSIT SYSTEMS [SFM] <\/td>\n<\/tr>\n
182<\/td>\nSECTION 434 EXPLOSIVES [SFM] <\/td>\n<\/tr>\n
185<\/td>\nSECTION 435 RESERVED
SECTION 436 WINERY CAVES [SFM] <\/td>\n<\/tr>\n
186<\/td>\nSECTION 437 RESERVED
SECTION 438 RESERVED
SECTION 439 PUBLIC LIBRARIES [SL AND SFM] <\/td>\n<\/tr>\n
187<\/td>\nSECTION 440 GROUP C [SFM] <\/td>\n<\/tr>\n
189<\/td>\nSECTION 441 RESERVED
SECTION 442 GROUP E [SFM] <\/td>\n<\/tr>\n
190<\/td>\nSECTION 443 GROUP L [SFM] <\/td>\n<\/tr>\n
192<\/td>\nTABLE 443.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE <\/td>\n<\/tr>\n
193<\/td>\nSECTION 444 RESERVED
SECTION 445 LARGE FAMILY DAY-CARE HOMES [SFM] <\/td>\n<\/tr>\n
196<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 5 \u2013 GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
198<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT <\/td>\n<\/tr>\n
199<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
200<\/td>\nSECTION 505 MEZZANINES <\/td>\n<\/tr>\n
201<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2 <\/td>\n<\/tr>\n
202<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
203<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
205<\/td>\nTABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES
SECTION 509 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
206<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
210<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 6 \u2013 TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
212<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours)
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
213<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
TABLE 602.4 WOOD MEMBER SIZE <\/td>\n<\/tr>\n
214<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
216<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 7 \u2013 FIRE AND SMOKE PROTECTION FEATURES <\/td>\n<\/tr>\n
218<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS <\/td>\n<\/tr>\n
219<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
220<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
222<\/td>\nSECTION 705 EXTERIOR WALLS <\/td>\n<\/tr>\n
223<\/td>\nEQUATION 7-1
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
224<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
225<\/td>\nEQUATION 7-2 <\/td>\n<\/tr>\n
226<\/td>\nSECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
228<\/td>\nSECTION 707 FIRE BARRIERS
TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
229<\/td>\nSECTION 708 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
233<\/td>\nSECTION 709 FIRE PARTITIONS <\/td>\n<\/tr>\n
234<\/td>\nSECTION 710 SMOKE BARRIERS
SECTION 711 SMOKE PARTITIONS <\/td>\n<\/tr>\n
235<\/td>\nSECTION 712 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
236<\/td>\nSECTION 713 PENETRATIONS <\/td>\n<\/tr>\n
238<\/td>\nSECTION 714 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
239<\/td>\nSECTION 715 OPENING PROTECTIVES
TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
242<\/td>\nTABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS <\/td>\n<\/tr>\n
243<\/td>\nSECTION 716 DUCTS AND AIR TRANSFER OPENINGS
TABLE 716.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
248<\/td>\nSECTION 717 CONCEALED SPACES <\/td>\n<\/tr>\n
250<\/td>\nSECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
251<\/td>\nSECTION 720 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
253<\/td>\nTABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
254<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
255<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
256<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
257<\/td>\nTABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
258<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
259<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
260<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
261<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
262<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
263<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
264<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
265<\/td>\nTABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
266<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
267<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
268<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
269<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
270<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
271<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
272<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
273<\/td>\nSECTION 721 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
274<\/td>\nTABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
EQUATION 7-3 <\/td>\n<\/tr>\n
275<\/td>\nTABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
EQUATION 7-4
TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59 <\/td>\n<\/tr>\n
276<\/td>\nFIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches) <\/td>\n<\/tr>\n
277<\/td>\nTABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
278<\/td>\nFIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
279<\/td>\nFIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
280<\/td>\nTABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH <\/td>\n<\/tr>\n
281<\/td>\nTABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
282<\/td>\nTABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAMEB RICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
283<\/td>\nEQUATION 7-6
EQUATION 7-7
TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) <\/td>\n<\/tr>\n
284<\/td>\nTABLE 721.3.5 MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches)
EQUATION 7-8
EQUATION 7-9
EQUATION 7-10
TABLE 721.4.1(3) VALUES OF Rn0.59
TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a <\/td>\n<\/tr>\n
285<\/td>\nTABLE 721.4.1(5) REINFORCED MASONRY LINTELS
TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-11
FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12 <\/td>\n<\/tr>\n
286<\/td>\nFIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM
EQUATION 7-13 <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
EQUATION 7-14
EQUATION 7-15 <\/td>\n<\/tr>\n
288<\/td>\nFIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
EQUATION 7-16 <\/td>\n<\/tr>\n
289<\/td>\nTABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
290<\/td>\nTABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
291<\/td>\nTABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
292<\/td>\nTABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
293<\/td>\nTABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
294<\/td>\nTABLE 721.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
295<\/td>\nTABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
296<\/td>\nTABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] <\/td>\n<\/tr>\n
297<\/td>\nTABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
299<\/td>\nEQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21
TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES <\/td>\n<\/tr>\n
300<\/td>\nTABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
301<\/td>\nFIGURE 721.6.3(1) LOAD FIGURE
FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
302<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 7A \u2013 MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE <\/td>\n<\/tr>\n
304<\/td>\nCHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
SECTION 701A SCOPE, PURPOSE AND APPLICATION <\/td>\n<\/tr>\n
305<\/td>\nSECTION 702A DEFINITIONS <\/td>\n<\/tr>\n
306<\/td>\nSECTION 703A STANDARDS OF QUALITY
SECTION 704A IGNITION-RESISTANT CONSTRUCTION
SECTION 705A ROOFING <\/td>\n<\/tr>\n
307<\/td>\nSECTION 706A VENTS
SECTION 707A EXTERIOR COVERING <\/td>\n<\/tr>\n
309<\/td>\nSECTION 708A EXTERIOR WINDOWS AND DOORS
SECTION 709A DECKING <\/td>\n<\/tr>\n
310<\/td>\nSECTION 710A ACCESSORY STRUCTURES <\/td>\n<\/tr>\n
312<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 8 \u2013 INTERIOR FINISHES <\/td>\n<\/tr>\n
314<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
316<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
317<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
318<\/td>\n[F] SECTION 806 DECORATIVE MATERIALS AND TRIM
SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
320<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS <\/td>\n<\/tr>\n
321<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
322<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
323<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
324<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
325<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
326<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
329<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
331<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
333<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
336<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
338<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
341<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE
[F] TABLE 906.1\u2014continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE <\/td>\n<\/tr>\n
342<\/td>\n[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH <\/td>\n<\/tr>\n
343<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
355<\/td>\n[F] TABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
357<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
359<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
360<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
364<\/td>\nSECTION 910 SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
365<\/td>\n[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
366<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
367<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
368<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
370<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS <\/td>\n<\/tr>\n
371<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
372<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
373<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
374<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
375<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
378<\/td>\nSECTION 1004 OCCUPANT LOAD
TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
379<\/td>\nSECTION 1005 EGRESS WIDTH
SECTION 1006 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
380<\/td>\nSECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
383<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
384<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
389<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
392<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
393<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
395<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
396<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
397<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
398<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
399<\/td>\nTABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
400<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
401<\/td>\nSECTION 1017 AISLES
SECTION 1018 CORRIDORS <\/td>\n<\/tr>\n
402<\/td>\nTABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
403<\/td>\nSECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND CONTINUITY
TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD <\/td>\n<\/tr>\n
404<\/td>\nTABLE 1021.2 STORIES WITH ONE EXIT
SECTION 1022 EXIT ENCLOSURES <\/td>\n<\/tr>\n
406<\/td>\nSECTION 1023 EXIT PASSAGEWAYS
SECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
408<\/td>\nSECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
409<\/td>\nSECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS
SECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
410<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
412<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
414<\/td>\nTABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
415<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
418<\/td>\nCHAPTER 11 RESERVED <\/td>\n<\/tr>\n
420<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11A \u2013 HOUSING ACCESSIBILITY <\/td>\n<\/tr>\n
422<\/td>\nCHAPTER 11A HOUSING ACCESSIBILITY
DIVISION I \u2013 APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS
SECTION 1101A APPLICATION
SECTION 1102A BUILDING ACCESSIBILITY <\/td>\n<\/tr>\n
423<\/td>\nSECTION 1103A DESIGN AND CONSTRUCTION
SECTION 1104A COVERED MULTIFAMILY DWELLINGS <\/td>\n<\/tr>\n
424<\/td>\nSECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES
SECTION 1106A SITE AND BUILDING CHARACTERISTICS
SECTION 1107A DEFINITIONS <\/td>\n<\/tr>\n
427<\/td>\nDIVISION II \u2013 EXTERIOR FACILITIES
SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL
SECTION 1109A PARKING FACILITIES <\/td>\n<\/tr>\n
429<\/td>\nSECTION 1110A EXTERIOR ROUTES OF TRAVEL
SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
430<\/td>\nSECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES
SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
431<\/td>\nSECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
TABLE – EXAMPLES OF RAMP DIMENSIONS <\/td>\n<\/tr>\n
432<\/td>\nSECTION 1115A EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
433<\/td>\nSECTION 1116A HAZARDS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
434<\/td>\nDIVISION III \u2013 BUILDING FEATURES
SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY
SECTION 1118A EGRESS AND AREAS OF REFUGE
SECTION 1119A INTERIOR ROUTES OF TRAVEL
SECTION 1120A INTERIOR ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
435<\/td>\nSECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES
TABLE – EXAMPLES OF RAMP DIMENSIONS <\/td>\n<\/tr>\n
436<\/td>\nSECTION 1123A INTERIOR STAIRWAYS <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS <\/td>\n<\/tr>\n
439<\/td>\nSECTION 1125A HAZARDS ON ACCESSIBLE ROUTES
SECTION 1126A DOORS <\/td>\n<\/tr>\n
440<\/td>\nSECTION 1127A COMMON USE FACILITIES <\/td>\n<\/tr>\n
447<\/td>\nDIVISION IV \u2013 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 <\/td>\n<\/tr>\n
449<\/td>\nSECTION 1133A KITCHENS
SECTION 1134A BATHING AND TOILET FACILITIES <\/td>\n<\/tr>\n
452<\/td>\nSECTION 1135A LAUNDRY ROOMS
SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS <\/td>\n<\/tr>\n
454<\/td>\nDIVISION V \u2013 FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS
SECTION 1137A OTHER FEATURES AND FACILITIES
SECTION 1138A RESERVED
SECTION 1139A ACCESSIBLE DRINKING FOUNTAINS
SECTION 1140A ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
455<\/td>\nSECTION 1141A ACCESSIBLE SWIMMING POOLS <\/td>\n<\/tr>\n
456<\/td>\nSECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
SECTION 1143A SIGNAGE <\/td>\n<\/tr>\n
457<\/td>\nSECTION 1144A RESERVED
SECTION 1145A RESERVED
SECTION 1146A RESERVED
SECTION 1147A RESERVED
SECTION 1148A RESERVED
SECTION 1149A RESERVED <\/td>\n<\/tr>\n
458<\/td>\nDIVISION VI \u2013 SITE IMPRACTICALITY TESTS
SECTION 1150A SITE IMPRACTICALITY TESTS <\/td>\n<\/tr>\n
460<\/td>\nDIVISION VII \u2013 FIGURES (NOTE: FIGURES ATTACHED FOLLOWING EXPRESS TERMS)
FIGURE 11A-1A\u2014INTERNATIONAL ACCESSIBILITY SYMBOL <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 11A-1B\u2014OVERHANGING OBSTRUCTION <\/td>\n<\/tr>\n
462<\/td>\nFIGURE 11A-1C\u2014WIDTH OF ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 11A-1D\u2014MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS
FIGURE 11A-1E\u2014MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR
FIGURE 11A-1F\u2014MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS <\/td>\n<\/tr>\n
464<\/td>\nFIGURE 11A-1G\u2014MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
465<\/td>\nFIGURE 11A-1H\u2014MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
466<\/td>\nFIGURE 11A-1I\u2014FORWARD REACH <\/td>\n<\/tr>\n
467<\/td>\nFIGURE 11A-1J\u2014SIDE REACH <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 11A-1K\u2014MINIMUM CLEARANCES FOR SEATING AND TABLE <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 11A-1L\u2014CORRIDOR OVER 200 FEET (60 960 mm) <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 11A-2A\u2014DOUBLE PARKING STALLS <\/td>\n<\/tr>\n
471<\/td>\nFIGURE 11A-2B\u2014SINGLE AND VAN ACCESSIBLE PARKING STALLS
FIGURE 11A-2C\u2014DIAGONAL PARKING STALLS <\/td>\n<\/tr>\n
472<\/td>\nFIGURE 11A-3A\u2014CURB DETAILS <\/td>\n<\/tr>\n
473<\/td>\nFIGURE 11A-3B\u2014CURB DETAIL <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 11A-3C\u2014CURB DETAIL <\/td>\n<\/tr>\n
475<\/td>\nFIGURE 11A-3D\u2014CURB DETAIL
FIGURE 11A-3E\u2014CURB DETAIL <\/td>\n<\/tr>\n
476<\/td>\nFIGURE 11A-3F\u2014CURB DETAIL
FIGURE 11A-3G\u2014CURB DETAIL <\/td>\n<\/tr>\n
477<\/td>\nFIGURE 11A-3H\u2014CURB DETAIL
FIGURE 11A-3I\u2014CURB DETAIL <\/td>\n<\/tr>\n
478<\/td>\nFIGURE 11A-3J\u2014CURB DETAIL
FIGURE 11A-3K\u2014CURB DETAIL <\/td>\n<\/tr>\n
479<\/td>\nFIGURE 11A-3L\u2014CURB SECTIONS <\/td>\n<\/tr>\n
480<\/td>\nFIGURE 11A-3M – RETURNED CURB STYLE (See Figure 11B-21)
FIGURE 11A-3N – TRUNCATED DOMES (See Figure 11B-23A)
FIGURE 11A-3\u2014(RESERVED) <\/td>\n<\/tr>\n
481<\/td>\nFIGURE 11A-5A\u2014RAMPS AND SIDEWALKS <\/td>\n<\/tr>\n
482<\/td>\nFIGURE 11A-6A\u2014WARNING STRIPING AND HANDRAIL EXTENSIONS <\/td>\n<\/tr>\n
483<\/td>\nFIGURE 11A-6B\u2014STAIR HANDRAILS <\/td>\n<\/tr>\n
484<\/td>\nFIGURE 11A-6C\u2014RAMP DIMENSIONS <\/td>\n<\/tr>\n
485<\/td>\nFIGURE 11A-6D\u2014RAMP LANDING AND DOORWAY <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 11A-6E\u2014STAIR HANDRAILS <\/td>\n<\/tr>\n
487<\/td>\nFIGURE 11A-7A\u2014MINIMUM DIMENSIONS OF ELEVATOR CARS <\/td>\n<\/tr>\n
488<\/td>\nFIGURE 11A-7B\u2014ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
489<\/td>\nFIGURE 11A-7C\u2014HOISTWAY AND ELEVATOR ENTRANCES
FIGURE 11A-7D\u2014GRAPH OF TIMING EQUATION <\/td>\n<\/tr>\n
490<\/td>\nFIGURE 11A-8A\u2014FRONT APPROACHES\u2014SWINGING DOORS
FIGURE 11A-8B\u2014HINGE-SIDE APPROACHES\u2014SWINGING DOORS <\/td>\n<\/tr>\n
491<\/td>\nFIGURE 11A-8C\u2014LATCH-SIDE APPROACHES\u2014SWINGING DOORS
FIGURE 11A-8D\u2014FRONT APPROACH\u2014SLIDINGDOORS AND FOLDING DOORS
FIGURE 11A-8E\u2014SLIDE SIDE APPROACH\u2014SLIDINGDOORS AND FOLDING DOORS
FIGURE 11A-8F\u2014LATCH SIDE APPROACH\u2014SLIDING DOORSAND FOLDING DOORS <\/td>\n<\/tr>\n
492<\/td>\nFIGURE 11A-8G\u2014VESTIBULE <\/td>\n<\/tr>\n
493<\/td>\nFIGURE 11A-8H\u2014VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY) <\/td>\n<\/tr>\n
494<\/td>\nFIGURE 11A-8I\u2014THRESHOLDS <\/td>\n<\/tr>\n
495<\/td>\nFIGURE 11A-8J\u2014PLATFORM AT SECONDARY EXTERIOR DOOR
FIGURE 11A-8K\u2014RAMP AT SECONDARY EXTERIOR DOOR <\/td>\n<\/tr>\n
496<\/td>\nFIGURE 11A-9A\u2014MULTIPLE ACCOMMODATION TOILET FACILITY <\/td>\n<\/tr>\n
497<\/td>\nFIGURE 11A-9B <\/td>\n<\/tr>\n
498<\/td>\nFIGURE 11A-9C\u2014GRAB BAR SECTION <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 11A-9D\u2014KNEE CLEARANCE <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 11A-9E\u2014CLEAR FLOOR SPACE AT BATHTUBS <\/td>\n<\/tr>\n
501<\/td>\nFIGURE 11A-9F\u2014GRAB BARS AT BATHTUBS <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 11A-9G <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 11A-9H\u2014ROLL-IN SHOWER <\/td>\n<\/tr>\n
504<\/td>\nFIGURE 11A-9I\u2014ROLL-IN SHOWER <\/td>\n<\/tr>\n
505<\/td>\nFIGURE 11A-9J\u2014OPEN SHOWER <\/td>\n<\/tr>\n
506<\/td>\nFIGURE 11A-9K\u2014ALTERNATIVE ROLL-IN <\/td>\n<\/tr>\n
507<\/td>\nFIGURE 11A-9L\u2014SHOWER WITH WATER CLOSET
FIGURE 11A-9M\u2014WING WALL OR CABINET AT WATER CLOSET <\/td>\n<\/tr>\n
508<\/td>\nFIGURE 11A-10A\u2014KITCHEN SPECIFICATIONS <\/td>\n<\/tr>\n
509<\/td>\nFIGURE 11A-11A\u2014WATER FOUNTAINS <\/td>\n<\/tr>\n
510<\/td>\nFIGURE 11A-11B\u2014MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES <\/td>\n<\/tr>\n
511<\/td>\nFIGURE 11A-11C\u2014INTERNATIONAL TTY SYMBOL
FIGURE 11A-11D\u2014VOLUME CONTROL TELEPHONES
FIGURE 11A-11E\u2014INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS <\/td>\n<\/tr>\n
512<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11B \u2013 ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING <\/td>\n<\/tr>\n
514<\/td>\nCHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING
DIVISION I \u2013 NEW BUILDINGS
SECTION 1101B SCOPE
SECTION 1102B DEFINITIONS <\/td>\n<\/tr>\n
517<\/td>\nSECTION 1103B BUILDING ACCESSIBILITY <\/td>\n<\/tr>\n
518<\/td>\nSECTION 1104B ACCESSIBILITY FOR GROUP A OCCUPANCIES <\/td>\n<\/tr>\n
519<\/td>\nTABLE 11B-1 WHEELCHAIR SEATING SPACES <\/td>\n<\/tr>\n
521<\/td>\nSECTION 1105B ACCESSIBILITY FOR GROUP B OCCUPANCIES <\/td>\n<\/tr>\n
522<\/td>\nSECTION 1106B ACCESSIBILITY FOR GROUP E OCCUPANCIES <\/td>\n<\/tr>\n
523<\/td>\nSECTION 1107B FACTORIES AND WAREHOUSES
SECTION 1108B ACCESSIBILITY FOR GROUP H OCCUPANCIES <\/td>\n<\/tr>\n
524<\/td>\nSECTION 1109B ACCESSIBILITY FOR GROUP I OCCUPANCIES
SECTION 1110B ACCESSIBILITY FOR GROUP M OCCUPANCIES <\/td>\n<\/tr>\n
525<\/td>\nTABLE 11B-2 CHECK STANDS <\/td>\n<\/tr>\n
526<\/td>\nSECTION 1111B ACCESSIBILITY FOR GROUP R OCCUPANCIES <\/td>\n<\/tr>\n
527<\/td>\nTABLE 11B-3 ADDITIONAL ACCESSIBILITY REQUIRED IN GUEST ROOMS OR SUITES*
TABLE 11B-4 ADDITIONAL ACCESSIBILITY REQUIRED FOR HEARING IMPAIRED IN GUEST ROOMS* <\/td>\n<\/tr>\n
528<\/td>\nSECTION 1112B RESERVED
SECTION 1113B RESERVED
SECTION 1114B FACILITY ACCESSIBILITY <\/td>\n<\/tr>\n
529<\/td>\nSECTION 1115B BATHING AND TOILET FACILITIES (SANITARY FACILITIES) <\/td>\n<\/tr>\n
530<\/td>\nTABLE 1115B-1 SUGGESTED DIMENSIONS FOR CHILDREN\u2019S USE <\/td>\n<\/tr>\n
535<\/td>\nSECTION 1116B ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS <\/td>\n<\/tr>\n
538<\/td>\nSECTION 1117B OTHER BUILDING COMPONENTS <\/td>\n<\/tr>\n
539<\/td>\nTABLE – PUBLIC TELEPHONE REQUIREMENTS (SEE FIGURE 11B-4) <\/td>\n<\/tr>\n
541<\/td>\nTABLE – VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
545<\/td>\nTABLE 11B-5 MAXIMUM REACH DEPTH FOR AUTOMATED TELLER MACHINES <\/td>\n<\/tr>\n
546<\/td>\nSECTION 1118B SPACE ALLOWANCE AND REACH RANGES
SECTION 1119B SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE
SECTION 1120B FLOOR AND LEVELS <\/td>\n<\/tr>\n
547<\/td>\nSECTION 1121B TRANSPORTATION FACILITIES <\/td>\n<\/tr>\n
550<\/td>\nSECTION 1122B FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS <\/td>\n<\/tr>\n
551<\/td>\nSECTION 1123B ACCESS TO EMPLOYEE AREAS
SECTION 1124B GROUND AND FLOOR SURFACES
SECTION 1125B STORAGE
SECTION 1126B VENDING MACHINES AND OTHER EQUIPMENT <\/td>\n<\/tr>\n
552<\/td>\nDIVISION II\u2014SITE ACCESSIBILITY
SECTION 1127B EXTERIOR ROUTES OF TRAVEL <\/td>\n<\/tr>\n
553<\/td>\nSECTION 1128B PEDESTRIAN GRADE SEPARATIONS (OVERPASSES AND UNDERPASSES)
SECTION 1129B ACCESSIBLE PARKING REQUIRED <\/td>\n<\/tr>\n
554<\/td>\nTABLE 11B-6 SPACES REQUIRED <\/td>\n<\/tr>\n
555<\/td>\nSECTION 1130B PARKING STRUCTURES
SECTION 1131B PASSENGER DROP-OFF AND LOADING ZONES
SECTION 1132B OUTDOOR OCCUPANCIES <\/td>\n<\/tr>\n
557<\/td>\nDIVISON III\u2014ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL
SECTION 1133B GENERAL ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL <\/td>\n<\/tr>\n
561<\/td>\nTABLE – EXAMPLES OF RAMP DIMENSIONS <\/td>\n<\/tr>\n
564<\/td>\nDIVISION IV\u2014ACCESSIBILITY FOR EXISTING BUILDINGS
SECTION 1134B ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
565<\/td>\nSECTION 1135B HISTORIC PRESERVATION\u2014SPECIAL STANDARDS OF ACCESSIBILITY FOR BUILDINGS WITH HISTORICAL SIGNIFICANCE <\/td>\n<\/tr>\n
566<\/td>\nFIGURE 11B-1A <\/td>\n<\/tr>\n
567<\/td>\nFIGURE 11B-1B\u2014MULTIPLE-ACCOMMODATION TOILET FACILITY <\/td>\n<\/tr>\n
568<\/td>\nFIGURE 11B-1C\u2014TYPICAL GRAB BAR SECTION <\/td>\n<\/tr>\n
569<\/td>\nFIGURE 11B-1D\u2014KNEE CLEARANCE <\/td>\n<\/tr>\n
570<\/td>\nFIGURE 11B-1E\u2014CLEARANCES AT WATER CLOSETS <\/td>\n<\/tr>\n
571<\/td>\nFIGURE 11B-2A\u2014SHOWER STALLS <\/td>\n<\/tr>\n
572<\/td>\nFIGURE 11B-2B\u2014SHOWER STALLS\u2014continued <\/td>\n<\/tr>\n
573<\/td>\nFIGURE 11B-2C\u2014SHOWER STALLS\u2014continued <\/td>\n<\/tr>\n
574<\/td>\nFIGURE 11B-2D\u2014SHOWER SEAT <\/td>\n<\/tr>\n
575<\/td>\nFIGURE 11B-3A\u2014DRINKING FOUNTAINS <\/td>\n<\/tr>\n
576<\/td>\nFIGURE 11B-3B\u2014DRINKING FOUNTAINS\u2014continued <\/td>\n<\/tr>\n
577<\/td>\nFIGURE 11B-4\u2014MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES <\/td>\n<\/tr>\n
578<\/td>\nFIGURE 11B-5A\u2014MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
579<\/td>\nFIGURE 11B-5B\u2014DOOR WIDTH <\/td>\n<\/tr>\n
580<\/td>\nFIGURE 11B-5C\u2014FORWARD REACH <\/td>\n<\/tr>\n
581<\/td>\nFIGURE 11B-5D\u2014SIDE REACH <\/td>\n<\/tr>\n
582<\/td>\nFIGURE 11B-5E\u2014WIDTH OF ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
583<\/td>\nFIGURE 11B-5F\u2014ATM REACH RANGE LIMITS <\/td>\n<\/tr>\n
584<\/td>\nFIGURE 11B-6\u2014INTERNATIONAL ACCESSIBILITY SYMBOL <\/td>\n<\/tr>\n
585<\/td>\nFIGURE 11B-7A\u2014PROTRUDING OBJECTS <\/td>\n<\/tr>\n
586<\/td>\nFIGURE 11B-7B\u2014OBJECTS MOUNTED ON POSTS OR PYLONS <\/td>\n<\/tr>\n
587<\/td>\nFIGURE 11B-7C\u2014OVERHANGING AND OVERHEAD HAZARDS <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 11B-7D\u2014PROTECTION AROUND WALL-MOUNTED OBJECTS <\/td>\n<\/tr>\n
589<\/td>\nFIGURE 11B-7E <\/td>\n<\/tr>\n
590<\/td>\nFIGURE 11B-8\u2014CLEAR FLOOR SPACE AT BATHTUBS <\/td>\n<\/tr>\n
591<\/td>\nFIGURE 11B-9\u2014GRAB BARS AT BATHTUBS <\/td>\n<\/tr>\n
592<\/td>\nFIGURE 11B-12\u2014WHEELCHAIR TURNING SPACE <\/td>\n<\/tr>\n
593<\/td>\nFIGURE 11B-13\u2014MINIMUM CLEARANCES FOR SEATING AND TABLE <\/td>\n<\/tr>\n
594<\/td>\nFIGURE 11B-14A\u2014INTERNATIONAL TTY SYMBOL
FIGURE 11B-14B\u2014VOLUME CONTROL TELEPHONES
FIGURE 11B-14C\u2014INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS <\/td>\n<\/tr>\n
595<\/td>\nFIGURE 11B-15\u2014SPACE REQUIREMENTS FOR WHEELCHAIR SEATING <\/td>\n<\/tr>\n
596<\/td>\nFIGURE 11B-16\u2014FOOD SERVICE LINES
FIGURE 11B-17\u2014TABLEWARE AREAS <\/td>\n<\/tr>\n
597<\/td>\nFIGURE 11B-18A\u2014DOUBLE PARKING STALLS <\/td>\n<\/tr>\n
598<\/td>\nFIGURE 11B-18B\u2014SINGLE PARKING STALLS
FIGURE 11B-18C\u2014DIAGONAL PARKING STALLS <\/td>\n<\/tr>\n
599<\/td>\nFIGURE 11B-19A\u2014CURB DETAILS <\/td>\n<\/tr>\n
600<\/td>\nFIGURE 11B-19B\u2014CURB DETAIL <\/td>\n<\/tr>\n
601<\/td>\nFIGURE 11B-19C\u2014CURB DETAIL <\/td>\n<\/tr>\n
602<\/td>\nFIGURE 11B-20A\u2014CURB DETAIL\u2014CASES A AND B <\/td>\n<\/tr>\n
603<\/td>\nFIGURE 11B-20B\u2014CURB DETAIL\u2014CASES C AND D <\/td>\n<\/tr>\n
604<\/td>\nFIGURE 11B-20C\u2014CURB DETAIL\u2014CASES E AND F <\/td>\n<\/tr>\n
605<\/td>\nFIGURE 11B-20D\u2014CURB DETAIL\u2014CASES G AND H <\/td>\n<\/tr>\n
606<\/td>\nFIGURE 11B-20E\u2014CURB SECTIONS <\/td>\n<\/tr>\n
607<\/td>\nFIGURE 11B-21\u2014RETURNED CURB STYLE <\/td>\n<\/tr>\n
608<\/td>\nFIGURE 11B-22\u2014CURB RAMPS AT MARKED CROSSING <\/td>\n<\/tr>\n
609<\/td>\nFIGURE 11B-23A\u2014TRUNCATED DOMES <\/td>\n<\/tr>\n
610<\/td>\nFIGURE 11B-23B\u2014DIRECTIONAL BARS <\/td>\n<\/tr>\n
611<\/td>\nFIGURE 11B-24\u2014ACCESS AISLE AT PASSENGER LOADING ZONES <\/td>\n<\/tr>\n
612<\/td>\nFIGURE 11B-25\u2014OBSTRUCTIONS <\/td>\n<\/tr>\n
613<\/td>\nFIGURE 11B-26A\u2014LEVEL MANEUVERING CLEARANCE AT DOORS <\/td>\n<\/tr>\n
614<\/td>\nFIGURE 11B-26B\u2014LEVEL MANEUVERING CLEARANCE AT DOORS\u2014continued <\/td>\n<\/tr>\n
615<\/td>\nFIGURE 11B-26C\u2014LEVEL MANEUVERING CLEARANCE AT DOORS\u2014continued <\/td>\n<\/tr>\n
616<\/td>\nFIGURE 11B-27\u2014RAMPS AND SIDEWALKS <\/td>\n<\/tr>\n
617<\/td>\nFIGURE 11B-28\u2014OVERHANGING OBSTRUCTION <\/td>\n<\/tr>\n
618<\/td>\nFIGURE 11B-29\u2014DOOR CONSTRUCTION <\/td>\n<\/tr>\n
619<\/td>\nFIGURE 11B-30\u2014VESTIBULE <\/td>\n<\/tr>\n
620<\/td>\nFIGURE 11B-31\u2014VESTIBULE (SERVING OTHER THAN REQUIRED EXIT STAIRWAY) <\/td>\n<\/tr>\n
621<\/td>\nFIGURE 11B-32\u2014THRESHOLDS <\/td>\n<\/tr>\n
622<\/td>\nFIGURE 11B-33\u2014CLEAR DOOR WIDTH AND DEPTH <\/td>\n<\/tr>\n
623<\/td>\nFIGURE 11B-34\u2014CORRIDOR OVER 200 FEET (60 960 mm) <\/td>\n<\/tr>\n
624<\/td>\nFIGURE 11B-35\u2014WARNING STRIPING AND HANDRAIL EXTENSIONS <\/td>\n<\/tr>\n
625<\/td>\nFIGURE 11B-36\u2014STAIR HANDRAILS <\/td>\n<\/tr>\n
626<\/td>\nFIGURE 11B-37\u2014STAIR HANDRAILS <\/td>\n<\/tr>\n
627<\/td>\nFIGURE 11B-38\u2014RAMP DIMENSIONS <\/td>\n<\/tr>\n
628<\/td>\nFIGURE 11B-39\u2014RAMP LANDING AND DOORWAY <\/td>\n<\/tr>\n
629<\/td>\nFIGURE 11B-40\u2014CLEANER AIR SYMBOL <\/td>\n<\/tr>\n
630<\/td>\nFIGURE 11B-40A\u2014MINIMUM DIMENSIONS OF ELEVATOR CARS <\/td>\n<\/tr>\n
631<\/td>\nFIGURE 11B-40B\u2014ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
632<\/td>\nFIGURE 11B-40C\u2014HOISTWAY AND ELEVATOR ENTRANCES
FIGURE 11B-40D\u2014GRAPH OF TIMING EQUATION <\/td>\n<\/tr>\n
634<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 11C \u2013 STANDARDS FOR CARD READERS AT GASOLINE FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
636<\/td>\nCHAPTER 11C STANDARDS FOR CARD READERS AT GASOLINE FUEL-DISPENSING FACILITIES
SECTION 1101C CARD-READER DEVICES AT FUEL-DISPENSING EQUIPMENT
SECTION 1102C APPLICATION
SECTION 1103C NUMBER OF ACCESSIBLE CARD-READING DEVICES REQUIRED
SECTION 1104C REQUIRED FEATURES <\/td>\n<\/tr>\n
637<\/td>\nFIGURE 11C-1 CARD READERS MOUNTED IN FUEL DISPENSERS <\/td>\n<\/tr>\n
638<\/td>\nFIGURE 11C-2 CARD READERS LOCATED ON FREE-STANDING PEDESTALS <\/td>\n<\/tr>\n
640<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 12 \u2013 INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n
642<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
643<\/td>\nSECTION 1204 TEMPERATURE CONTROL <\/td>\n<\/tr>\n
644<\/td>\nSECTION 1205 LIGHTING
SECTION 1206 YARDS OR COURTS <\/td>\n<\/tr>\n
645<\/td>\nSECTION 1207 [HCD 1 & HCD 2] SOUND TRANSMISSION <\/td>\n<\/tr>\n
647<\/td>\nSECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
648<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS
SECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS <\/td>\n<\/tr>\n
649<\/td>\nSECTION 1212 RESERVED
SECTION 1213 RESERVED
SECTION 1214 RESERVED
SECTION 1215 RESERVED
SECTION 1216 RESERVED
SECTION 1217 RESERVED
SECTION 1218 RESERVED
SECTION 1219 RESERVED
SECTION 1220 RESERVED
SECTION 1221 RESERVED
SECTION 1222 RESERVED
SECTION 1223 RESERVED
SECTION 1224 [OSHPD 1] HOSPITALS <\/td>\n<\/tr>\n
652<\/td>\nTABLE 1224.1 ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
653<\/td>\nTABLE 1224.1\u2014continued ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
654<\/td>\nTABLE 1224.2 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1,6 <\/td>\n<\/tr>\n
655<\/td>\nTABLE 1224.3 SOUND TRANSMISSION LIMITATIONS IN ACUTE CARE GENERAL HOSPITALS <\/td>\n<\/tr>\n
677<\/td>\nSECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES <\/td>\n<\/tr>\n
682<\/td>\nSECTION 1226 [OSHPD 3] CLINICS <\/td>\n<\/tr>\n
685<\/td>\nSECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS <\/td>\n<\/tr>\n
690<\/td>\nSECTION 1228 RESERVED
SECTION 1229 RESERVED
SECTION 1230 [CSA] MINIMUM STANDARDS FOR JUVENILE FACILITIES <\/td>\n<\/tr>\n
691<\/td>\nTABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES <\/td>\n<\/tr>\n
694<\/td>\nSECTION 1231 [CSA] LOCAL DETENTION <\/td>\n<\/tr>\n
695<\/td>\nTABLE 1231A REQUIRED SPACES AND EQUIPMENT IN LOCAL DETENTION FACILITIES <\/td>\n<\/tr>\n
700<\/td>\nSECTION 1232 RESERVED
SECTION 1233 RESERVED
SECTION 1234 RESERVED
SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS)
SECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS <\/td>\n<\/tr>\n
701<\/td>\nSECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES
SECTION 1238 RESERVED
SECTION 1239 RESERVED
SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS <\/td>\n<\/tr>\n
702<\/td>\nTABLE 1240.15.1 <\/td>\n<\/tr>\n
703<\/td>\nSECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES
SECTION 1242 [AGR] RENDERERS
SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
704<\/td>\nSECTION 1244 RESERVED
SECTION 1245 RESERVED
SECTION 1246 RESERVED
SECTION 1247 RESERVED
SECTION 1248 RESERVED
SECTION 1249 RESERVED
SECTION 1250 [CA] PHARMACIES
SECTION 1251 [CA] VETERINARY FACILITIES <\/td>\n<\/tr>\n
705<\/td>\nSECTION 1252 [CA] BARBER COLLEGES AND SHOPS
SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS <\/td>\n<\/tr>\n
706<\/td>\nSECTION 1254 [CA] ACUPUNCTURE OFFICES <\/td>\n<\/tr>\n
708<\/td>\nCHAPTER 13 ENERGY EFFICIENCY <\/td>\n<\/tr>\n
710<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 14 \u2013 EXTERIOR WALLS <\/td>\n<\/tr>\n
712<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
713<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
714<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
715<\/td>\nTABLE 1405.3.1 [Not adopted by HCD 1 & HCD 2] CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
718<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
719<\/td>\nTABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
720<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
721<\/td>\nSECTION 1409 [DSA-SS & DSA-SS\/CC, OSHPD 1, 2 AND 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER. <\/td>\n<\/tr>\n
722<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 15 \u2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
724<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
725<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
726<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
727<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
728<\/td>\nTABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
729<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
730<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
731<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
HELPFUL LINKS <\/td>\n<\/tr>\n
733<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
734<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
735<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
736<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
737<\/td>\nTABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
738<\/td>\nSECTION 1510 REROOFING <\/td>\n<\/tr>\n
739<\/td>\nSECTION 1511 [DSA-SS & DSA-SS\/CC and OSHPD 1, 2 and 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS <\/td>\n<\/tr>\n
740<\/td>\nINDEX <\/td>\n<\/tr>\n
780<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
782<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
783<\/td>\nI-CODES TOOLS FOR YOUR 2010 CALIFORNIA CODE <\/td>\n<\/tr>\n
784<\/td>\n2011_LA_Cnty_Building_Vol_II
2011 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2010 CBC AND 2009 IBC\u00ae <\/td>\n<\/tr>\n
785<\/td>\nCOUNTY OF LOS ANGELES 2011 BUILDING CODE ADOPTING BY REFERENCE PORTIONS OF THE 2010 EDITION CALIFORNIA BUILDING CODE VOLUME 2 TITLE PAGE <\/td>\n<\/tr>\n
786<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
787<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
789<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
791<\/td>\nCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS <\/td>\n<\/tr>\n
793<\/td>\nEFFECTIVE USE OF THE IBC\/CBC <\/td>\n<\/tr>\n
803<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
805<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
807<\/td>\nORDINANCE <\/td>\n<\/tr>\n
809<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
823<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
824<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN\u2014continued <\/td>\n<\/tr>\n
825<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN\u2014continued <\/td>\n<\/tr>\n
827<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
828<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
829<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
830<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
831<\/td>\nTABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
832<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
833<\/td>\nEQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
834<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
835<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
836<\/td>\nTABLE 1607.6 UNIFORM AND CONCENTRATED LOADS
EQUATION 16-22 <\/td>\n<\/tr>\n
837<\/td>\nTABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-23
EQUATION 16-24 <\/td>\n<\/tr>\n
838<\/td>\nEQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31 <\/td>\n<\/tr>\n
839<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
840<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
841<\/td>\nFIGURE 1608.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
842<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
843<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
EQUATION 16-32
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDS <\/td>\n<\/tr>\n
844<\/td>\nFIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
845<\/td>\nFIGURE 1609\u2014continued BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
846<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE <\/td>\n<\/tr>\n
847<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE <\/td>\n<\/tr>\n
848<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE <\/td>\n<\/tr>\n
849<\/td>\nEQUATION 16-33 <\/td>\n<\/tr>\n
850<\/td>\nEQUATION 16-34
TABLE 1609.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa <\/td>\n<\/tr>\n
851<\/td>\nTABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
852<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
853<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
854<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
855<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
856<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-35 <\/td>\n<\/tr>\n
857<\/td>\n[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
858<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
859<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
860<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
861<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
862<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
864<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
865<\/td>\nTABLE 1613.5.2 SITE CLASS DEFINITIONS
TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Fa
TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FV <\/td>\n<\/tr>\n
866<\/td>\nEQUATION 16-36
EQUATION 16-37
EQUATION 16-38
EQUATION 16-39
TABLE 1613.5.5 SITE CLASSIFICATION
EQUATION 16-40
EQUATION 16-41
EQUATION 16-42 <\/td>\n<\/tr>\n
867<\/td>\nEQUATION 16-43
TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
869<\/td>\nEQUATION 16-44
EQUATION 16-45 <\/td>\n<\/tr>\n
873<\/td>\nSECTION 1614 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
874<\/td>\nEQUATION 16-46 <\/td>\n<\/tr>\n
875<\/td>\nEQUATION 16-47 <\/td>\n<\/tr>\n
876<\/td>\nFIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
877<\/td>\nFIGURE 1613.5(1)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
878<\/td>\nFIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
879<\/td>\nFIGURE 1613.5(2)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
880<\/td>\nFIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
881<\/td>\nFIGURE 1613.5(3)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
882<\/td>\nFIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
883<\/td>\nFIGURE 1613.5(4)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
884<\/td>\nFIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
885<\/td>\nFIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
886<\/td>\nFIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
887<\/td>\nFIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
888<\/td>\nFIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
889<\/td>\nFIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
890<\/td>\nFIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
891<\/td>\nFIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
892<\/td>\nFIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
893<\/td>\nFIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
894<\/td>\nFIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
895<\/td>\nSECTION 1615 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
897<\/td>\nEQUATION 12.8-16 <\/td>\n<\/tr>\n
901<\/td>\nTABLE – ALLOWABLE RAIL DEFLECTION <\/td>\n<\/tr>\n
903<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
905<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
907<\/td>\nSECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
908<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS
TABLE 1604A.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
910<\/td>\nTABLE 1604A.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605A LOAD COMBINATIONS <\/td>\n<\/tr>\n
911<\/td>\nEQUATION 16A-1
EQUATION 16A-2
EQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 16A-7
\n
EQUATION 16A-8
EQUATION 16A-9
EQUATION 16A-10
EQUATION 16A-11
EQUATION 16A-12
EQUATION 16A-13
EQUATION 16A-14
EQUATION 16A-15
EQUATION 16A-16
EQUATION 16A-17
EQUATION 16A-18
EQUATION 16A-19
EQUATION 16A-20 <\/td>\n<\/tr>\n
912<\/td>\nEQUATION 16A-21
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS
TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
913<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
914<\/td>\nTABLE 1607A.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
915<\/td>\nEQUATION 16A-22
TABLE 1607A.9.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
916<\/td>\nEQUATION 16A-23
EQUATION 16A-24
EQUATION 16A-25
EQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28
EQUATION 16A-29
EQUATION 16A-30 <\/td>\n<\/tr>\n
917<\/td>\nEQUATION 16A-31
SECTION 1608A SNOW LOADS <\/td>\n<\/tr>\n
918<\/td>\nFIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
919<\/td>\nFIGURE 1608A.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
920<\/td>\nSECTION 1609A WIND LOADS <\/td>\n<\/tr>\n
921<\/td>\nTABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
TABLE 1609A.3.1 EQUIVALENT BASIC WIND SPEEDS <\/td>\n<\/tr>\n
922<\/td>\nFIGURE 1609A BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
923<\/td>\nEQUATION 16A-32
EQUATION 16A-33 <\/td>\n<\/tr>\n
924<\/td>\nTABLE 1609A.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET <\/td>\n<\/tr>\n
925<\/td>\nTABLE 1609A.6.2(2) NET PRESSURE COEFFICIENTS, Cne <\/td>\n<\/tr>\n
926<\/td>\nTABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cne <\/td>\n<\/tr>\n
927<\/td>\nTABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
928<\/td>\nTABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
929<\/td>\nTABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cne
EQUATION 16A-34 <\/td>\n<\/tr>\n
930<\/td>\nTABLE 1610A.1 LATERAL SOIL LOAD
SECTION 1610A SOIL LATERAL LOADS
SECTION 1611A RAIN LOADS
EQUATION 16A-35 <\/td>\n<\/tr>\n
931<\/td>\n[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
932<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
933<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
934<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
935<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
936<\/td>\nSECTION 1612A FLOOD LOADS <\/td>\n<\/tr>\n
938<\/td>\nSECTION 1613A EARTHQUAKE LOADS <\/td>\n<\/tr>\n
939<\/td>\nEQUATION 16A-36
EQUATION 16A-37
TABLE 1613A.5.2 SITE CLASS DEFINITIONS
EQUATION 16A-38
EQUATION 16A-39 <\/td>\n<\/tr>\n
940<\/td>\nTABLE 1613A.5.3(1) VALUES OF SITE COEFFICIENT Fa
TABLE 1613A.5.3(2) VALUES OF SITE COEFFICIENT FV
EQUATION 16A-40
EQUATION 16A-41
EQUATION 16A-42 <\/td>\n<\/tr>\n
941<\/td>\nEQUATION 16A-43
TABLE 1613A.5.5 SITE CLASSIFICATION <\/td>\n<\/tr>\n
942<\/td>\nEQUATION 16A-44A
EQUATION 16A-44B
EQUATION 16A-45 <\/td>\n<\/tr>\n
943<\/td>\nSECTION 1614A STRUCTURAL INTEGRITY
EQUATION 16A-46 <\/td>\n<\/tr>\n
944<\/td>\nFIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16A-47 <\/td>\n<\/tr>\n
945<\/td>\nSECTION 1615A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
946<\/td>\nEQUATION 12.8-16 <\/td>\n<\/tr>\n
950<\/td>\nTABLE – ALLOWABLE RAIL DEFLECTION <\/td>\n<\/tr>\n
953<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17 \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
955<\/td>\nCHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
956<\/td>\nSECTION 1704 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
958<\/td>\nTABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
959<\/td>\nTABLE 1704.3\u2014continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
960<\/td>\nTABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
962<\/td>\nTABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
963<\/td>\nTABLE 1704.5.1\u2014continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
964<\/td>\nTABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
965<\/td>\nTABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
967<\/td>\nSECTION 1705 STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
969<\/td>\nSECTION 1706 SPECIAL INSPECTIONS FORWIND REQUIREMENTS
SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
970<\/td>\nSECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
971<\/td>\nSECTION 1709 CONTRACTOR RESPONSIBILITY
SECTION 1710 STRUCTURAL OBSERVATIONS
SECTION 1711 DESIGN STRENGTHS OF MATERIALS
SECTION 1712 ALTERNATIVE TEST PROCEDURE <\/td>\n<\/tr>\n
972<\/td>\nSECTION 1713 TEST SAFE LOAD
SECTION 1714 IN-SITU LOAD TESTS
SECTION 1715 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
973<\/td>\nSECTION 1716 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
975<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17A \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
977<\/td>\nCHAPTER 17A STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701A GENERAL
SECTION 1702A DEFINITIONS <\/td>\n<\/tr>\n
978<\/td>\nSECTION 1703A APPROVALS <\/td>\n<\/tr>\n
979<\/td>\nSECTION 1704A SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
981<\/td>\nTABLE 1704A.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
982<\/td>\nTABLE 1704A.3\u2014continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
983<\/td>\nTABLE 1704A.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
986<\/td>\nTABLE 1704A.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
987<\/td>\nTABLE 1704A.5.1\u2014continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
988<\/td>\nTABLE 1704A.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
989<\/td>\nTABLE 1704A.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1704A.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1704A.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
991<\/td>\nSECTION 1705A STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
993<\/td>\nSECTION 1706A SPECIAL INSPECTIONS FOR WIND REQUIREMENTS
SECTION 1707A SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
994<\/td>\nSECTION 1708A STRUCTURAL TESTING FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
995<\/td>\nSECTION 1709A CONTRACTOR RESPONSIBILITY
SECTION 1710A STRUCTURAL OBSERVATIONS
SECTION 1711A DESIGN STRENGTHS OF MATERIALS <\/td>\n<\/tr>\n
996<\/td>\nSECTION 1712A ALTERNATIVE TEST PROCEDURE
SECTION 1713A TEST SAFE LOAD
SECTION 1714A IN-SITU LOAD TESTS
SECTION 1715A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
997<\/td>\nSECTION 1716A MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
999<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1001<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1004<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1005<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1006<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
1007<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
1008<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
1009<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
1010<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
1011<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
1012<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
1013<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
1014<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
1015<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
1016<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u00ce\u201eC OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
1017<\/td>\nFIGURE 1809.3 STEPPED FOOTING
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1018<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1021<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1022<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
1024<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
1025<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
1031<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1033<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A DEFINITIONS <\/td>\n<\/tr>\n
1034<\/td>\nSECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1037<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL
SECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1039<\/td>\nSECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
1040<\/td>\nTABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
1041<\/td>\nEQUATION 18A-1
EQUATION 18A-2
EQUATION 18A-3
SECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
1043<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
1044<\/td>\nTABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u00ce\u201eC OF CONCRETE OR GROUT
TABLE 1808A.8.2 MINIMUM CONCRETE COVER
SECTION 1809A SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
1045<\/td>\nSECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1048<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1049<\/td>\nEQUATION 18A-4 <\/td>\n<\/tr>\n
1052<\/td>\nEQUATION 18A-6
EQUATION 18A-7
EQUATION 18A-8
EQUATION 18A-9
EQUATION 18A-10
EQUATION 18A-11 <\/td>\n<\/tr>\n
1057<\/td>\nSECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS <\/td>\n<\/tr>\n
1059<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
1060<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE\u2014continued <\/td>\n<\/tr>\n
1061<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1062<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS
TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f\u00ce\u201ec)
SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
1063<\/td>\nFIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1064<\/td>\nSECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907 DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
1065<\/td>\nSECTION 1908 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1067<\/td>\nSECTION 1909 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
1068<\/td>\nSECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1 <\/td>\n<\/tr>\n
1069<\/td>\nTABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
1070<\/td>\nSECTION 1913 SHOTCRETE <\/td>\n<\/tr>\n
1071<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
1072<\/td>\nSECTION 1916 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
1077<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
1079<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS <\/td>\n<\/tr>\n
1080<\/td>\nTABLE 1904A.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f\u00ce\u201ec)
FIGURE 1904A.3 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1081<\/td>\nSECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904A DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
1082<\/td>\nSECTION 1905A CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
1083<\/td>\nSECTION 1906A FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907A DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
1084<\/td>\nSECTION 1908A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1088<\/td>\nSECTION 1909A STRUCTURAL PLAIN CONCRETE NOT PERMITTED BY OSHPD AND DSA-SS
SECTION 1910A MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
1089<\/td>\nSECTION 1911A ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19A-1
TABLE 1911A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1912A ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
1090<\/td>\nSECTION 1913A SHOTCRETE <\/td>\n<\/tr>\n
1091<\/td>\nSECTION 1914A REINFORCED GYPSUM CONCRETE
SECTION 1915A CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
1092<\/td>\nSECTION 1916A CONCRETE, REINFORCEMENT AND ANCHOR TESTING <\/td>\n<\/tr>\n
1093<\/td>\nSECTION 1917A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
1095<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
1097<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION <\/td>\n<\/tr>\n
1099<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
1101<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1104<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
1105<\/td>\nTABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
1106<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
1107<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
1108<\/td>\nSECTION 2107 ALLOWABLE STRESS DESIGN
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
1109<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
1110<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
1112<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
1113<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1116<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(1 )NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZE <\/td>\n<\/tr>\n
1117<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
1120<\/td>\nTABLE 2114.11.3 MINIMUM THICKNESS OF MASONRY WALLS [DSA-SS\/CC] <\/td>\n<\/tr>\n
1121<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
1123<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL <\/td>\n<\/tr>\n
1124<\/td>\nSECTION 2102A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1127<\/td>\nSECTION 2103A MASONRY CONSTRUCTION MATERIALS
TABLE 2103A.10 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
1128<\/td>\nSECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
1131<\/td>\nSECTION 2105A QUALITY ASSURANCE
TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY <\/td>\n<\/tr>\n
1132<\/td>\nTABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
1133<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
EQUATION 21A-1 <\/td>\n<\/tr>\n
1134<\/td>\nTABLE 2107A.8 MINIMUM THICKNESS OF MASONRY WALLS
SECTION 2108A STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
1135<\/td>\nSECTION 2109A EMPIRICAL DESIGN OF MASONRY NOT PERMITTED BY OSHPD and DSA-SS
SECTION 2110A GLASS UNIT MASONRY
SECTION 2111A MASONRY FIREPLACES <\/td>\n<\/tr>\n
1137<\/td>\nFIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112A MASONRY HEATERS <\/td>\n<\/tr>\n
1138<\/td>\nSECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1140<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
1141<\/td>\nFIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1142<\/td>\nFIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114A NONBEARING WALLS
SECTION 2115A MASONRY SCREEN WALLS <\/td>\n<\/tr>\n
1143<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
1145<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS <\/td>\n<\/tr>\n
1146<\/td>\nSECTION 2205 STRUCTURAL STEEL
SECTION 2206 STEEL JOISTS <\/td>\n<\/tr>\n
1147<\/td>\nSECTION 2207 STEEL CABLE STRUCTURES
SECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL
SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1148<\/td>\nSECTION 2211 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
1151<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
1153<\/td>\nCHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS <\/td>\n<\/tr>\n
1154<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
1156<\/td>\nSECTION 2206A STEEL JOISTS <\/td>\n<\/tr>\n
1157<\/td>\nSECTION 2207A STEEL CABLE STRUCTURES
SECTION 2208A STEEL STORAGE RACKS
SECTION 2209A COLD-FORMED STEEL
SECTION 2210A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1158<\/td>\nSECTION 2211A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES
EQUATION 22A-1 <\/td>\n<\/tr>\n
1159<\/td>\nSECTION 2212A TESTING <\/td>\n<\/tr>\n
1161<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
1163<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
1165<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
1169<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
1170<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
1171<\/td>\nTABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n
1172<\/td>\nTABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS <\/td>\n<\/tr>\n
1173<\/td>\nTABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted) <\/td>\n<\/tr>\n
1176<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
1177<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1178<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1180<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
1181<\/td>\nEQUATION 23-1
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)
EQUATION 23-2 <\/td>\n<\/tr>\n
1182<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
1183<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
1184<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
1185<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1187<\/td>\nTABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
1188<\/td>\nTABLE 2306.2.1(1)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
1189<\/td>\nTABLE 2306.2.1(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1190<\/td>\nTABLE 2306.2.1(2)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1191<\/td>\nTABLE 2306.2.1(3) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F <\/td>\n<\/tr>\n
1192<\/td>\nTABLE 2306.2.1(3)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F <\/td>\n<\/tr>\n
1193<\/td>\nTABLE 2306.2.1(4) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F <\/td>\n<\/tr>\n
1194<\/td>\nTABLE 2306.2.1(4)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATERGORY D, E, OR F <\/td>\n<\/tr>\n
1195<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1196<\/td>\nTABLE 2306.3(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR SEISMIC LOADING FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, OR F <\/td>\n<\/tr>\n
1197<\/td>\nTABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING
TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
1199<\/td>\nTABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
1202<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u2206 = 360) <\/td>\n<\/tr>\n
1203<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u2206 = 360) <\/td>\n<\/tr>\n
1204<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u2206 = 360) <\/td>\n<\/tr>\n
1205<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u2206 = 360) <\/td>\n<\/tr>\n
1206<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
1208<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
1209<\/td>\nTABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
1210<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
1212<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
1213<\/td>\nTABLE 2308.9.5HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1214<\/td>\nTABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1215<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1216<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
1217<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1218<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1219<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1220<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1221<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 180) <\/td>\n<\/tr>\n
1222<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 180) <\/td>\n<\/tr>\n
1223<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1224<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1225<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 180) <\/td>\n<\/tr>\n
1226<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 180) <\/td>\n<\/tr>\n
1227<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 180) <\/td>\n<\/tr>\n
1228<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u2206 = 180) <\/td>\n<\/tr>\n
1229<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1230<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1231<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1232<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u2206 = 240) <\/td>\n<\/tr>\n
1233<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
1235<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1236<\/td>\nTABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1238<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
1239<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea) <\/td>\n<\/tr>\n
1240<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK <\/td>\n<\/tr>\n
1241<\/td>\nFIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING <\/td>\n<\/tr>\n
1242<\/td>\nFIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
1243<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
1245<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1 <\/td>\n<\/tr>\n
1246<\/td>\nTABLE 2403.2.1 [DSA-SS, DSA-SS\/CC and OSHPD 1 & 4] MINIMUM GLAZING REQUIREMENTS
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5 <\/td>\n<\/tr>\n
1247<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
1248<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15 <\/td>\n<\/tr>\n
1249<\/td>\nSECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE 2406.2(2)MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
1251<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
1253<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD AND PLASTER <\/td>\n<\/tr>\n
1255<\/td>\nCHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
1256<\/td>\nSECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING <\/td>\n<\/tr>\n
1257<\/td>\nTABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
1258<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
1259<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
1260<\/td>\nTABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
1263<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
1265<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
1268<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
1269<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
1270<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1271<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
1272<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
1273<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER <\/td>\n<\/tr>\n
1274<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
1275<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
1277<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
[F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
1279<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
1281<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
1283<\/td>\nCHAPTER 29 PLUMBING SYSTEMS (NOT ADOPTED BY THE STATE OF CALIFORNIA)
SECTION 2901 GENERAL
[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3) <\/td>\n<\/tr>\n
1284<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
1285<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
1287<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1289<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
1290<\/td>\n[F] SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1291<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1292<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
1293<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1294<\/td>\nSECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS <\/td>\n<\/tr>\n
1297<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31 \u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
1299<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1300<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
1301<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
1302<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
1306<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
1307<\/td>\nCHAPTER 31A RESERVED <\/td>\n<\/tr>\n
1309<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC SWIMMING POOLS <\/td>\n<\/tr>\n
1311<\/td>\nCHAPTER 31B [DPH] PUBLIC SWIMMING POOLS
DIVISION I\u2014GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
1312<\/td>\nSECTION 3103B SPECIAL POOL CLASSIFICATIONS
SECTION 3104B ACCESSIBILITY TO THE PHYSICALLY HANDICAPPED PERSON
SECTION 3105B ALTERNATE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
POOL STRUCTURE
SECTION 3106B POOL CONSTRUCTION <\/td>\n<\/tr>\n
1313<\/td>\nSECTION 3107B ADDITIONAL REQUIREMENTS FOR A TEMPORARY TRAINING POOL
SECTION 3108B POOL GEOMETRY
SECTION 3109B PERMANENT MARKINGS <\/td>\n<\/tr>\n
1314<\/td>\nFIGURE 31B-1\u2014DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm) <\/td>\n<\/tr>\n
1315<\/td>\nFIGURE 31B-2\u2014DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS <\/td>\n<\/tr>\n
1316<\/td>\nFIGURE 31B-3\u2014DEPTH AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS
SECTION 3110B STEPS, RECESSED STEPS, LADDERS AND RECESSED STAIRS (TREADS) <\/td>\n<\/tr>\n
1317<\/td>\nSECTION 3111B HANDHOLDS
SECTION 3112B DIVING BOARDS
SECTION 3113B POOL DECKS
SECTION 3114B POOL LIGHTING <\/td>\n<\/tr>\n
1318<\/td>\nANCILLARY AREAS AND FACILITIES
SECTION 3115B BATHHOUSE DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3116B DRINKING FOUNTAINS
SECTION 3117B HOSE BIBBS
SECTION 3118B ENCLOSURE OF POOL AREA <\/td>\n<\/tr>\n
1319<\/td>\nSECTION 3119B SIGNS <\/td>\n<\/tr>\n
1320<\/td>\nFIGURE 31B-4\u2014PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5\u2014EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
1321<\/td>\nSECTION 3120B INDOOR POOL VENTILATION
SECTION 3121B FOUNDATIONS FOR POOL EQUIPMENT
SECTION 3122B GAS CHLORINATION EQUIPMENT ROOM
RECIRCULATION AND TREATMENT SYSTEM COMPONENTS
SECTION 3123B GENERAL REQUIRMENTS
SECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS <\/td>\n<\/tr>\n
1322<\/td>\nSECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS <\/td>\n<\/tr>\n
1323<\/td>\nSECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CHEMICAL FEEDERS
SECTION 3133B DISINFECTANT FEEDERS <\/td>\n<\/tr>\n
1324<\/td>\nSECTION 3134B POOL FITTINGS <\/td>\n<\/tr>\n
1325<\/td>\nSECTION 3135B SPA POOL SPECIAL REQUIREMENTS
SECTION 3136B CLEANING SYSTEMS
SECTION 3137B WASTE WATER DISPOSAL
SECTION 3138B RESERVED
SECTION 3139B RESERVED
SECTION 3140B RESERVED
SECTION 3141B RESERVED
SECTION 3142B RESERVED
SECTION 3143B RESERVED
SECTION 3144B RESERVED
SECTION 3145B RESERVED <\/td>\n<\/tr>\n
1326<\/td>\nSECTION 3146B RESERVED
SECTION 3147B RESERVED
SECTION 3148B RESERVED
SECTION 3149B RESERVED
SECTION 3150B RESERVED
SECTION 3151B RESERVED
SECTION 3152B RESERVED
SECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED
SECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II\u2014PUBLIC SWIMMING POOLS
SECTION 3160B
SECTION 3161B <\/td>\n<\/tr>\n
1327<\/td>\nSECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
1331<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
1333<\/td>\nCHAPTER 31C [DHS] RADIATION
SECTION 3101C SCOPE
SECTION 3102C RADIATION SHIELDING BARRIERS
SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS
SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS <\/td>\n<\/tr>\n
1335<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
1337<\/td>\nCHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDING AND STRUCTURES <\/td>\n<\/tr>\n
1339<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
1341<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS <\/td>\n<\/tr>\n
1343<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION I
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
1344<\/td>\nDIVISION 2
SECTION 3102 FAUDIT AND INSPECTION
TABLE 31F-2-1 INITIAL AUDIT REPORT SUBMISSION DEADLINE FOR EXISTING BERTHING SYSTEMS
TABLE 31F-2-2 MAXIMUM INTERVAL BETWEEN UNDERWATER AUDIT INSPECTIONS (YEARS) <\/td>\n<\/tr>\n
1346<\/td>\nTABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-4 SCOPE OF UNDERWATER INSPECTIONS [2.2] <\/td>\n<\/tr>\n
1347<\/td>\nTABLE 31F-2-5 CONDITION ASSESSMENT RATINGS (CAR) [2.2]
TABLE 31F-2-6 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) <\/td>\n<\/tr>\n
1348<\/td>\nTABLE 31F-2-7 STRUCTURAL FOLLOW-UP ACTIONS [2.2]
TABLE 31F-2-8 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
1354<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
1355<\/td>\nDIVISION 3
SECTION 3103F STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS <\/td>\n<\/tr>\n
1356<\/td>\nFIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping) <\/td>\n<\/tr>\n
1357<\/td>\nFIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping)
EQUATION 3-1
EQUATION 3-2
EQUATION 3-3
EQUATION 3-4
EQUATION 3-5
EQUATION 3-6
EQUATION 3-7 <\/td>\n<\/tr>\n
1358<\/td>\nTABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping)
TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping)
TABLE 31F-3-5 VALUES OF Fa
TABLE 31F-3-6 VALUES OF FV <\/td>\n<\/tr>\n
1359<\/td>\nFIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12] <\/td>\n<\/tr>\n
1360<\/td>\nFIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13])
EQUATION 3-8
EQUATION 3-9
EQUATION 3-10 <\/td>\n<\/tr>\n
1361<\/td>\nTABLE 31F-3-7 [3.1] VALUES OF BS AND B1 <\/td>\n<\/tr>\n
1362<\/td>\nEQUATION 3-11
EQUATION 3-12
EQUATION 3-13
EQUATION 3-14 <\/td>\n<\/tr>\n
1363<\/td>\nTABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft\/sec) IN THE SAN FRANCISCO BAY AREA [AFTER 3.24]
EQUATION 3-15 <\/td>\n<\/tr>\n
1364<\/td>\nEQUATION 3-16
EQUATION 3-17
EQUATION 3-18
EQUATION 3-19
EQUATION 3-20 <\/td>\n<\/tr>\n
1365<\/td>\nTABLE 31F-3-11 MAXIMUM BERTHING ANGLE
TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH)
TABLE 31F-3-10 SITE CONDITIONS <\/td>\n<\/tr>\n
1366<\/td>\nTABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]
TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] <\/td>\n<\/tr>\n
1367<\/td>\nTABLE 31F-3-14 SAFETY FACTORS FOR ROPES
EQUATION 3-21
TABLE 31F-3-15 ALLOWABLE WORKING LOADS <\/td>\n<\/tr>\n
1370<\/td>\nDIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
TABLE 31F-4-1 MOT RISK CLASSIFICATION
FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
1371<\/td>\nTABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES
FIGURE 31F-4-2\u2014SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE <\/td>\n<\/tr>\n
1372<\/td>\nEQUATION 4-1
EQUATION 4-2
EQUATION 4-3
FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, \u00b5\u2206, AND EFFECTIVE DAMPING, \u03beeff [4.1] <\/td>\n<\/tr>\n
1373<\/td>\nEQUATION 4-4
FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA
EQUATION 4-5
EQUATION 4-6
FIGURE 31F-4-5 EFFECTIVE STIFFNESS, ke [4.1]
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS <\/td>\n<\/tr>\n
1374<\/td>\nEQUATION 4-7
EQUATION 4-8
FIGURE 31F-4-7 PLAN VEW OF WHARF SEGMENT UNDER X AND V SEISMIC EXCITATIONS [4.3]
EQUATION 4-9
EQUATION 4-10
EQUATION 4-11
EQUATION 4-12
EQUATION 4-13 <\/td>\n<\/tr>\n
1375<\/td>\nFIGURE 31F-4-8 P-\u2206 EFFECT
EQUATION 4-14 <\/td>\n<\/tr>\n
1377<\/td>\nDIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
1378<\/td>\nTABLE 31F-5-1 MOORING\/BERTHING RISK CLASSIFICATION
FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4]
EQUATION 5-1 <\/td>\n<\/tr>\n
1379<\/td>\nFIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
1380<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY
EQUATION 5-2
TABLE 31F-5-2 CONTACT LENGTH
TABLE 31F-5-3 COEFFICIENT OF FRICTION
EQUATION 5-3 <\/td>\n<\/tr>\n
1382<\/td>\nDIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES
EQUATION 6-1 <\/td>\n<\/tr>\n
1383<\/td>\nEQUATION 6-2 <\/td>\n<\/tr>\n
1386<\/td>\nDIVISION 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 <\/td>\n<\/tr>\n
1387<\/td>\nTABLE 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]) <\/td>\n<\/tr>\n
1388<\/td>\nTABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1]
FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] <\/td>\n<\/tr>\n
1389<\/td>\nEQUATION 7-4
EQUATION 7-5
EQUATION 7-6
FIGURE 31F-7-4 INFLUENCE OF PILE\/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH (after Fig. 5.30 of [7.1])
EQUATION 7-7
TABLE 31F-7-4 SUBGRADE MODULUS K
EQUATION 7-8
EQUATION 7-9 <\/td>\n<\/tr>\n
1390<\/td>\nFIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS
EQUATION 7-10
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2])
EQUATION 7-11
EQUATION 7-12 <\/td>\n<\/tr>\n
1391<\/td>\nTABLE 31F-7-5 LIMITS OF STRAIN
EQUATION 7-13
EQUATION 7-14
EQUATION 7-15
EQUATION 7-16
EQUATION 7-17
EQUATION 7-18
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
EQUATION 7-19 <\/td>\n<\/tr>\n
1392<\/td>\nEQUATION 7-20
FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS, \u00ce\u00b5u
EQUATION 7-21
EQUATION 7-22 <\/td>\n<\/tr>\n
1393<\/td>\nFIGURE 31F-7-9 DEVELOPMENT LENGTH
EQUATION 7-23
EQUATION 7-24
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564]
EQUATION 7-25
EQUATION 7-26
FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
EQUATION 7-27
EQUATION 7-28
FIGURE 31F-7-12 JOINT ROTATION <\/td>\n<\/tr>\n
1394<\/td>\nEQUATION 7-29
EQUATION 7-30
EQUATION 7-31
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
EQUATION 7-32
EQUATION 7-33
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
1396<\/td>\nTABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES
EQUATION 7-34
FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY
EQUATION 7-35
EQUATION 7-36
EQUATION 7-37
\n
EQUATION 7-38
TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY
TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER <\/td>\n<\/tr>\n
1397<\/td>\nEQUATION 7-39
EQUATION 7-40
EQUATION 7-41 <\/td>\n<\/tr>\n
1400<\/td>\nDIVISION 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
EQUATION 8-1 <\/td>\n<\/tr>\n
1401<\/td>\nTABLE 31F-8-1 CARGO LIQUID HAZARD CLASS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
1402<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
1404<\/td>\nDIVISION 9
SECTION 3109F PIPING AND PIPELINES
TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
1407<\/td>\nDIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
1410<\/td>\nDIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
1413<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
1415<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
1417<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
1419<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY <\/td>\n<\/tr>\n
1420<\/td>\nSECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1421<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
1422<\/td>\nSECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
1423<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
1424<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES\u2014continued <\/td>\n<\/tr>\n
1425<\/td>\nCHAPTER 34 EXISTING STRUCTURES
SECTION 3401 GENERAL <\/td>\n<\/tr>\n
1427<\/td>\nSECTION 3402 DEFINITIONS <\/td>\n<\/tr>\n
1429<\/td>\nSECTION 3403 ADDITIONS
SECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
1430<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
1432<\/td>\nSECTION 3406 FIRE ESCAPES
SECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
1433<\/td>\nSECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1434<\/td>\nTABLE 3411.8.5 RAMPS <\/td>\n<\/tr>\n
1435<\/td>\nSECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
1436<\/td>\nEQUATION 34-1
EQUATION 34-2 <\/td>\n<\/tr>\n
1437<\/td>\nEQUATION 34-3
TABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
1438<\/td>\nTABLE 3412.6.5 CORRIDOR WALL VALUES
EQUATION 34-4
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES <\/td>\n<\/tr>\n
1439<\/td>\nTABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
TABLE 3412.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
1440<\/td>\nTABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED
TABLE 3412.6.11(2) MEANS OF EGRESS VALUES
TABLE 3412.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
1441<\/td>\nTABLE 3412.6.14 ELEVATOR CONTROL VALUES
TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 3412.6.16 MIXED OCCUPANCY VALUESa <\/td>\n<\/tr>\n
1442<\/td>\nTABLE 3412.6.17 SPRINKLER SYSTEM VALUES
3412.6.18 STANDPIPE SYSTEM VALUES
TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa <\/td>\n<\/tr>\n
1443<\/td>\nTABLE 3412.7 SUMMARY SHEET \u2014 BUILDING CODE <\/td>\n<\/tr>\n
1444<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa
SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM] <\/td>\n<\/tr>\n
1447<\/td>\nSECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM] <\/td>\n<\/tr>\n
1449<\/td>\nSECTION 3415 EXISTING GROUP I OCCUPANCIES [SFM] <\/td>\n<\/tr>\n
1450<\/td>\nSECTION 3416 EXISTING GROUP L OCCUPANCIES [SFM]
SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS <\/td>\n<\/tr>\n
1451<\/td>\nTABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb) <\/td>\n<\/tr>\n
1452<\/td>\nTABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE When two units are given, values within parentheses are in pounds (lbs.) <\/td>\n<\/tr>\n
1453<\/td>\nTABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND OCCUPANCY CATEGORY. ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS \u201cSTATE-OWNED.\u201d
SECTION 3418 DEFINITIONS <\/td>\n<\/tr>\n
1454<\/td>\nSECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1457<\/td>\nSECTION 3420 METHOD A
SECTION 3421 METHOD B <\/td>\n<\/tr>\n
1458<\/td>\nSECTION 3422 PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
1459<\/td>\nSECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES <\/td>\n<\/tr>\n
1461<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
1463<\/td>\nCHAPTER 34A EXISTING STRUCTURES
SECTION 3401A GENERAL
SECTION 3402A DEFINITIONS <\/td>\n<\/tr>\n
1464<\/td>\nSECTION 3403A ADDITIONS <\/td>\n<\/tr>\n
1465<\/td>\nSECTION 3404A ALTERATIONS <\/td>\n<\/tr>\n
1466<\/td>\nSECTION 3405A REPAIRS <\/td>\n<\/tr>\n
1467<\/td>\nSECTION 3406A FIRE ESCAPES
SECTION 3407A GLASS REPLACEMENT
SECTION 3408A CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
1468<\/td>\nSECTION 3409A HISTORIC BUILDINGS
SECTION 3410A MOVED STRUCTURES
SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE
SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES <\/td>\n<\/tr>\n
1470<\/td>\nSECTION 3413A MODIFICATIONS TO ASCE 41 <\/td>\n<\/tr>\n
1472<\/td>\nSECTION 3414A PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
1473<\/td>\nSECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1475<\/td>\nCHAPTER 65 SIGNS
SECTION 6501 DEFINITIONS
SECTION 6502 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1476<\/td>\nTABLE 65-1 SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
SECTION 6503 GROUND SIGNS
SECTION 6504 PROJECTING SIGNS
SECTION 6505 WALL SIGNS
SECTION 6506 ROOF SIGNS <\/td>\n<\/tr>\n
1477<\/td>\nSECTION 6507 SPECIAL SIGNS <\/td>\n<\/tr>\n
1479<\/td>\nCHAPTER 66 SPECIAL SAFETY PROVISIONS
SECTION 6601 GENERAL PROVISIONS
SECTION 6602 AMUSEMENT DEVICES
SECTION 6603 REBOUND TUMBLING EQUIPMENT
SECTION 6604 REBOUND TUMBLING CENTER <\/td>\n<\/tr>\n
1480<\/td>\nSECTION 6605 LAYOUT OF REBOUND TUMBLING EQUIPMENT
SECTION 6606 CONSTRUCTION OF PITS
SECTION 6607 CONSTRUCTION OF EQUIPMENT
SECTION 6608 USE OF PADDING
SECTION 6609 FENCING
SECTION 6610 INSPECTION
SECTION 6611 AUTOMOBILE RACING FACILITIES <\/td>\n<\/tr>\n
1481<\/td>\nCHAPTER 67 SECURITY PROVISIONS
SECTION 6701 PURPOSE
SECTION 6702 SCOPE
SECTION 6703 LIMITATIONS
SECTION 6704 ALTERNATE SECURITY PROVISIONS
SECTION 6705 DEFINITIONS
SECTION 6706 TESTS: SLIDING GLASS DOORS
SECTION 6707 TESTS: SLIDING GLASS WINDOWS <\/td>\n<\/tr>\n
1482<\/td>\nSECTION 6708 DOORS: GENERAL
SECTION 6709 DOORS: SWINGING DOORS
SECTION 6710 DOORS: SLIDING GLASS DOORS <\/td>\n<\/tr>\n
1483<\/td>\nSECTION 6711 DOORS: OVERHEAD AND SLIDING DOORS
SECTION 6712 DOORS: METAL ACCORDION GRATE OR GRILLE-TYPE DOORS
SECTION 6713 LIGHTS: GENERAL
SECTION 6714 LIGHTS: MATERIAL
SECTION 6715 LIGHTS: LOCKING DEVICES
SECTION 6716 OTHER OPENINGS: GENERAL
SECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS <\/td>\n<\/tr>\n
1485<\/td>\nCHAPTER 69 TRAILER COACHES
SECTION 6901 DEFINITION
SECTION 6902 WHERE ALLOWED WITHOUT PERMITS
SECTION 6903 PERMIT REQUIRED
SECTION 6904 APPLICATION AND FEE REQUIRED
SECTION 6905 CONDITIONS OF PERMIT <\/td>\n<\/tr>\n
1486<\/td>\nSECTION 6906 REVOCATION OF PERMITS
SECTION 6907 OTHER PERMITS REQUIRED
SECTION 6908 VALIDITY OF PERMIT <\/td>\n<\/tr>\n
1487<\/td>\nCHAPTER 94 REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN EARTHQUAKE HIGH-DAMAGE AREAS
SECTION 9401 PURPOSE
SECTION 9402 SCOPE
SECTION 9403 DEFINITIONS
SECTION 9404 ADMINISTRATION <\/td>\n<\/tr>\n
1488<\/td>\nTABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1,2
SECTION 9405 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1489<\/td>\nCHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS
SECTION 9501 PURPOSE
SECTION 9502 SCOPE
SECTION 9503 DEFINITIONS
SECTION 9504 ADMINISTRATION <\/td>\n<\/tr>\n
1490<\/td>\nSECTION 9505 GENERAL REQUIREMENTS
SECTION 9506 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
1491<\/td>\nSECTION 9507 MATERIALS OF CONSTRUCTION
SECTION 9508 PLANS <\/td>\n<\/tr>\n
1492<\/td>\nTABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1,2 <\/td>\n<\/tr>\n
1493<\/td>\nCHAPTER 96 EARTHQUAKE HAZARD REDUCTION FOR EXISTING UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION 9601 PURPOSE
SECTION 9602 SCOPE
SECTION 9603 DEFINITIONS
SECTION 9604 RATING CLASSIFICATIONS
SECTION 9605 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1494<\/td>\nSECTION 9606 ADMINISTRATION <\/td>\n<\/tr>\n
1495<\/td>\nSECTION 9607 HISTORICAL BUILDINGS
SECTION 9608 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
1496<\/td>\nSECTION 9609 INTERPRETATION OF THIS CHAPTER <\/td>\n<\/tr>\n
1497<\/td>\nTABLE 96-A RATING CLASSIFICATION
TABLE 96-B TIME LIMITS FOR COMPLIANCE
TABLE 96-C EXTENSION OF TIME AND SERVICE PRiORITIES <\/td>\n<\/tr>\n
1498<\/td>\nCHAPTER 98 UNOCCUPIED BUILDINGS, STRUCTURES, AND SPECIAL HAZARDS
SECTION 9801 SCOPE
SECTION 9802 DEFINITIONS
SECTION 9803 ORDER TO SECURE BUILDINGS, STRUCTURES OR SPECIAL HAZARDS
SECTION 9804 NOTIFICATION TO OTHER PERSONS
SECTION 9805 POSTING
SECTION 9806 SERVICE <\/td>\n<\/tr>\n
1499<\/td>\nSECTION 9807 REQUEST FOR HEARING
SECTION 9808 NOTICE OF HEARING
SECTION 9809 HEARING PROCEDURE
SECTION 9810 SECURING BUILDINGS, STRUCTURES, OR SPECIAL HAZARDS BY COUNTY
SECTION 9811 COUNTY DEPARTMENTS
SECTION 9812 NOTIFICATION OF COSTS
SECTION 9813 SUBSTANDARD OR UNSAFE BUILDINGS
SECTION 9814 EMERGENCY PROCEDURES <\/td>\n<\/tr>\n
1501<\/td>\nCHAPTER 99 BUILDING AND PROPERTY REHABILITATION
SECTION 9901 SCOPE
SECTION 9902 DEFINITIONS
SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING
SECTION 9904 SUBSTANDARD CONDITIONS <\/td>\n<\/tr>\n
1502<\/td>\nSECTION 9905 SUBSTANDARD PROPERTY <\/td>\n<\/tr>\n
1503<\/td>\nSECTION 9906 BUILDING REHABILITATION APPEALS BOARD
SECTION 9907 ALTERNATES
SECTION 9908 DETERMINATION BY BUILDING OFFICIAL
SECTION 9909 INFORMAL NOTICE
SECTION 9910 NOTICE OF SUBSTANDARD BUILDING
SECTION 9911 NOTICE OF SUBSTANDARD PROPERTY
SECTION 9912 COMBINING NOTICES <\/td>\n<\/tr>\n
1504<\/td>\nSECTION 9913 SERVICE OF NOTICE
SECTION 9914 OTHER INTERESTED PARTIES
SECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY
SECTION 9916 POSTING OF SIGNS
SECTION 9917 RIGHT OF HEARING <\/td>\n<\/tr>\n
1505<\/td>\nSECTION 9918 HEARING BY BUILDING REHABILITATION APPEALS BOARD
SECTION 9919 HEARING NOT REQUESTED
SECTION 9920 NOTICE OF HEARING
SECTION 9921 FORM AND CONTENTS OF NOTICE
SECTION 9922 POSTING OF NOTICE
SECTION 9923 ORDER: SUBSTANDARD BUILDING
SECTION 9924 ORDER: SUBSTANDARD PROPERTY <\/td>\n<\/tr>\n
1506<\/td>\nSECTION 9925 WORK BY PRIVATE PARTY
SECTION 9926 WORK BY COUNTY
SECTION 9927 COSTS
SECTION 9928 NOTIFICATION OF COSTS
SECTION 9929 COLLECTION <\/td>\n<\/tr>\n
1507<\/td>\nSECTION 9930 SALVAGE
SECTION 9931 INTERFERENCE PROHIBITED
SECTION 9932 PROSECUTION
SECTION 9933 OTHER ABATEMENT PROCEDURES
SECTION 9934 VEHICLES <\/td>\n<\/tr>\n
1509<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1510<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1511<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
1512<\/td>\nAF&PA
AISC
AISI
AITC <\/td>\n<\/tr>\n
1513<\/td>\nALI
ANSI
APA <\/td>\n<\/tr>\n
1514<\/td>\nAPSP
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
1515<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
1521<\/td>\nAWCI
AWPA
AWS
BHMA <\/td>\n<\/tr>\n
1522<\/td>\nCGSB
CPA
CPSC
CSA
CSSB <\/td>\n<\/tr>\n
1523<\/td>\nDASMA
DOC
DOJ
DOL
DOTn <\/td>\n<\/tr>\n
1524<\/td>\nEN
FEMA
FM
GA
HPVA <\/td>\n<\/tr>\n
1525<\/td>\nHUD
ICC
ISO
NAAMM
NCMA <\/td>\n<\/tr>\n
1526<\/td>\nNFPA <\/td>\n<\/tr>\n
1533<\/td>\nPCI
PTI
SFM
RMI
SDI <\/td>\n<\/tr>\n
1534<\/td>\nSJI
SPRI
TIA
TMS
TPI <\/td>\n<\/tr>\n
1535<\/td>\nUBC
UL <\/td>\n<\/tr>\n
1537<\/td>\nULC
USC
WDMA
WRI <\/td>\n<\/tr>\n
1539<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX A \u2013 EMPLOYEE QUALIFICATIONS (NOT ADOPTED BY STATE AGENCIES) <\/td>\n<\/tr>\n
1541<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1543<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX B \u2013 BOARD OF APPEALS (NOT ADOPTED BY STATE AGENCIES) <\/td>\n<\/tr>\n
1545<\/td>\nAPPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
1547<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX C \u2013 GROUP U \u2013 AGRICULTURAL BUILDINGS <\/td>\n<\/tr>\n
1549<\/td>\nAPPENDIX C GROUP U\u2013AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1\u2014BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
1551<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX D \u2013 FIRE DISTRICTS (NOT ADOPTED BY STATE AGENCIES) <\/td>\n<\/tr>\n
1553<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
1554<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
1555<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1557<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX E \u2013 RESERVED <\/td>\n<\/tr>\n
1559<\/td>\nAPPENDIX E RESERVED <\/td>\n<\/tr>\n
1561<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX F \u2013 RODENTPROOFING NOT ADOPTED BY STATE AGENCIES) <\/td>\n<\/tr>\n
1563<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
1565<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX G \u2013 FLOOD RESISTANT CONSTRUCTION (NOT ADOPTED BY STATE AGENCIES) <\/td>\n<\/tr>\n
1567<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
1568<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
1569<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
1570<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
SECTION G601 RECREATIONAL VEHICLES <\/td>\n<\/tr>\n
1571<\/td>\nSECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
1572<\/td>\nSECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1573<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX H \u2013 SIGNS (NOT ADOPTED BY STATE AGENCIES) <\/td>\n<\/tr>\n
1575<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
1576<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
1577<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
1578<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1579<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX I \u2013 PATIO COVERS <\/td>\n<\/tr>\n
1581<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR OPENINGS
SECTION I104 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
1583<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE APPENDIX J \u2013 GRADING <\/td>\n<\/tr>\n
1585<\/td>\nAPPENDIX J GRADING
SECTION J101 GENERAL <\/td>\n<\/tr>\n
1586<\/td>\nSECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
1587<\/td>\nSECTION J103 PERMITS REQUIRED <\/td>\n<\/tr>\n
1588<\/td>\nFIGURE J103.2 <\/td>\n<\/tr>\n
1589<\/td>\nSECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
1591<\/td>\nSECTION J105 INSPECTIONS <\/td>\n<\/tr>\n
1593<\/td>\nSECTION J106 EXCAVATIONS
SECTION J107 FILLS <\/td>\n<\/tr>\n
1594<\/td>\nFIGURE J107.3 BENCHING DETAILS <\/td>\n<\/tr>\n
1595<\/td>\nSECTION J108 SETBACKS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
1596<\/td>\nSECTION J109 DRAINAGE AND TERRACING <\/td>\n<\/tr>\n
1597<\/td>\nSECTION J110 EROSION CONTROL <\/td>\n<\/tr>\n
1598<\/td>\nSECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1599<\/td>\nAPPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
SECTION K101 SCOPE
SECTION K102 DEFINITIONS <\/td>\n<\/tr>\n
1600<\/td>\nSECTION K103 STRUCTURAL STABILITY
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING
SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS <\/td>\n<\/tr>\n
1601<\/td>\nFIGURE K103.1 <\/td>\n<\/tr>\n
1602<\/td>\nFIGURE K103.1 <\/td>\n<\/tr>\n
1603<\/td>\nSECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
SECTION K109 ALTERNATE MEANS OF PROTECTION <\/td>\n<\/tr>\n
1605<\/td>\nINDEX <\/td>\n<\/tr>\n
1645<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
1647<\/td>\n2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8
2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 CALIFORNIA BUILDING STANDARDS COMMISSION TITLE PAGE <\/td>\n<\/tr>\n
1648<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1649<\/td>\nPREFACE <\/td>\n<\/tr>\n
1650<\/td>\nPART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS <\/td>\n<\/tr>\n
1651<\/td>\nHISTORICAL PREFACE <\/td>\n<\/tr>\n
1653<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
1654<\/td>\nHOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE <\/td>\n<\/tr>\n
1655<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1657<\/td>\nCHAPTER 8-1 ADMINISTRATION
SECTION 8-101 TITLE, PURPOSE AND INTENT
SECTION 8-102 APPLICATION
SECTION 8-103 ORGANIZATION AND ENFORCEMENT <\/td>\n<\/tr>\n
1658<\/td>\nSECTION 8-104 REVIEW AND APPEALS
SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS
SECTION 8-106 SHBSB RULINGS <\/td>\n<\/tr>\n
1659<\/td>\nCHAPTER 8-2 DEFINITIONS
SECTION 8-201 DEFINITIONS <\/td>\n<\/tr>\n
1661<\/td>\nCHAPTER 8-3 USE AND OCCUPANCY
SECTION 8-301 PURPOSE AND SCOPE
SECTION 8-302 GENERAL
SECTION 8-303 RESIDENTIAL OCCUPANCIES <\/td>\n<\/tr>\n
1663<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
1664<\/td>\nSECTION 8-409 FIRE ALARM SYSTEMS
SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS
SECTION 8-411 OTHER TECHNOLOGIES
SECTION 8-412 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
1665<\/td>\nCHAPTER 8-5 MEANS OF EGRESS
SECTION 8-501 PURPOSE, INTENT AND SCOPE
SECTION 8-502 GENERAL <\/td>\n<\/tr>\n
1666<\/td>\nSECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS
SECTION 8-504 RAILINGS AND GUARDRAILS <\/td>\n<\/tr>\n
1667<\/td>\nCHAPTER 8-6 ACCESSIBILITY
SECTION 8-601 PURPOSE, INTENT AND SCOPE
SECTION 8-602 BASIC PROVISIONS
SECTION 8-603 ALTERNATIVES <\/td>\n<\/tr>\n
1668<\/td>\nSECTION 8-604 EQUIVALENT FACILITATION <\/td>\n<\/tr>\n
1669<\/td>\nCHAPTER 8-7 STRUCTURAL REGULATIONS
SECTION 8-701 PURPOSE, INTENT AND SCOPE
SECTION 8-702 GENERAL
SECTION 8-703 STRUCTURAL SURVEY
SECTION 8-704 NONHISTORICAL ADDITIONS AND NONHISTORICAL ALTERATIONS
SECTION 8-705 STRUCTURAL REGULATIONS
SECTION 8-706 LATERAL LOAD REGULATIONS <\/td>\n<\/tr>\n
1671<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
1672<\/td>\nSECTION 8-806 ADOBE
SECTION 8-807 WOOD
SECTION 8-808 CONCRETE
SECTION 8-809 STEEL AND IRON <\/td>\n<\/tr>\n
1673<\/td>\nTABLE8-8A ALLOWABLE VALUES FOR EXISTING MATERIALS
SECTION 8-810 HOLLOW CLAY TILE
SECTION 8-811 VENEERS
SECTION 8-812 GLASS AND GLAZING <\/td>\n<\/tr>\n
1674<\/td>\nTABLE 8-8B ALLOWABLE VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
1675<\/td>\nCHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS
SECTION 8-901 PURPOSE, INTENT AND SCOPE
SECTION 8-902 MECHANICAL <\/td>\n<\/tr>\n
1676<\/td>\nSECTION 8-903 PLUMBING <\/td>\n<\/tr>\n
1677<\/td>\nSECTION 8-904 ELECTRICAL <\/td>\n<\/tr>\n
1679<\/td>\nCHAPTER 8-10 QUALIFIED HISTORICAL DISTRICTS, SITES AND OPEN SPACES
SECTION 8-1001 PURPOSE AND SCOPE
SECTION 8-1002 APPLICATION
SECTION 8-1003 SITE RELATIONS <\/td>\n<\/tr>\n
1681<\/td>\nAPPENDIX A
CHAPTER 8-1
CHAPTER 8-6
TABLE 1\u2014PROVISION APPLICABILITY <\/td>\n<\/tr>\n
1682<\/td>\nTABLE 1\u2014PROVISION APPLICABILITY\u2014continued <\/td>\n<\/tr>\n
1683<\/td>\nTABLE 1\u2014PROVISION APPLICABILITY\u2014continued <\/td>\n<\/tr>\n
1685<\/td>\nHISTORY NOTE APPENDIX CALIFORNIA HISTORICAL BUILDING CODE <\/td>\n<\/tr>\n
1687<\/td>\n2010 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 10
2010 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 10 CALIFORNIA BUILDING STANDARDS COMMISSION BASED ON THE 2009 INTERNATIONAL EXISTING BUILDING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
1688<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1689<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1691<\/td>\nAPPENDIX CHAPTER A1 \u2013 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS <\/td>\n<\/tr>\n
1693<\/td>\nAPPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A100 APPLICATION
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS <\/td>\n<\/tr>\n
1694<\/td>\nSECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
1695<\/td>\nSECTION A105 GENERAL REQUIREMENTS
SECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
1696<\/td>\nEQUATION A1-1
EQUATION A1-2 <\/td>\n<\/tr>\n
1697<\/td>\nEQUATION A1-3
SECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
1698<\/td>\nSECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7 <\/td>\n<\/tr>\n
1699<\/td>\nSECTION A111 SPECIAL PROCEDURE
EQUATION A1-8
EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12 <\/td>\n<\/tr>\n
1700<\/td>\nEQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
EQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22 <\/td>\n<\/tr>\n
1701<\/td>\nEQUATION A1-23
EQUATION A1-24
EQUATION A1-25
SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
1702<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY <\/td>\n<\/tr>\n
1703<\/td>\nTABLE A1-A\u2014ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B\u2014ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C\u2014HORIZONTAL FORCE FACTOR, Cp <\/td>\n<\/tr>\n
1704<\/td>\nTABLE A1-D\u2014STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
1705<\/td>\nTABLE A1-E\u2014STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F\u2014MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G\u2014MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS <\/td>\n<\/tr>\n
1706<\/td>\nFIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
1707<\/td>\nFIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
1709<\/td>\nREFERENCED STANDARDS
UNIFORM BUILDING CODE STANDARD 21\u20134 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS
SECTION 21.401 \u2014 SCOPE
SECTION 21.402 \u2014 CLASSIFICATION
SECTION 21.403 \u2014 MATERIALS
SECTION 21.404 \u2014 PHYSICAL REQUIREMENTS
SECTION 21.405 \u2014 MINIMUM FACE-SHELL AND WEB THICKNESSES
SECTION 21.406 \u2014 PERMISSIBLE VARIATIONS IN DIMENSIONS <\/td>\n<\/tr>\n
1710<\/td>\nSECTION 21.407 \u2014 VISUAL INSPECTION
SECTION 21.408 \u2014 METHODS OF SAMPLING AND TESTING
SECTION 21.409 \u2014 REJECTION
TABLE 21\u20134-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS
TABLE 21\u20134-B STRENGTH AND ABSORPTION REQUIREMENTS <\/td>\n<\/tr>\n
1711<\/td>\nTABLE 21\u20134-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS <\/td>\n<\/tr>\n
1712<\/td>\nUNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS
SECTION 21.601 \u2014 SCOPE
SECTION 21.602 \u2014 PREPARATION OF SAMPLE
SECTION 21.603 \u2014 APPLICATION OF LOAD AND DETERMINATION OF RESULTS
UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS
SECTION 21.701 \u2014 SCOPE
SECTION 21.702 \u2014 DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS
SECTION 21.703 \u2014 TORQUE TESTING OF NEW BOLTS
SECTION 21.704 \u2014 PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS
SECTION 21.705 \u2014 REPORTS <\/td>\n<\/tr>\n
1713<\/td>\nUNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS
SECTION 21.801 \u2014 SCOPE
SECTION 21.802 \u2014 JOINT PREPARATION
SECTION 21.803 \u2014 MORTAR PREPARATION
SECTION 21.804 \u2014 PACKING <\/td>\n<\/tr>\n
1714<\/td>\nUNIFORM BUILDING CODE STANDARD 21\u201313 HYDRATED LIME FOR MASONRY PURPOSES
SECTION 21.1301 \u2014 SCOPE
SECTION 21.1302 \u2014 DEFINITION
SECTION 21.1303 \u2014 ADDITIONS
SECTION 21.1304 \u2014 MANUFACTURER’S STATEMENT
SECTION 21.1305 \u2014 CHEMICAL REQUIREMENTS COMPOSITION
SECTION 21.1306 \u2014 RESIDUE, POPPING AND PITTING
SECTION 21.1307 \u2014 PLASTICITY
SECTION 21.1308 \u2014 WATER RETENTION
SECTION 21.1309 \u2014 SPECIAL MARKING <\/td>\n<\/tr>\n
1715<\/td>\nSECTION 21.1310 \u2014 QUALITY CONTROL
TABLE 21\u201313\u2013A\u2014CHEMICAL REQUIREMENTS <\/td>\n<\/tr>\n
1717<\/td>\nHISTORY NOTE APPENDIX CALIFORNIA EXISTING BUILDING CODE <\/td>\n<\/tr>\n
1719<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
1720<\/td>\nI-CODE TOOLS FOR YOUR 2010 CALIFORNIA CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

County of Los Angeles Building Code (2 Volumes) Complete Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2011<\/td>\n1720<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":136063,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-136060","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ca","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/136060","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/136063"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=136060"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=136060"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=136060"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}