{"id":440957,"date":"2024-10-20T08:18:34","date_gmt":"2024-10-20T08:18:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-la-county-building-code-vols1-2-2023\/"},"modified":"2024-10-26T15:30:49","modified_gmt":"2024-10-26T15:30:49","slug":"ca-la-county-building-code-vols1-2-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-la-county-building-code-vols1-2-2023\/","title":{"rendered":"CA LA County Building Code Vols1 2 2023"},"content":{"rendered":"

This package includes 2023 County of Los Angeles amendment pages, and the 2022 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2023 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 1 | LOS ANGELES COUNTY CODE TITLE 26\u00a9 <\/td>\n<\/tr>\n
2<\/td>\n2023 COUNTY OFLOS ANGELES BUILDING CODEVOLUME 1 | LOS ANGELES COUNTY CODE TITLE 26 <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 <\/td>\n<\/tr>\n
6<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
18<\/td>\nARRANGEMENT AND FORMAT OF THE 2021 IBC <\/td>\n<\/tr>\n
30<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION 100 ADOPTION AND INCORPORATION BY REFERENCE
SECTION 101 TITLE, PURPOSE AND INTENT <\/td>\n<\/tr>\n
47<\/td>\nSECTION 102 UNSAFE BUILDINGS <\/td>\n<\/tr>\n
49<\/td>\nSECTION 103 VIOLATIONS AND PENALTIES <\/td>\n<\/tr>\n
50<\/td>\nSECTION 104 ORGANIZATION AND ENFORCEMENT <\/td>\n<\/tr>\n
52<\/td>\nSECTION 105 APPEALS BOARDS <\/td>\n<\/tr>\n
53<\/td>\nSECTION 106 PERMITS <\/td>\n<\/tr>\n
57<\/td>\nSECTION 107 FEES <\/td>\n<\/tr>\n
61<\/td>\nSECTION 108 INSPECTIONS <\/td>\n<\/tr>\n
63<\/td>\nSECTION 109 USE AND OCCUPANCY <\/td>\n<\/tr>\n
64<\/td>\nSECTION 110 PROHIBITED USES OF BUILDING SITES <\/td>\n<\/tr>\n
67<\/td>\nSECTION 111 ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORTS
SECTION 112 EARTHQUAKE FAULT MAPS <\/td>\n<\/tr>\n
68<\/td>\nSECTION 113 EARTHQUAKE FAULTS <\/td>\n<\/tr>\n
69<\/td>\nSECTION 114 THROUGH 118 RESERVED
SECTION 119 APPLICATION OF STATE AGENCIES
SECTION 1.2 BUILDING STANDARDS COMMISSION <\/td>\n<\/tr>\n
70<\/td>\nSECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS
SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS <\/td>\n<\/tr>\n
71<\/td>\nSECTION 1.5 RESERVED
SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE
SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH
SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS <\/td>\n<\/tr>\n
72<\/td>\nSECTION 1.8.3 LOCAL ENFORCING AGENCY <\/td>\n<\/tr>\n
73<\/td>\nSECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS <\/td>\n<\/tr>\n
74<\/td>\nSECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT
SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION
SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS,TESTS AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
75<\/td>\nSECTION 1.8.8 APPEALS BOARD <\/td>\n<\/tr>\n
76<\/td>\nSECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES
SECTION 1.8.10 OTHER BUILDING REGULATIONS
SECTION 1.9 DIVISION OF THE STATE ARCHITECT <\/td>\n<\/tr>\n
79<\/td>\nSECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT <\/td>\n<\/tr>\n
80<\/td>\nSECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL <\/td>\n<\/tr>\n
85<\/td>\nSECTION 1.12 STATE LIBRARIAN
SECTION 1.13 DEPARTMENT OF WATER RESOURCES RESERVED
SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION <\/td>\n<\/tr>\n
86<\/td>\nTABLE 1-A BUILDING PERMIT FEES
TABLE 1-B GRADING PERMIT FEES
TABLE 1-C GRADING PLAN CHECK FEES <\/td>\n<\/tr>\n
87<\/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
88<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n
89<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
90<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
91<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
92<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
93<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
94<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
95<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
96<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
97<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
148<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 OCCUPANCY CLASSIFICATION AND USE <\/td>\n<\/tr>\n
150<\/td>\nCHAPTER 3 OCCUPANCY CLASSIFICATION AND USE
SECTION 301 SCOPE
SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
151<\/td>\nSECTION 304 BUSINESS GROUP B <\/td>\n<\/tr>\n
152<\/td>\nSECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
153<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
155<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
156<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
157<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
SECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
159<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
161<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
162<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U
SECTION 313 LABORATORIES GROUP L [SFM]
SECTION 314 ORGANIZED CAMPS GROUP C [SFM] <\/td>\n<\/tr>\n
164<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE <\/td>\n<\/tr>\n
165<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE\u2014continued <\/td>\n<\/tr>\n
166<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE\u2014continued <\/td>\n<\/tr>\n
167<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE\u2014continued <\/td>\n<\/tr>\n
168<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
171<\/td>\n(EQUATION 4-1) <\/td>\n<\/tr>\n
172<\/td>\nSECTION 403 HIGH-RISE BUILDINGS AND GROUP I-2O CCUPANCIES HAVING OCCUPIED FLOORS LOCATED MORE THAN 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n
173<\/td>\nTABLE 403.2.3 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
175<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
176<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
177<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
180<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
182<\/td>\nSECTION 407 GROUP I-2 AND GROUP I-2.1 <\/td>\n<\/tr>\n
187<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
190<\/td>\nTABLE 408.3.13 MAXIMUM FLOOR AREA ALLOWANCES FOR I-3 FACILITIESc <\/td>\n<\/tr>\n
193<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
194<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
196<\/td>\nSECTION 411 SPECIAL AMUSEMENT AREAS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
198<\/td>\n[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa <\/td>\n<\/tr>\n
199<\/td>\nTABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
200<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
201<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
202<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
203<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
204<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
206<\/td>\n[F] TABLE 415.6.5 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
208<\/td>\n[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 a <\/td>\n<\/tr>\n
213<\/td>\nSECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
214<\/td>\nSECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 ARTIFICIAL DECORATIVE VEGETATION
SECTION 420 GROUPS R-1, R-2, R-2.1, R-2.2, R-3, R-3.1 AND R-4 <\/td>\n<\/tr>\n
216<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS
SECTION 422 AMBULATORY CARE FACILITIES <\/td>\n<\/tr>\n
217<\/td>\nSECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
218<\/td>\nSECTION 424 PLAY STRUCTURES
SECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS,GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n
219<\/td>\nSECTION 427 MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
220<\/td>\nSECTION 435 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM] <\/td>\n<\/tr>\n
223<\/td>\nSECTION 436 GROUP I-4 [SFM]
SECTION 437 RESERVED <\/td>\n<\/tr>\n
224<\/td>\nSECTION 438 RESERVED
SECTION 439 ROAD TUNNELS, BRIDGES ANDOTHER LIMITED-ACCESS HIGHWAYS [SFM]
SECTION 440 HORSE RACING STABLES [SFM]
SECTION 441 PET KENNELS AND PET BOARDING FACILITIES [SFM]
SECTION 442 COMBUSTION ENGINES AND GAS TURBINES [SFM]
SECTION 443 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS [SFM]
SECTION 444 EXPLOSIVES [SFM] <\/td>\n<\/tr>\n
225<\/td>\nSECTION 445 RESERVED
SECTION 446 WINERY CAVES [SFM] <\/td>\n<\/tr>\n
226<\/td>\nSECTION 447 RESERVED
SECTION 448 RESERVED
SECTION 449 PUBLIC LIBRARIES [SL AND SFM]
SECTION 450 GROUP C [SFM] <\/td>\n<\/tr>\n
228<\/td>\nSECTION 451 RESERVED
SECTION 452 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E CHILD CARE <\/td>\n<\/tr>\n
230<\/td>\nSECTION 453 GROUP L [SFM] <\/td>\n<\/tr>\n
232<\/td>\nTABLE 453.7.2.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE
SECTION 454 RESERVED
SECTION 455 LARGE FAMILY DAY-CARE HOMES [SFM] <\/td>\n<\/tr>\n
234<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 5 \u2013 GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
236<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 BUILDING ADDRESS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
237<\/td>\nFIGURE 5-1 <\/td>\n<\/tr>\n
238<\/td>\nSECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE <\/td>\n<\/tr>\n
240<\/td>\nTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
241<\/td>\nTABLE 504.4\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
242<\/td>\nSECTION 506 BUILDING AREA
(EQUATION 5-1)
(EQUATION 5-2) <\/td>\n<\/tr>\n
243<\/td>\n(EQUATION 5-3)
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
244<\/td>\nTABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa <\/td>\n<\/tr>\n
245<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa <\/td>\n<\/tr>\n
246<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa
TABLE 506.3.3 FRONTAGE INCREASE FACTORa <\/td>\n<\/tr>\n
247<\/td>\nTABLE 506.3.3.1 SECTION 507 BUILDINGSa <\/td>\n<\/tr>\n
249<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
250<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS <\/td>\n<\/tr>\n
251<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
252<\/td>\n[F] TABLE 509.1 INCIDENTAL USES <\/td>\n<\/tr>\n
253<\/td>\nSECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
256<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 6 \u2013 TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
258<\/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
260<\/td>\n(EQUATION 6-1) <\/td>\n<\/tr>\n
262<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
264<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 7 \u2013 FIRE AND SMOKE PROTECTION FEATURES <\/td>\n<\/tr>\n
266<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
267<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
269<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
271<\/td>\n(EQUATION 7-1)
TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa <\/td>\n<\/tr>\n
272<\/td>\n(EQUATION 7-2)
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
273<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
274<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
275<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
277<\/td>\nSECTION 707 FIRE BARRIERS
TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
279<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
280<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
281<\/td>\nSECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
282<\/td>\nSECTION 711 FLOOR AND ROOF ASSEMBLIES
SECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
284<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
285<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
288<\/td>\nSECTION 715 JOINTS AND VOIDS <\/td>\n<\/tr>\n
289<\/td>\nSECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
290<\/td>\nTABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
291<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
292<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
297<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
303<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
304<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <\/td>\n<\/tr>\n
305<\/td>\nSECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
306<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
307<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
308<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
309<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
310<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
311<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
312<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
313<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
314<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
315<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
316<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
317<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
318<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
319<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
320<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
321<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
322<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
323<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
324<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
325<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
326<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
327<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
328<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
329<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
330<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
331<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
332<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
(EQUATION 7-3)
(EQUATION 7-4) <\/td>\n<\/tr>\n
333<\/td>\nTABLE 722.2.1.2(1)VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
334<\/td>\nTABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALSON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
335<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches
(EQUATION 7-5)
FIGURE 722.2.2.1.2 DETERMINATION OF SLABTHICKNESS FOR SLOPING SOFFITS
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
336<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FORTWO-COURSE CONCRETE FLOORS
FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGSFOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
337<\/td>\nFIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches <\/td>\n<\/tr>\n
338<\/td>\nTABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
339<\/td>\n(EQUATION 7-6) <\/td>\n<\/tr>\n
340<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa
(EQUATION 7-7)
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches <\/td>\n<\/tr>\n
341<\/td>\nTABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
(EQUATION 7-8)
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(3) VALUES OF Rn
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a <\/td>\n<\/tr>\n
342<\/td>\nTABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
(EQUATION 7-9)
(EQUATION 7-10)
(EQUATION 7-11) <\/td>\n<\/tr>\n
343<\/td>\nFIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
(EQUATION 7-12) <\/td>\n<\/tr>\n
344<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
345<\/td>\nTABLE 722.5.1(2) PROPERTIES OF CONCRETE
TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
346<\/td>\nTABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
347<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
348<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
TABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
349<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
350<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
351<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa[FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa[FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
352<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 722.5.1 (6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 722.5.1 (6)(a)] <\/td>\n<\/tr>\n
353<\/td>\nFIGURE 722.5.1(2)GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
354<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa <\/td>\n<\/tr>\n
355<\/td>\nFIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
(EQUATION 7-13)
(EQUATION 7-14) <\/td>\n<\/tr>\n
356<\/td>\n(EQUATION 7-15)
(EQUATION 7-16) <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OFSTRUCTURAL STEEL BEAMS AND GIRDERS
(EQUATION 7-17) <\/td>\n<\/tr>\n
358<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME <\/td>\n<\/tr>\n
359<\/td>\nTABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
360<\/td>\nTABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL <\/td>\n<\/tr>\n
362<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 7A \u2013 MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
CHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
SECTION 701A SCOPE, PURPOSE AND APPLICATION <\/td>\n<\/tr>\n
363<\/td>\nSECTION 702A DEFINITIONS <\/td>\n<\/tr>\n
364<\/td>\nSECTION 703A STANDARDS OF QUALITY <\/td>\n<\/tr>\n
365<\/td>\nSECTION 704A IGNITION-RESISTANT CONSTRUCTION
SECTION 705A ROOFING <\/td>\n<\/tr>\n
366<\/td>\nSECTION 706A VENTS
SECTION 707A EXTERIOR COVERING <\/td>\n<\/tr>\n
369<\/td>\nSECTION 708A EXTERIOR WINDOWS, SKYLIGHTS AND DOORS <\/td>\n<\/tr>\n
370<\/td>\nSECTION 709A DECKING
SECTION 710A ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES <\/td>\n<\/tr>\n
372<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLECHAPTER 8 \u2013 INTERIOR FINISHES <\/td>\n<\/tr>\n
374<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 SCOPE
SECTION 802 GENERAL
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
376<\/td>\nTABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
377<\/td>\nSECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
378<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
379<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
380<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS <\/td>\n<\/tr>\n
381<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
382<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
383<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
384<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
385<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
387<\/td>\nSECTION 902 FIRE PUMP AND RISER ROOM SIZE
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
389<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
392<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS <\/td>\n<\/tr>\n
396<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
399<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
402<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE <\/td>\n<\/tr>\n
403<\/td>\n[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa <\/td>\n<\/tr>\n
404<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
419<\/td>\n[F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
421<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
422<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
423<\/td>\n(EQUATION 9-1) <\/td>\n<\/tr>\n
424<\/td>\n(EQUATION 9-2) <\/td>\n<\/tr>\n
430<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
431<\/td>\n(EQUATION 9-3)
(EQUATION 9-4) <\/td>\n<\/tr>\n
432<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
433<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
434<\/td>\nSECTION 913 FIRE PUMPS
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES <\/td>\n<\/tr>\n
435<\/td>\nSECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
437<\/td>\nSECTION 916 GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
438<\/td>\nSECTION 917 MASS NOTIFICATION SYSTEMS
SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE <\/td>\n<\/tr>\n
440<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS <\/td>\n<\/tr>\n
441<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
442<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
443<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
444<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
[F] SECTION 1002 MAINTENANCE AND PLANS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
446<\/td>\nSECTION 1004 OCCUPANT LOAD
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
447<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
448<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
449<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
451<\/td>\nTABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 AND R-3 OCCUPANCIES <\/td>\n<\/tr>\n
452<\/td>\nTABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
SECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
454<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
457<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
465<\/td>\nTABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
467<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
471<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
472<\/td>\nSECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
474<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
475<\/td>\nSECTION 1015 GUARDS <\/td>\n<\/tr>\n
477<\/td>\nSECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
478<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
479<\/td>\nSECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
480<\/td>\nSECTION 1020 CORRIDORS
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
481<\/td>\nTABLE 1020.3 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
482<\/td>\nSECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS
SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
484<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
487<\/td>\nSECTION 1026 HORIZONTAL EXITS
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
488<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
489<\/td>\nSECTION 1029 EGRESS COURTS
SECTION 1030 ASSEMBLY <\/td>\n<\/tr>\n
491<\/td>\nTABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
494<\/td>\nTABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
497<\/td>\nSECTION 1031 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 11 RESERVED <\/td>\n<\/tr>\n
502<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 11A \u2013 HOUSING ACCESSIBILITY <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 11A HOUSING ACCESSIBILITY
DIVISION I \u2013 APPLICATION, GENERAL PROVISIONS AND DEFINITIONS
SECTION 1101A APPLICATION
SECTION 1102A BUILDING ACCESSIBILITY <\/td>\n<\/tr>\n
505<\/td>\nSECTION 1103A DESIGN AND CONSTRUCTION
SECTION 1104A COVERED MULTIFAMILY DWELLINGS <\/td>\n<\/tr>\n
506<\/td>\nSECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES
SECTION 1106 ASITE AND BUILDING CHARACTERISTICS
SECTION 1107A DEFINITIONS <\/td>\n<\/tr>\n
507<\/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
509<\/td>\nSECTION 1110A EXTERIOR ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
510<\/td>\nSECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES
SECTION 1113A WALKS AND SIDEWALKS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
511<\/td>\nSECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
512<\/td>\nSECTION 1115A EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
513<\/td>\nSECTION 1116A HAZARDS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
515<\/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 ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
516<\/td>\nSECTION 1120A RESERVED
SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
517<\/td>\nSECTION 1123A INTERIOR STAIRWAYS <\/td>\n<\/tr>\n
518<\/td>\nSECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS <\/td>\n<\/tr>\n
519<\/td>\nTABLE 1124A.3.2 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
521<\/td>\nSECTION 1125A HAZARDS ON ACCESSIBLE ROUTES
SECTION 1126A DOORS, GATES AND WINDOWS <\/td>\n<\/tr>\n
523<\/td>\nSECTION 1127A COMMON USE FACILITIES <\/td>\n<\/tr>\n
532<\/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
534<\/td>\nSECTION 1133A KITCHENS <\/td>\n<\/tr>\n
535<\/td>\nSECTION 1134A BATHING AND TOILET FACILITIES <\/td>\n<\/tr>\n
538<\/td>\nSECTION 1135A LAUNDRY ROOMS
SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS <\/td>\n<\/tr>\n
539<\/td>\nDIVISION V \u2013 FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS
SECTION 1137A OTHER FEATURES AND FACILITIES
SECTION 1138A SPACE ALLOWANCES AND REACH RANGES <\/td>\n<\/tr>\n
541<\/td>\nSECTION 1139A ACCESSIBLE DRINKING FOUNTAINS <\/td>\n<\/tr>\n
542<\/td>\nSECTION 1140A ACCESSIBLE TELEPHONES
SECTION 1141A ACCESSIBLE SWIMMING POOLS <\/td>\n<\/tr>\n
543<\/td>\nSECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
SECTION 1143A SIGNAGE <\/td>\n<\/tr>\n
544<\/td>\nTABLE 1143A.5 VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
545<\/td>\nTABLE 1143A.7.1 BRAILLE DIMENSIONS
SECTION 1144A RESERVED
SECTION 1145A RESERVED
SECTION 1146A RESERVED
SECTION 1147A RESERVED
SECTION 1148A RESERVED
SECTION 1149A RESERVED <\/td>\n<\/tr>\n
546<\/td>\nDIVISION VI \u2013 SITE IMPRACTICALITY TESTS
SECTION 1150A SITE IMPRACTICALITY TESTS <\/td>\n<\/tr>\n
548<\/td>\nDIVISION VII – FIGURES
FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL <\/td>\n<\/tr>\n
549<\/td>\nFIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION <\/td>\n<\/tr>\n
550<\/td>\nFIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS <\/td>\n<\/tr>\n
551<\/td>\nFIGURE 11A-1D WHEELCHAIR TURNING SPACE
FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH <\/td>\n<\/tr>\n
552<\/td>\nFIGURE 11A-1F CHANGE IN LEVEL <\/td>\n<\/tr>\n
553<\/td>\nFIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
554<\/td>\nFIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES <\/td>\n<\/tr>\n
555<\/td>\nFIGURE 11A-1I FORWARD REACH <\/td>\n<\/tr>\n
556<\/td>\nFIGURE 11A-1J SIDE REACH <\/td>\n<\/tr>\n
557<\/td>\nFIGURE 11A-1K MINIMUM CLEARANCES FOR SEATING AND TABLE <\/td>\n<\/tr>\n
558<\/td>\nFIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE <\/td>\n<\/tr>\n
559<\/td>\nFIGURE 11A-2A DOUBLE PARKING STALLS
FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS <\/td>\n<\/tr>\n
560<\/td>\nFIGURE 11A-2C DIAGONAL PARKING STALLS <\/td>\n<\/tr>\n
561<\/td>\nFIGURE 11A-3A CURB DETAILS <\/td>\n<\/tr>\n
562<\/td>\nFIGURE 11A-3B CURB DETAIL <\/td>\n<\/tr>\n
563<\/td>\nFIGURE 11A-3C CURB DETAIL <\/td>\n<\/tr>\n
564<\/td>\nFIGURE 11A-3D CURB DETAIL
FIGURE 11A-3E CURB DETAIL <\/td>\n<\/tr>\n
565<\/td>\nFIGURE 11A-3F CURB DETAIL – SIDEWALK LESS THAN 60\u2033 WIDE
FIGURE 11A-3G CURB DETAIL <\/td>\n<\/tr>\n
566<\/td>\nFIGURE 11A-3H CURB DETAIL
FIGURE 11A-3I CURB DETAIL <\/td>\n<\/tr>\n
567<\/td>\nFIGURE 11A-3J CURB DETAIL
FIGURE 11A-3K CURB DETAIL <\/td>\n<\/tr>\n
568<\/td>\nFIGURE 11A-3L CURB SECTIONS <\/td>\n<\/tr>\n
569<\/td>\nFIGURE 11A-5A RAMPS AND SIDEWALKS <\/td>\n<\/tr>\n
570<\/td>\nFIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS <\/td>\n<\/tr>\n
571<\/td>\nFIGURE 11A-6B HANDRAILS <\/td>\n<\/tr>\n
572<\/td>\nFIGURE 11A-6C RAMP DIMENSIONS <\/td>\n<\/tr>\n
573<\/td>\nFIGURE 11A-6D RAMP LANDING AND DOORWAY <\/td>\n<\/tr>\n
574<\/td>\nFIGURE 11A-6E STAIR HANDRAILS <\/td>\n<\/tr>\n
575<\/td>\nFIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS <\/td>\n<\/tr>\n
576<\/td>\nFIGURE 11A-7B ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
577<\/td>\nFIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES
FIGURE 11A-7D GRAPH OF TIMING EQUATION <\/td>\n<\/tr>\n
578<\/td>\nFIGURE 11A-8A MANEUVERING CLEARANCE AT SWINGING DOORS <\/td>\n<\/tr>\n
579<\/td>\nFIGURE 11A-8B MANEUVERING CLEARANCE AT DOORWAYS, SLIDING DOORS AND FOLDING DOORS <\/td>\n<\/tr>\n
580<\/td>\nFIGURE 11A-8C MANEUVERING CLEARANCES AT RECESSED DOORS <\/td>\n<\/tr>\n
581<\/td>\nFIGURE 11A-8G VESTIBULE <\/td>\n<\/tr>\n
582<\/td>\nFIGURE 11A-8H VESTIBULE <\/td>\n<\/tr>\n
583<\/td>\nFIGURE 11A-8I THRESHOLDS
FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR
FIGURE 11A-8 KRAMP AT SECONDARY EXTERIOR DOOR <\/td>\n<\/tr>\n
584<\/td>\nFIGURE 11A-9A TOILET FACILITIES <\/td>\n<\/tr>\n
585<\/td>\nFIGURE 11A-9B WATER CLOSETS <\/td>\n<\/tr>\n
586<\/td>\nFIGURE 11A-9C GRAB BARS <\/td>\n<\/tr>\n
587<\/td>\nFIGURE 11A-9D KNEE AND TOE SPACE <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS <\/td>\n<\/tr>\n
589<\/td>\nFIGURE 11A-9F GRAB BARS AT BATHTUBS <\/td>\n<\/tr>\n
590<\/td>\nFIGURE 11A-9G REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
591<\/td>\nFIGURE 11A-9H STANDARD ROLL-IN SHOWER <\/td>\n<\/tr>\n
592<\/td>\nFIGURE 1A-9I SHOWER SEATS AND GRAB BARS <\/td>\n<\/tr>\n
593<\/td>\nFIGURE 11A-9J OPEN SHOWER <\/td>\n<\/tr>\n
594<\/td>\nFIGURE 11A-9K ALTERNATE ROLL-IN SHOWER <\/td>\n<\/tr>\n
595<\/td>\nFIGURE 11A-9L SHOWER WITH WATER CLOSET
FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET <\/td>\n<\/tr>\n
596<\/td>\nFIGURE 11A-10A KITCHEN SPECIFICATIONS <\/td>\n<\/tr>\n
597<\/td>\nFIGURE 11A-11A DRINKING FOUNTAINS <\/td>\n<\/tr>\n
598<\/td>\nFIGURE 11A-11B TELEPHONES <\/td>\n<\/tr>\n
599<\/td>\nFIGURE 11A-11E <\/td>\n<\/tr>\n
600<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 11B \u2013 ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING <\/td>\n<\/tr>\n
602<\/td>\nCHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING
DIVISION 1: APPLICATION AND ADMINISTRATION
11B-101 PURPOSE
11B-102 DIMENSIONS FOR ADULTS AND CHILDREN
11B-103 EQUIVALENT FACILITATION
11B-104 CONVENTIONS
FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES
11B-105 REFERENCED STANDARDS
11B-106 DEFINITIONS <\/td>\n<\/tr>\n
604<\/td>\n11B-107 SPECIAL CONDITIONS APPEALS ACTION
11B-108 MAINTENANCE OF ACCESSIBLE FEATURES <\/td>\n<\/tr>\n
605<\/td>\nDIVISION 2: SCOPING REQUIREMENTS
11B-201 APPLICATION
11B-202 EXISTING BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n
607<\/td>\n11B-203 GENERAL EXCEPTIONS <\/td>\n<\/tr>\n
608<\/td>\n11B-204 PROTRUDING OBJECTS
FIGURE 11B-205.1 Ex. 9 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES
11B-205 OPERABLE PARTS
11B-206 ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
613<\/td>\n11B-207 ACCESSIBLE MEANS OF EGRESS
11B-208 PARKING SPACES
TABLE 11B-208.2 PARKING SPACES <\/td>\n<\/tr>\n
614<\/td>\n11B-209 PASSENGER DROP-OFF AND LOADING ZONES AND BUSSTOPS <\/td>\n<\/tr>\n
615<\/td>\n11B-210 STAIRWAYS
11B-211 DRINKING FOUNTAINS AND BOTTLE-FILLING STATIONS
11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS
11B-213 TOILET FACILITIES AND BATHING FACILITIES <\/td>\n<\/tr>\n
616<\/td>\n11B-214 WASHING MACHINES AND CLOTHES DRYERS
11B-215 FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS <\/td>\n<\/tr>\n
617<\/td>\n11B-216 SIGNS <\/td>\n<\/tr>\n
618<\/td>\n11B-217 TELEPHONES <\/td>\n<\/tr>\n
619<\/td>\nTABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES
11B-218 TRANSPORTATION FACILITIES <\/td>\n<\/tr>\n
620<\/td>\n11B-219 ASSISTIVE LISTENING SYSTEMS
11B-220 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES
11B-221 ASSEMBLY AREAS <\/td>\n<\/tr>\n
621<\/td>\nTABLE 11B-221.2.1.1 NUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREAS <\/td>\n<\/tr>\n
622<\/td>\n11B-222 DRESSING, FITTING AND LOCKER ROOMS
11B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES <\/td>\n<\/tr>\n
623<\/td>\n11B-224 TRANSIENT LODGING GUEST ROOMS, HOUSING AT A PLACE OF EDUCATION AND SOCIAL SERVICE CENTER ESTABLISHMENTS <\/td>\n<\/tr>\n
624<\/td>\nTABLE 11B-224.2 GUEST ROOMS WITH MOBILITY FEATURES
TABLE 11B-224.4 GUEST ROOMS WITH COMMUNICATION FEATURES
11B-225 STORAGE <\/td>\n<\/tr>\n
625<\/td>\nTABLE 11B-225.3 SELF-SERVICE STORAGE FACILITIES
11B-226 DINING SURFACES AND WORK SURFACES
11B-227 SALES AND SERVICE
TABLE 11B-227.2 CHECK-OUT AISLES <\/td>\n<\/tr>\n
626<\/td>\n11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES, FUEL DISPENSERS AND ELECTRIC VEHICLE CHARGING STATIONS
TABLE 11B-228.3.2.1 ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC USE AND COMMON USE <\/td>\n<\/tr>\n
627<\/td>\n11B-229 WINDOWS
11B-230 TWO-WAY COMMUNICATION SYSTEMS
11B-231 JUDICIAL FACILITIES
11B-232 DETENTION FACILITIES AND CORRECTIONAL FACILITIES <\/td>\n<\/tr>\n
628<\/td>\n11B-233 PUBLIC HOUSING FACILITIES <\/td>\n<\/tr>\n
631<\/td>\n11B-234 AMUSEMENT RIDES
11B-235 RECREATIONAL BOATING FACILITIES <\/td>\n<\/tr>\n
632<\/td>\nTABLE 11B-235.2 BOAT SLIPS
11B-236 EXERCISE MACHINES AND EQUIPMENT
11B-237 FISHING PIERS AND PLATFORMS
11B-238 GOLF FACILITIES
11B-239 MINIATURE GOLF FACILITIES
11B-240 PLAY AREAS <\/td>\n<\/tr>\n
633<\/td>\nTABLE 11B-240.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES
11B-241 SAUNAS AND STEAM ROOMS
11B-242 SWIMMING POOLS, WADING POOLS AND SPAS
11B-243 SHOOTING FACILITIES WITH FIRING POSITIONS <\/td>\n<\/tr>\n
634<\/td>\n11B-244 RELIGIOUS FACILITIES
11B-245 PUBLIC ACCOMMODATIONS LOCATED IN PRIVATE RESIDENCES
11B-246 OUTDOOR DEVELOPED AREAS
11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
11B-248 COMMON USE AREAS AND EMPLOYEE WORK AREAS <\/td>\n<\/tr>\n
635<\/td>\n11B-249 ADULT CHANGING FACILITIES
11B-250 CIRCULATION PATHS <\/td>\n<\/tr>\n
636<\/td>\nDIVISION 3: BUILDING BLOCKS
11B-301 GENERAL
11B-302 FLOOR OR GROUND SURFACES
FIGURE 11B-302.2 CARPET PILE HEIGHT
FIGURE 11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES
11B-303 CHANGES IN LEVEL
FIGURE 11B-303.2 VERTICAL CHANGE IN LEVEL
FIGURE 11B-303.3 BEVELED CHANGE IN LEVEL
11B-304 TURNING SPACE <\/td>\n<\/tr>\n
637<\/td>\nFIGURE 11B-304.3.2 T-SHAPED TURNING SPACE
11B-305 CLEAR FLOOR OR GROUND SPACE
FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE
FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE
FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH <\/td>\n<\/tr>\n
638<\/td>\nFIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH
11B-306 KNEE AND TOE CLEARANCE
FIGURE 11B-306.2 TOE CLEARANCE
FIGURE 11B-306.3 KNEE CLEARANCE <\/td>\n<\/tr>\n
639<\/td>\n11B-307 PROTRUDING OBJECTS
FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS
FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n
640<\/td>\nFIGURE 11B-307.4 VERTICAL CLEARANCE
FIGURE 11B-307.4.1 GUY BRACES
11B-308 REACH RANGES
FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH
FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH <\/td>\n<\/tr>\n
641<\/td>\nFIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH
FIGURE 11B-308.3.2 OBSTRUCTED HIGH SIDE REACH
TABLE 11B-308.4 SUGGESTED DIMENSIONS FOR CHILDREN\u2019S USE
11B-309 OPERABLE PARTS <\/td>\n<\/tr>\n
642<\/td>\nDIVISION 4: ACCESSIBLE ROUTES
11B-401 GENERAL
11B-402 ACCESSIBLE ROUTES
11B-403 WALKING SURFACES
FIGURE 11B-403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
643<\/td>\nFIGURE 11B-403.5.2 CLEAR WIDTH AT TURN
11B-404 DOORS, DOORWAYS AND GATES <\/td>\n<\/tr>\n
644<\/td>\nFIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS
TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES <\/td>\n<\/tr>\n
645<\/td>\nFIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES <\/td>\n<\/tr>\n
646<\/td>\nFIGURE 11B-404.2.4.1\u2014continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES <\/td>\n<\/tr>\n
647<\/td>\nTABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS and MANUAL FOLDING DOORS
FIGURE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES and FOLDING DOORS <\/td>\n<\/tr>\n
648<\/td>\nFIGURE 11B-404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES
FIGURE 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES <\/td>\n<\/tr>\n
650<\/td>\n11B-405 RAMPS <\/td>\n<\/tr>\n
651<\/td>\nFIGURE 11B-405.7 RAMP LANDINGS
FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION
11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS <\/td>\n<\/tr>\n
652<\/td>\nFIGURE 11B-406.2.2 SIDES OF CURB RAMPS
FIGURE 11B-406.3.2 PARALLEL CURB RAMPS
FIGURE 11B-406.5.3 LANDINGS AT THE TOP OF CURB RAMPS <\/td>\n<\/tr>\n
653<\/td>\nFIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS
FIGURE 11B-406.6 ISLANDS IN CROSSINGS
FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS
11B-407 ELEVATORS <\/td>\n<\/tr>\n
654<\/td>\nFIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS <\/td>\n<\/tr>\n
655<\/td>\nFIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBSOF ELEVATOR HOISTWAY ENTRANCES
TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
656<\/td>\nFIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
657<\/td>\nTABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION <\/td>\n<\/tr>\n
658<\/td>\n11B-408 LIMITED-USE\/LIMITED-APPLICATION ELEVATORS <\/td>\n<\/tr>\n
659<\/td>\nFIGURE 11B-408.4.1 LIMITED-USE\/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS
11B-409 PRIVATE RESIDENCE ELEVATORS <\/td>\n<\/tr>\n
660<\/td>\nFIGURE 11B-409.4.6.2 LOCATION OF PRIVATE RESIDENCE ELEVATOR CONTROL PANEL
11B-410 PLATFORM LIFTS
FIGURE 11B-410.6 PLATFORM LIFT DOORS AND GATES
11B-411 DESTINATION-ORIENTED ELEVATORS <\/td>\n<\/tr>\n
661<\/td>\nFIGURE 11B-411.2.1.2.3 DESTINATION-ORIENTED ELEVATOR ACCESSIBILITY FUNCTION BUTTON INDICATION <\/td>\n<\/tr>\n
664<\/td>\nFIGURE 11B-411.2.3 FLOOR DESIGNATION AND CAR DESIGNATION SIGNS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES <\/td>\n<\/tr>\n
666<\/td>\nDIVISION 5: GENERAL SITE AND BUILDING ELEMENTS
11B-501 GENERAL
11B-502 PARKING SPACES
FIGURE 11B-502.2 VEHICLE PARKING SPACES <\/td>\n<\/tr>\n
667<\/td>\nFIGURE 11B-502.3 PARKING SPACE ACCESS AISLE <\/td>\n<\/tr>\n
668<\/td>\nFIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION <\/td>\n<\/tr>\n
669<\/td>\n11B-503 PASSENGER DROP-OFF AND LOADING ZONES
FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE <\/td>\n<\/tr>\n
670<\/td>\n11B-504 STAIRWAYS
FIGURE 11B-504.5 STAIR NOSINGS
11B-505 HANDRAILS <\/td>\n<\/tr>\n
671<\/td>\nFIGURE 11B-505.4 HANDRAIL HEIGHT
FIGURE 11B-505.5 HANDRAIL CLEARANCE
FIGURE 11B-505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE
FIGURE 11B-505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION <\/td>\n<\/tr>\n
672<\/td>\nFIGURE 11B-505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS
FIGURE 11B-505.10.2 TOP HANDRAIL EXTENSION AT STAIRS
FIGURE 11B-505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS <\/td>\n<\/tr>\n
673<\/td>\nDIVISION 6: PLUMBING ELEMENTS AND FACILITIES
11B-601 GENERAL
11B-602 DRINKING FOUNTAINS AND BOTTLE-FILLING STATIONS
FIGURE 11B-602.5 DRINKING FOUNTAIN SPOUT LOCATION
11B-603 TOILET AND BATHING ROOMS <\/td>\n<\/tr>\n
674<\/td>\n11B-604 WATER CLOSETS AND TOILET COMPARTMENTS
FIGURE 11B-604.2 WATER CLOSET LOCATION
FIGURE 11B-604.3.1 SIZE OF CLEARANCE AT WATER CLOSETS
FIGURE 11B-604.3.2 (EXCEPTION) OVERLAP OF WATER CLOSET CLEARANCE IN RESIDENTIAL DWELLING UNITS <\/td>\n<\/tr>\n
675<\/td>\nFIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS
FIGURE 11B-604.7.1 DISPENSER OUTLET LOCATION
FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS
FIGURE 11B-604.7.2 DISPOSAL UNIT LOCATION <\/td>\n<\/tr>\n
676<\/td>\nFIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR <\/td>\n<\/tr>\n
677<\/td>\nFIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END-OPENING DOOR
FIGURE 11B-604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS <\/td>\n<\/tr>\n
678<\/td>\nFIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE
11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT <\/td>\n<\/tr>\n
679<\/td>\nTABLE 11B-604.9 SUGGESTED DIMENSIONS FOR CHILDREN\u2019S USE
11B-605 URINALS
FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS
11B-606 LAVATORIES AND SINKS <\/td>\n<\/tr>\n
680<\/td>\n11B-607 BATHTUBS
FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS <\/td>\n<\/tr>\n
681<\/td>\nFIGURE 11B-607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS
FIGURE 11B-607.4.2 GRAB BARS FOR BATHTUBS WITH REMOVABLE IN-TUB SEATS <\/td>\n<\/tr>\n
682<\/td>\nFIGURE 11B-607.5 BATHTUB CONTROL LOCATION
11B-608 SHOWER COMPARTMENTS
FIGURE 11B-608.2.1 TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
FIGURE 11B-608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE <\/td>\n<\/tr>\n
683<\/td>\nFIGURE 11B-608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
FIGURE 11B-608.3.1 GRAB BARS FOR TRANSFER TYPE SHOWERS
FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER
FIGURE 11B-608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS <\/td>\n<\/tr>\n
684<\/td>\nFIGURE 11B-608.5.1 TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION
FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION
FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION <\/td>\n<\/tr>\n
685<\/td>\n11B-609 GRAB BARS
FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION
FIGURE 11B-609.3 SPACING OF GRAB BARS
11B-610 SEATS <\/td>\n<\/tr>\n
686<\/td>\nFIGURE 11B-610.2 BATHTUB SEATS
FIGURE 11B-610.3 EXTENT OF SEAT
FIGURE 11B-610.3.1 RECTANGULAR SHOWER SEAT
FIGURE 11B-610.3.2 L-SHAPED SHOWER SEAT
11B-611 WASHING MACHINES AND CLOTHES DRYERS <\/td>\n<\/tr>\n
687<\/td>\nFIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING
11B-612 SAUNAS AND STEAM ROOMS <\/td>\n<\/tr>\n
688<\/td>\nDIVISION 7: COMMUNICATION ELEMENTS AND FEATURES
11B-701 GENERAL
11B-702 FIRE ALARM SYSTEMS
11B-703 SIGNS
FIGURE 11B-703.2.5 HEIGHT OF RAISED CHARACTERS <\/td>\n<\/tr>\n
689<\/td>\nTABLE 11B-703.3.1 BRAILLE DIMENSIONS
FIGURE 11B-703.3.1 BRAILLE MEASUREMENT
FIGURE 11B-703.3.2 POSITION OF BRAILLE
FIGURE 11B-703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND <\/td>\n<\/tr>\n
690<\/td>\nFIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS
TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
691<\/td>\nFIGURE 11B-703.6.1 PICTOGRAM FIELD
FIGURE 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY
FIGURE 11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY <\/td>\n<\/tr>\n
692<\/td>\nFIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE
FIGURE 11B-703.7.2.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
FIGURE 11B-703.7.2.6.4 EDGES AND VERTICES ON GEOMETRIC SYMBOLS <\/td>\n<\/tr>\n
693<\/td>\nTABLE 11B-703.8.4 LOW RESOLUTION VMS CHARACTER HEIGHT
TABLE 11B-703.8.5 PIXEL COUNT FOR LOW RESOLUTION VMS
11B-704 TELEPHONES <\/td>\n<\/tr>\n
694<\/td>\nFIGURE 11B-703.8.5 LOW RESOLUTION VMS CHARACTERS
FIGURE 11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE
FIGURE 11B-704.2.1.2FORWARD APPROACH TO TELEPHONE <\/td>\n<\/tr>\n
695<\/td>\n11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL
\nTEXTURE
FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES <\/td>\n<\/tr>\n
696<\/td>\nFIGURE 11B-705.1.2.2.2 PARALLEL CURB RAMPS <\/td>\n<\/tr>\n
697<\/td>\nFIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE
11B-706 ASSISTIVE LISTENING SYSTEMS
11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND
\nPOINT-OF-SALE DEVICES <\/td>\n<\/tr>\n
698<\/td>\nFIGURE 11B-707.6.2 NUMERIC KEY LAYOUT <\/td>\n<\/tr>\n
699<\/td>\n11B-708 TWO-WAY COMMUNICATION SYSTEMS <\/td>\n<\/tr>\n
700<\/td>\nDIVISION 8: SPECIAL ROOMS, SPACES AND ELEMENTS
11B-801 GENERAL
11B-802 WHEELCHAIR SPACES, COMPANION SEATS AND DESIGNATED
\nAISLE SEATS AND SEMI-AMBULANT SEATS
FIGURE 11B-802.1.2WIDTH OF WHEELCHAIR SPACES
FIGURE 11B-802.1.3 DEPTH OF WHEELCHAIR SPACES
FIGURE 11B-802.2.1.1 LINES OF SIGHT OVER THEHEADS OF SEATED SPECTATORS
FIGURE 11B-802.2.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS <\/td>\n<\/tr>\n
701<\/td>\nFIGURE 11B-802.2.2.1 LINES OF SIGHT OVER THEHEADS OF STANDING SPECTATORS
FIGURE 11B-802.2.2.2 LINES OF SIGHT BETWEEN THE HEADS OF STANDING SPECTATORS
11B-803 DRESSING, FITTING AND LOCKER ROOMS
11B-804 KITCHENS, KITCHENETTES AND WET BARS <\/td>\n<\/tr>\n
702<\/td>\nFIGURE 11B-804.2.1 PASS THROUGH KITCHENS
FIGURE 11B-804.2.2 U-SHAPED KITCHENS <\/td>\n<\/tr>\n
703<\/td>\n11B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES <\/td>\n<\/tr>\n
704<\/td>\n11B-806 TRANSIENT LODGING GUEST ROOMS
11B-807 HOLDING CELLS AND HOUSING CELLS <\/td>\n<\/tr>\n
705<\/td>\n11B-808 COURTROOMS
11B-809 RESIDENTIAL DWELLING UNITS <\/td>\n<\/tr>\n
706<\/td>\nFIGURE 11B-809.8 Ex. 1(c) PLATFORM AT SECONDARY EXTERIOR DOOR <\/td>\n<\/tr>\n
707<\/td>\nFIGURE 11B-809.8 Ex. 1(d) RAMP AT SECONDARY EXTERIOR DOOR <\/td>\n<\/tr>\n
708<\/td>\nFIGURE 11B-809.9.2 CLEAR WIDTH AT KITCHENS <\/td>\n<\/tr>\n
709<\/td>\nFIGURE 11B-809.10.5.2 REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
710<\/td>\nFIGURE 11B-809.10.6.1 SHOWERS
FIGURE 11B-809.10.7.1 FLOOR SPACE
FIGURE 11B-809.10.6.4 REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
711<\/td>\nFIGURE 11B-809.10.7.3 REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
712<\/td>\nFIGURE 11B-809.12 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES
11B-810 TRANSPORTATION FACILITIES
FIGURE 11B-810.3B US SHELTERS
FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS <\/td>\n<\/tr>\n
713<\/td>\nFIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS
11B-811 STORAGE
11B-812 ELECTRIC VEHICLE CHARGING STATIONS <\/td>\n<\/tr>\n
715<\/td>\nFIGURE 11B-812.9 SURFACE MARKING <\/td>\n<\/tr>\n
716<\/td>\n11B-813 ADULT CHANGING FACILITIES
FIGURE 11B-813.2.1.2 CLEARANCE AROUND ADULT CHANGING TABLE <\/td>\n<\/tr>\n
717<\/td>\nDIVISION 9: BUILT-IN ELEMENTS
11B-901 GENERAL
11B-902 DINING SURFACES AND WORK SURFACES
11B-903 BENCHES
FIGURE 11B-903.4 BENCH BACK SUPPORT
11B-904 CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS
FIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS <\/td>\n<\/tr>\n
718<\/td>\nFIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS <\/td>\n<\/tr>\n
719<\/td>\nDIVISION 10: RECREATION FACILITIES
11B-1001 GENERAL
11B-1002 AMUSEMENT RIDES
FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIRSPACES IN AMUSEMENT RIDES <\/td>\n<\/tr>\n
720<\/td>\n11B-1003 RECREATIONAL BOATING FACILITIES <\/td>\n<\/tr>\n
721<\/td>\nFIGURE 11B-1003.3.1 BOAT SLIP CLEARANCE
FIGURE 11B-1003.3.1 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS
FIGURE 11B-1003.3.1 (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS <\/td>\n<\/tr>\n
722<\/td>\nFIGURE 11B-1003.3.2 BOARDING PIER CLEARANCE
FIGURE 11B-1003.3.2 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS
FIGURE 11B-1003.3.2 (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS
11B-1004 EXERCISE MACHINES AND EQUIPMENT <\/td>\n<\/tr>\n
723<\/td>\n11B-1005 FISHING PIERS AND PLATFORMS
FIGURE 11B-1005.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS
11B-1006 GOLF FACILITIES <\/td>\n<\/tr>\n
724<\/td>\n11B-1007 MINIATURE GOLF FACILITIES
FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA
11B-1008 PLAY AREAS <\/td>\n<\/tr>\n
725<\/td>\nFIGURE 11B-1008.3.1 TRANSFER PLATFORMS <\/td>\n<\/tr>\n
726<\/td>\nFIGURE 11B-1008.3.2 TRANSFER STEPS
11B-1009 SWIMMING POOLS, WADING POOLS AND SPAS
FIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION <\/td>\n<\/tr>\n
727<\/td>\nFIGURE 11B-1009.2.3 CLEAR DECK SPACE AT POOL LIFTS
FIGURE 11B-1009.2.4 POOL LIFT SEAT HEIGHT
FIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH
FIGURE 11B-1009.2.8 POOL LIFT SUBMERGED DEPTH <\/td>\n<\/tr>\n
728<\/td>\nFIGURE 11B-1009.3.3 HANDRAILS FOR SLOPED ENTRY
FIGURE 11B-1009.4.1 CLEAR DECK SPACE AT TRANSFER WALLS
FIGURE 11B-1009.4.2 TRANSFER WALL HEIGHT
FIGURE 11B-1009.4.3 DEPTH AND LENGTH OF TRANSFER WALLS <\/td>\n<\/tr>\n
729<\/td>\nFIGURE 11B-1009.4.5 GRAB BARS FOR TRANSFER WALLS
FIGURE 11B-1009.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM
FIGURE 11B-1009.5.1 SIZE OF TRANSFER PLATFORM <\/td>\n<\/tr>\n
730<\/td>\nFIGURE 11B-1009.5.4 TRANSFER STEPS
FIGURE 11B-1009.5.6 SIZE OF TRANSFER STEPS
FIGURE 11B-1009.5.7 GRAB BARS
11B-1010 SHOOTIN G FACILITIES WITH FIRING POSITIONS <\/td>\n<\/tr>\n
732<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 12 \u2013 INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n
733<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 12 \u2013 INTERIOR ENVIRONMENT\u2014continued <\/td>\n<\/tr>\n
734<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 VENTILATION <\/td>\n<\/tr>\n
736<\/td>\nTABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
TABLE 1202.3.1 IECC VERSUS CALIFORNIA ENERGY CODE CLIMATE ZONE COMPARISON <\/td>\n<\/tr>\n
737<\/td>\nSECTION 1203 TEMPERATURE CONTROL <\/td>\n<\/tr>\n
738<\/td>\nSECTION 1204 LIGHTING
SECTION 1205 YARDS OR COURTS <\/td>\n<\/tr>\n
739<\/td>\nSECTION 1206 SOUND TRANSMISSION
SECTION 1207 ENHANCED CLASSROOM ACOUSTICS
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
740<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
741<\/td>\nSECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS <\/td>\n<\/tr>\n
742<\/td>\nSECTION 1212 [HCD 1] POLLUTANT CONTROL
SECTION 1213 RESERVED
SECTION 1214 RESERVED
SECTION 1215 RESERVED
SECTION 1216 RESERVED
SECTION 1217 RESERVED
SECTION 1218 RESERVED
SECTION 1219 RESERVED
SECTION 1220 RESERVED
SECTION 1221 RESERVED
SECTION 1222 RESERVED
SECTION 1223 RESERVED
SECTION 1224 [OSHPD 1] HOSPITALS <\/td>\n<\/tr>\n
748<\/td>\nTABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION) AND MEDICAL AIR SYSTEMS1 <\/td>\n<\/tr>\n
749<\/td>\nTABLE 1224.4.6.5[OSHPD 1, 2, 3, 4 & 5] LOCATION OF NURSE CALL DEVICES\u2022 = Required <\/td>\n<\/tr>\n
752<\/td>\nTABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
753<\/td>\nTABLE 1224.4.11.4a EXAMINATION\/TREATMENT, IMAGING, PROCEDURE AND OPERATING ROOM CLASSIFICATION1 <\/td>\n<\/tr>\n
756<\/td>\nTABLE 1224.4.19 SOUND TRANSMISSION LIMITATIONS IN HOSPITALS <\/td>\n<\/tr>\n
794<\/td>\nSECTION 1225 [OSHPD 2] SKILLED NURSING ANDINTERMEDIATE-CARE FACILITIES <\/td>\n<\/tr>\n
803<\/td>\nSECTION 1226 [OSHPD 3] CLINICS <\/td>\n<\/tr>\n
814<\/td>\nSECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS <\/td>\n<\/tr>\n
819<\/td>\nSECTION 1228 [OSHPD 5] ACUTE PSYCHIATRIC HOSPITALS <\/td>\n<\/tr>\n
826<\/td>\nSECTION 1229 RESERVED
SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES <\/td>\n<\/tr>\n
827<\/td>\nTABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES <\/td>\n<\/tr>\n
830<\/td>\nSECTION 1231 [BSCC] LOCAL DETENTION <\/td>\n<\/tr>\n
831<\/td>\nTABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES <\/td>\n<\/tr>\n
836<\/td>\nSECTION 1232 RESERVED
SECTION 1233 RESERVED
SECTION 1234 RESERVED
SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS <\/td>\n<\/tr>\n
837<\/td>\nSECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS
SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES
SECTION 1238 RESERVED
SECTION 1239 RESERVED
SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS <\/td>\n<\/tr>\n
838<\/td>\nTABLE 1240.15.1 <\/td>\n<\/tr>\n
839<\/td>\nSECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES
SECTION 1242 [AGR] RENDERERS
SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
840<\/td>\nSECTION 1244 RESERVED
SECTION 1245 RESERVED
SECTION 1246 RESERVED
SECTION 1247 RESERVED
SECTION 1248 RESERVED
SECTION 1249 RESERVED
SECTION 1250 [CA] PHARMACIES <\/td>\n<\/tr>\n
841<\/td>\nSECTION 1251 [CA] VETERINARY FACILITIES
SECTION 1252 [CA] BARBER COLLEGES AND SHOPS
SECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS ANDSATELLITE CLASSROOMS <\/td>\n<\/tr>\n
842<\/td>\nSECTION 1254 [CA] ACUPUNCTURE OFFICES <\/td>\n<\/tr>\n
844<\/td>\nCHAPTER 13 ENERGY EFFICIENCY <\/td>\n<\/tr>\n
846<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 14 \u2013 EXTERIOR WALLS <\/td>\n<\/tr>\n
848<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
849<\/td>\nSECTION 1403 MATERIALS <\/td>\n<\/tr>\n
850<\/td>\nSECTION 1404 INSTALLATION OF WALL COVERINGS
TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
851<\/td>\nTABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES
TABLE 1404.3(2) VAPOR RETARDER OPTIONS
TABLE 1404.3(3) CLASS III VAPOR RETARDERS
TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER <\/td>\n<\/tr>\n
856<\/td>\nSECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
857<\/td>\nTABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1406 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
858<\/td>\nSECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS)
SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
859<\/td>\nSECTION 1409 PLASTIC COMPOSITE DECKING
SECTION 1410 [DSA-SS & DSA-SS\/CC, OSHPD 1, 1R, 2, 4 & 5] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER <\/td>\n<\/tr>\n
860<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 15 \u2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
862<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 ROOF DRAINAGE
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
863<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158 <\/td>\n<\/tr>\n
864<\/td>\nTABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFSa
SECTION 1505 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
865<\/td>\nTABLE 1505.1 MINIMUM ROOF COVERINGCLASSIFICATION FOR TYPES OF CONSTRUCTIONa <\/td>\n<\/tr>\n
866<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
TABLE 1507.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
867<\/td>\nTABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
868<\/td>\nTABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
869<\/td>\nTABLE 1507.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
871<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa <\/td>\n<\/tr>\n
872<\/td>\nTABLE 1507.4.3(1)METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
873<\/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
874<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
875<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
876<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS
TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
877<\/td>\nSECTION 1508 ROOF INSULATION
BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
878<\/td>\nSECTION 1509 ROOF COATINGS
TABLE 1509.2 ROOF COATING MATERIAL STANDARDS
SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION 1511 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
880<\/td>\nSECTION 1512 REROOFING <\/td>\n<\/tr>\n
881<\/td>\nSECTION 1513 [DSA-SS & DSA-SS\/CC, OSHPD 1, 1R, 2, 4 & 5] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS <\/td>\n<\/tr>\n
884<\/td>\nINDEX <\/td>\n<\/tr>\n
926<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
928<\/td>\nCODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
929<\/td>\nDIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
930<\/td>\n2023 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 | LOS ANGELES COUNTY CODE TITLE 26\u00a9 <\/td>\n<\/tr>\n
931<\/td>\n2023 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 | LOS ANGELES COUNTY CODE TITLE 26\u00a9 <\/td>\n<\/tr>\n
932<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
933<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
934<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 <\/td>\n<\/tr>\n
935<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
946<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE <\/td>\n<\/tr>\n
947<\/td>\nARRANGEMENT AND FORMAT OF THE 2021 IBC <\/td>\n<\/tr>\n
959<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
975<\/td>\nCALIFORNIA FIRE CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
977<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 NOTATIONS <\/td>\n<\/tr>\n
978<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
979<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
980<\/td>\nTABLE 1604.3 DEFLECTION LIMITSa <\/td>\n<\/tr>\n
981<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
982<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
983<\/td>\n(EQUATION 16-1)
(EQUATION 16-2)
(EQUATION 16-3)
(EQUATION 16-4)
(EQUATION 16-5)
(EQUATION 16-6)
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
984<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
985<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
986<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
988<\/td>\n(EQUATION 16-7)
TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
989<\/td>\n(EQUATION 16-8)
(EQUATION 16-9) <\/td>\n<\/tr>\n
990<\/td>\n(EQUATION 16-10)
(EQUATION 16-11)
(EQUATION 16-12)
(EQUATION 16-13)
(EQUATION 16-14)
(EQUATION 16-15)
(EQUATION 16-16) <\/td>\n<\/tr>\n
992<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
993<\/td>\nTABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa <\/td>\n<\/tr>\n
994<\/td>\nFIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
995<\/td>\nFIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
996<\/td>\n(EQUATION 16-17) <\/td>\n<\/tr>\n
997<\/td>\nFIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
998<\/td>\nFIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
999<\/td>\nFIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1000<\/td>\nFIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1001<\/td>\n(EQUATION 16-18)
TABLE 1609.3.1 WIND SPEED CONVERSIONSa
SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE <\/td>\n<\/tr>\n
1002<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
(EQUATION 16-19) <\/td>\n<\/tr>\n
1003<\/td>\nFIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
1004<\/td>\nFIGURE 1611.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
1005<\/td>\nFIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
1006<\/td>\nFIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
1007<\/td>\nFIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
1008<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
1009<\/td>\nSECTION 1613 EARTHQUAKE LOADS
(EQUATION 16-20)
(EQUATION 16-21)
(EQUATION 16-22) <\/td>\n<\/tr>\n
1010<\/td>\n(EQUATION 16-23)
TABLE 1613.2.3(1) [OSHPD 1R, 2 & 5] VALUES OF SITE COEFFICIENT
TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT <\/td>\n<\/tr>\n
1011<\/td>\nTABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
1012<\/td>\n(EQUATION 12.12-1) <\/td>\n<\/tr>\n
1015<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 TSUNAMI LOADS <\/td>\n<\/tr>\n
1016<\/td>\nFIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING <\/td>\n<\/tr>\n
1017<\/td>\nFIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1018<\/td>\nFIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1019<\/td>\nFIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1020<\/td>\nFIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1021<\/td>\nFIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1022<\/td>\nFIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATI0ONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1023<\/td>\nFIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1024<\/td>\nFIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING <\/td>\n<\/tr>\n
1025<\/td>\nFIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1026<\/td>\nSECTION 1616 STRUCTURAL INTEGRITY
FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
1027<\/td>\n(EQUATION 16-24)
(EQUATION 16-25)
SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
1035<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
1037<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A NOTATIONS
SECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
1039<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
1040<\/td>\nTABLE 1604A.3 DEFLECTION LIMITSa <\/td>\n<\/tr>\n
1041<\/td>\nTABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1 <\/td>\n<\/tr>\n
1042<\/td>\nTABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1043<\/td>\nSECTION 1605A LOAD COMBINATIONS <\/td>\n<\/tr>\n
1044<\/td>\n(EQUATION 16A-1)
(EQUATION 16A-2)
(EQUATION 16A-3)
(EQUATION 16A-4)
(EQUATION 16A-5)
(EQUATION 16A-6)
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS <\/td>\n<\/tr>\n
1045<\/td>\nTABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1046<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1047<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1049<\/td>\n(EQUATION 16A-7) <\/td>\n<\/tr>\n
1050<\/td>\nTABLE 1607A.12.1 LIVE LOAD ELEMENT FACTOR,
(EQUATION 16A-8)
(EQUATION 16A-9) <\/td>\n<\/tr>\n
1051<\/td>\n(EQUATION 16A-10)
(EQUATION 16A-11)
(EQUATION 16A-12)
(EQUATION 16A-13)
(EQUATION 16A-14)
(EQUATION 16A-15)
(EQUATION 16A-16) <\/td>\n<\/tr>\n
1053<\/td>\nSECTION 1608A SNOW LOADS <\/td>\n<\/tr>\n
1054<\/td>\nFIGURE 1608A.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
1055<\/td>\nFIGURE 1608A.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
1056<\/td>\nSECTION 1609A WIND LOADS
TABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa <\/td>\n<\/tr>\n
1057<\/td>\n(EQUATION 16A-17) <\/td>\n<\/tr>\n
1059<\/td>\nFIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1060<\/td>\nFIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1061<\/td>\nFIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1062<\/td>\nFIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1063<\/td>\nTABLE 1609A.3.1 WIND SPEED CONVERSIONSa
(EQUATION 16A-18)
SECTION 1610A SOIL LOADS AND HYDROSTATIC PRESSURE <\/td>\n<\/tr>\n
1064<\/td>\nTABLE 1610A.1 LATERAL SOIL LOAD
SECTION 1611A RAIN LOADS
(EQUATION 16A-19) <\/td>\n<\/tr>\n
1065<\/td>\nSECTION 1612A FLOOD LOADS <\/td>\n<\/tr>\n
1066<\/td>\nFIGURE 1611A.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
1067<\/td>\nFIGURE 1611A.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
1068<\/td>\nFIGURE 1611A.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
1069<\/td>\nFIGURE 1611A.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
1070<\/td>\nFIGURE 1611A.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
1071<\/td>\nSECTION 1613A EARTHQUAKE LOADS
(EQUATION 16A-20)
(EQUATION 16A-21)
(EQUATION 16A-22)
(EQUATION 16A-23)
SECTION 1614A ATMOSPHERIC ICE LOADS <\/td>\n<\/tr>\n
1072<\/td>\nTABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT
TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT
SECTION 1615A TSUNAMI LOADS
SECTION 1616A STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
1073<\/td>\nFIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
1074<\/td>\n(EQUATION 16A-24)
(EQUATION 16A-25)
SECTION 1617A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
1085<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
1086<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 SPECIAL INSPECTIONS AND TESTS\u2014continued <\/td>\n<\/tr>\n
1087<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 NEW MATERIALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
1088<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
1091<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
1093<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
1095<\/td>\nTABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
1096<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
1097<\/td>\nTABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1098<\/td>\nTABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1100<\/td>\nTABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
1103<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS
SECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1107<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17A \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
1109<\/td>\nCHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL
SECTION 1702A NEW MATERIALS
SECTION 1703A APPROVALS <\/td>\n<\/tr>\n
1110<\/td>\nSECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
1112<\/td>\nSECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
1114<\/td>\nTABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
1115<\/td>\nTABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
1116<\/td>\nTABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
1118<\/td>\nTABLE 1705A.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
1119<\/td>\nTABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
1120<\/td>\nTABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1122<\/td>\nTABLE 1705A.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
1125<\/td>\nSECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE <\/td>\n<\/tr>\n
1126<\/td>\nSECTION 1708A IN-SITU LOAD TESTS
SECTION 1709A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1129<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1130<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS\u2014continued <\/td>\n<\/tr>\n
1131<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1135<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1136<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1137<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
1138<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
1139<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb <\/td>\n<\/tr>\n
1140<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa <\/td>\n<\/tr>\n
1141<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa <\/td>\n<\/tr>\n
1142<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHESa <\/td>\n<\/tr>\n
1143<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa <\/td>\n<\/tr>\n
1144<\/td>\n(EQUATION 18-1)
(EQUATION 18-2)
(EQUATION 18-3)
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
1145<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
1146<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032c OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
1147<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS
FIGURE 1809.3 STEPPED FOOTING <\/td>\n<\/tr>\n
1148<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa <\/td>\n<\/tr>\n
1149<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1152<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1153<\/td>\n(EQUATION 18-4) <\/td>\n<\/tr>\n
1155<\/td>\n(EQUATION 18-5) <\/td>\n<\/tr>\n
1161<\/td>\nSECTION 1811 PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS [OSHPD 1R, 2B & 5]
SECTION 1812 EARTH RETAINING SHORING [OSHPD 1R, 2B & 5] <\/td>\n<\/tr>\n
1165<\/td>\nSECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
1167<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1169<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A DESIGN BASIS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1172<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1173<\/td>\nSECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1175<\/td>\nSECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
1176<\/td>\n(EQUATION 18A-1) <\/td>\n<\/tr>\n
1177<\/td>\n(EQUATION 18A-2)
(EQUATION 18A-3)
SECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
1178<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
1179<\/td>\nTABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032c OF CONCRETE OR GROUT
TABLE 1808A.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
1180<\/td>\nSECTION 1809A SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
1181<\/td>\nSECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1183<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1185<\/td>\n(EQUATION 18A-4) <\/td>\n<\/tr>\n
1187<\/td>\n(EQUATION 18A-5) <\/td>\n<\/tr>\n
1192<\/td>\nSECTION 1811AP RESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
SECTION 1812A EARTH RETAINING SHORING <\/td>\n<\/tr>\n
1195<\/td>\nSECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT <\/td>\n<\/tr>\n
1197<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
1199<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
1201<\/td>\nSECTION 1902 COORDINATION OF TERMINOLOGY
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1202<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1205<\/td>\nSECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 SHOTCRETE
SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
1208<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE <\/td>\n<\/tr>\n
1209<\/td>\nSECTION 1910 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES, INTERMEDIATE CARE FACILITIES, ACUTE PSYCHIATRIC AND NON-GAC BUILDINGS [OSHPD 1R, 2B & 5] <\/td>\n<\/tr>\n
1210<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT,AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
SECTION 1911 EXISTING CONCRETE STRUCTURES [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
1213<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
1215<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL <\/td>\n<\/tr>\n
1216<\/td>\nSECTION 1902A COORDINATION OF TERMINOLOGY
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1217<\/td>\nSECTION 1904A DURABILITY REQUIREMENTS
SECTION 1905A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1219<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE <\/td>\n<\/tr>\n
1220<\/td>\nSECTION 1906A FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
SECTION 1907A MINIMUM SLAB PROVISIONS
SECTION 1908A SHOTCRETE
SECTION 1909A RESERVED
SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING <\/td>\n<\/tr>\n
1222<\/td>\nSECTION 1911A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
1225<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
1227<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 TESTING AND INSPECTION <\/td>\n<\/tr>\n
1229<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
1231<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 NOTATIONS <\/td>\n<\/tr>\n
1232<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
1233<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
1234<\/td>\nSECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
1235<\/td>\nSECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
1236<\/td>\nSECTION 2107 ALLOWABLE STRESS DESIGN
(EQUATION 21-1)
TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1 <\/td>\n<\/tr>\n
1237<\/td>\nSECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
(EQUATION 21-2) <\/td>\n<\/tr>\n
1238<\/td>\nTABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
1239<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
1240<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
1241<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
1242<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1245<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1246<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
1247<\/td>\nSECTION 2114 DRY-STACK MASONRY
TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
SECTION 2115 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
1250<\/td>\nTABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1 <\/td>\n<\/tr>\n
1251<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
1253<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL
SECTION 2102A NOTATIONS
SECTION 2103A MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
1254<\/td>\nTABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
1257<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
1258<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
1259<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1 <\/td>\n<\/tr>\n
1260<\/td>\nSECTION 2108A STRENGTH DESIGN OF MASONRY
SECTION 2109A EMPIRICAL DESIGN OF ADOBE MASONRY
SECTION 2110A GLASS UNIT MASONRY
SECTION 2111A MASONRY FIREPLACES <\/td>\n<\/tr>\n
1262<\/td>\nFIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
1263<\/td>\nSECTION 2112A MASONRY HEATERS
SECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1265<\/td>\nFIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1267<\/td>\nTABLE 2113A.16(1)NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114A DRY-STACK MASONRY <\/td>\n<\/tr>\n
1268<\/td>\nTABLE 2114A.4 GROSS CROSS-SECTIONAL ARE AALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
1269<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
1271<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS <\/td>\n<\/tr>\n
1272<\/td>\nSECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
1274<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
1275<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
1276<\/td>\nSECTION 2211 COLD-FORMED STEELLIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1277<\/td>\nSECTION 2212 ADDITIONAL REQUIREMENTSFOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
1278<\/td>\nSECTION 2213 TESTING AND FIELD VERIFICATION[OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
1279<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
1281<\/td>\nCHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2203A PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS <\/td>\n<\/tr>\n
1282<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
1284<\/td>\nSECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS <\/td>\n<\/tr>\n
1285<\/td>\nSECTION 2208A STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
1286<\/td>\nSECTION 2209A STEEL STORAGE RACKS
SECTION 2210A COLD-FORMED STEEL
SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1287<\/td>\nSECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES
(EQUATION 22A-1) <\/td>\n<\/tr>\n
1288<\/td>\nSECTION 2213A TESTING AND FIELD VERIFICATION <\/td>\n<\/tr>\n
1289<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
1291<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL <\/td>\n<\/tr>\n
1292<\/td>\nSECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
1296<\/td>\nFIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR <\/td>\n<\/tr>\n
1297<\/td>\nFIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR <\/td>\n<\/tr>\n
1298<\/td>\nFIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR <\/td>\n<\/tr>\n
1299<\/td>\nFIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR <\/td>\n<\/tr>\n
1300<\/td>\nFIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY <\/td>\n<\/tr>\n
1301<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
1302<\/td>\nTABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c <\/td>\n<\/tr>\n
1303<\/td>\nTABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING ANDSINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa <\/td>\n<\/tr>\n
1304<\/td>\nTABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Support
TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUSOVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood structural panels are five-ply, five-layer unless otherwise noted)a <\/td>\n<\/tr>\n
1305<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
1307<\/td>\nTABLE 2304.10.2 FASTENING SCHEDULEh <\/td>\n<\/tr>\n
1308<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULEh <\/td>\n<\/tr>\n
1309<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULEh <\/td>\n<\/tr>\n
1310<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULEh <\/td>\n<\/tr>\n
1311<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULEh <\/td>\n<\/tr>\n
1312<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
1314<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
1315<\/td>\nEQUATION 23-1
EQUATION 23-2
TABLE 2305.2 (1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)a, c
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
1316<\/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
1317<\/td>\nTABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTSIN STRUCTURES USING ALLOWABLE STRESS DESIGN
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
1318<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMSUTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) <\/td>\n<\/tr>\n
1319<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h <\/td>\n<\/tr>\n
1320<\/td>\nFIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) <\/td>\n<\/tr>\n
1321<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITHFRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARDCONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
1322<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH ANDPLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES <\/td>\n<\/tr>\n
1323<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
TABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
1325<\/td>\nTABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n
1326<\/td>\nTABLE 2308.4.1.1(1)\u2014continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n
1327<\/td>\nTABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n
1328<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
1329<\/td>\nTABLE 2308.4.2.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
1330<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
1331<\/td>\nTABLE 2308.4.2.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
1332<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
1333<\/td>\nFIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
1334<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc <\/td>\n<\/tr>\n
1335<\/td>\nFIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
1336<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
1337<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
1338<\/td>\nTABLE 2308.6.1 WALL BRACING REQUIREMENTSa <\/td>\n<\/tr>\n
1339<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
1340<\/td>\nTABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb(Not exposed to the weather, strength axis parallel or perpendicular to studs except as indicated)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING(Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) <\/td>\n<\/tr>\n
1341<\/td>\nTABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
1342<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
1343<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
1344<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION
FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION <\/td>\n<\/tr>\n
1346<\/td>\nFIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
1347<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
1349<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h <\/td>\n<\/tr>\n
1350<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1351<\/td>\nTABLE 2308.7.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1352<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1353<\/td>\nTABLE 2308.7.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1354<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1355<\/td>\nTABLE 2308.7.2(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1356<\/td>\nTABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1357<\/td>\nTABLE 2308.7.2(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1358<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1359<\/td>\nTABLE 2308.7.2(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1360<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1361<\/td>\nTABLE 2308.7.2(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1362<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1363<\/td>\nTABLE 2308.7.2(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1364<\/td>\nTABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1365<\/td>\nTABLE 2308.7.2(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240)
TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR <\/td>\n<\/tr>\n
1366<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi <\/td>\n<\/tr>\n
1367<\/td>\nTABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS
TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1368<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1369<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
1371<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 GLAZING REPLACEMENT
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS <\/td>\n<\/tr>\n
1372<\/td>\nTABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1 <\/td>\n<\/tr>\n
1373<\/td>\nEQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11 <\/td>\n<\/tr>\n
1374<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
1375<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
1376<\/td>\nTABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
1377<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
1378<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN WALKWAYS,ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 [DSA-SS, DSA-SS\/CC, OSHPD 1, 1R, 2, 4 & 5] STRUCTURAL SEALANT GLAZING (SSG) <\/td>\n<\/tr>\n
1380<\/td>\nSECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS <\/td>\n<\/tr>\n
1383<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER <\/td>\n<\/tr>\n
1385<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 PERFORMANCE
SECTION 2503 INSPECTION <\/td>\n<\/tr>\n
1386<\/td>\nSECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
SECTION 2507 LATHING AND PLASTERING <\/td>\n<\/tr>\n
1387<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
1388<\/td>\nTABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
1389<\/td>\nTABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO) <\/td>\n<\/tr>\n
1390<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
1391<\/td>\nSECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
1392<\/td>\nSECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
1393<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
1395<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
1399<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
1400<\/td>\n[BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECTATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
1401<\/td>\n[BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
1402<\/td>\n[BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
[BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b <\/td>\n<\/tr>\n
1403<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
1404<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1405<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
1406<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
1407<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
1408<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
1409<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
1411<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
1413<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
1415<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
1417<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
1418<\/td>\n[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
1419<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
1420<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
1422<\/td>\n[P] SECTION 2903 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
1423<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1425<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
1427<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1428<\/td>\nSECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
1429<\/td>\nSECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
1430<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
1431<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1433<\/td>\nSECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS <\/td>\n<\/tr>\n
1435<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31 \u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
1437<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1438<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
1439<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
1440<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES <\/td>\n<\/tr>\n
1441<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
1443<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
1444<\/td>\nSECTION 3112 GREENHOUSES
SECTION 3113 RELOCATABLE BUILDINGS <\/td>\n<\/tr>\n
1445<\/td>\nSECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS
SECTION 3115 INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
1448<\/td>\nTABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR PROFILED STEEL PANEL SIDE WALLS AND END WALLS FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1449<\/td>\nFIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION\u2014MAXIMUM LINEAR LENGTH
FIGURE 3115.8.5.3(2) BRACING UNIT DISTRIBUTION\u2014MINIMUM LINEAR LENGTH <\/td>\n<\/tr>\n
1450<\/td>\nFIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION\u2014BOUNDARY ELEMENTS
FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION\u2014PENETRATION LIMITATIONS <\/td>\n<\/tr>\n
1451<\/td>\nCHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE <\/td>\n<\/tr>\n
1453<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC POOLS <\/td>\n<\/tr>\n
1455<\/td>\nCHAPTER 31B [DPH] PUBLIC POOLS
DIVISION I – GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
1456<\/td>\nSECTION 3103B PLAN REVIEW <\/td>\n<\/tr>\n
1457<\/td>\nSECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS <\/td>\n<\/tr>\n
1458<\/td>\nSECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
SECTION 3108B POOL CONSTRUCTION
SECTION 3109B POOL GEOMETRY
SECTION 3110B PERMANENT MARKINGS <\/td>\n<\/tr>\n
1459<\/td>\nSECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS <\/td>\n<\/tr>\n
1460<\/td>\nSECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING <\/td>\n<\/tr>\n
1461<\/td>\nSECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS
SECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE <\/td>\n<\/tr>\n
1462<\/td>\nSECTION 3120B REQUIRED SIGNS <\/td>\n<\/tr>\n
1463<\/td>\nSECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
SECTION 3123B GENERAL REQUIREMENTS
SECTION 3124B TURNOVER TIME <\/td>\n<\/tr>\n
1464<\/td>\nSECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS
SECTION 3130B DIATOMACEOUS EARTH FILTERS <\/td>\n<\/tr>\n
1465<\/td>\nSECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS <\/td>\n<\/tr>\n
1466<\/td>\nFIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE
TABLE 31B-1 <\/td>\n<\/tr>\n
1467<\/td>\nFIGURE 31B-2DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINETABLE 31B-2Notes for Figure 31B-2 and Table 31B-2:1. Radius at the shallow end shall be a maximum of 1′-0″.2. Springline D1 shall extend to the break in slope between the shallow area and the deep area.3. Maximum radius shall equal D2 minus D1 dimensions.4. Where there is a break in slope, the break shall be located at a water depth equal to 4′-6″.5. Length of section is based on maximum slope and other maximum or minimum dimensions.6. Each pool shall be provided with a main drain submerged suction outlet typically located at the bottom of the pool that conducts water to a recirculating pump.DEPTH OF WATER LENGTH OF SECTIONDIMENSION D1
TABLE 31B-2 <\/td>\n<\/tr>\n
1468<\/td>\nFIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS
TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH \u2264 6’0″
TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6’0″ <\/td>\n<\/tr>\n
1469<\/td>\nSECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS <\/td>\n<\/tr>\n
1470<\/td>\nSECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS
SECTION 3139B SOLAR HEATING INSTALLATIONS
SECTION 3140B CLEANING SYSTEMS <\/td>\n<\/tr>\n
1471<\/td>\nSECTION 3141B WASTEWATER DISPOSAL
SECTION 3142B RESERVED
SECTION 3143B RESERVED
SECTION 3144B RESERVED
SECTION 3145B RESERVED
SECTION 3146B RESERVED
SECTION 3147B RESERVED
SECTION 3148B RESERVED
SECTION 3149B RESERVED
SECTION 3150B RESERVED
SECTION 3151B RESERVED
SECTION 3152B RESERVED
SECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED
SECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II – PUBLIC SWIMMING POOLS
SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS <\/td>\n<\/tr>\n
1472<\/td>\nSECTION 3161B WADING POOLS
SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
1475<\/td>\nFIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
1476<\/td>\nFIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS <\/td>\n<\/tr>\n
1477<\/td>\nTABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS <\/td>\n<\/tr>\n
1478<\/td>\nTABLE 31B-7
FIGURE 31B-8 DEPTH MARKER LOCATIONS <\/td>\n<\/tr>\n
1479<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
1481<\/td>\nCHAPTER 31C [DPH] RADIATION
SECTION 3101C SCOPE
SECTION 3102C RADIATION SHIELDING BARRIERS
SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS
SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS <\/td>\n<\/tr>\n
1483<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
1485<\/td>\nSECTION 3101D SCOPE
SECTION 3102D DEFINITION
SECTION 3103D BUILDINGS AND STRUCTURES
CHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITION
SECTION 3103D BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
1487<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
1489<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS <\/td>\n<\/tr>\n
1491<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION I
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
1492<\/td>\nTABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION <\/td>\n<\/tr>\n
1494<\/td>\nDIVISION 2
SECTION 3102F AUDIT AND INSPECTION
TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1 <\/td>\n<\/tr>\n
1497<\/td>\nTABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTION [2.2] <\/td>\n<\/tr>\n
1500<\/td>\nTABLE 31F-2-4 ASSESSMENT RATINGS
TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) <\/td>\n<\/tr>\n
1501<\/td>\nTABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] <\/td>\n<\/tr>\n
1504<\/td>\nTABLE 31F-2-7A
TABLE 31F-2-7B <\/td>\n<\/tr>\n
1505<\/td>\nTABLE 31F-2-7C <\/td>\n<\/tr>\n
1506<\/td>\nTABLE 31F-2-8
TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
1507<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
1508<\/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
1509<\/td>\nEQUATION 3-1
EQUATION 3-2
EQUATION 3-3
EQUATION 3-4
EQUATION 3-5
EQUATION 3-6
EQUATION 3-7 <\/td>\n<\/tr>\n
1510<\/td>\nTABLE 31F-3-3 VALUES OF Fa
TABLE 31F-3-4 VALUES OF Fv <\/td>\n<\/tr>\n
1511<\/td>\nEQUATION 3-8
EQUATION 3-9
EQUATION 3-10
TABLE 31F-3-5 VALUES OF BS AND B1 [3.2] <\/td>\n<\/tr>\n
1512<\/td>\nEQUATION 3-11
EQUATION 3-12
EQUATION 3-13 <\/td>\n<\/tr>\n
1513<\/td>\nFIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5]
EQUATION 3-14 <\/td>\n<\/tr>\n
1514<\/td>\nFIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6]) <\/td>\n<\/tr>\n
1515<\/td>\nTABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft\/sec)IN THE SAN FRANCISCO BAY AREA (AFTER [3.16])
EQUATION 3-15
EQUATION 3-16
EQUATION 3-17
EQUATION 3-18 <\/td>\n<\/tr>\n
1516<\/td>\nEQUATION 3-19
TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
EQUATION 3-20 <\/td>\n<\/tr>\n
1517<\/td>\nTABLE 31F-3-8SITE CONDITIONS
TABLE 31F-3-9 BERTHING ANGLE <\/td>\n<\/tr>\n
1518<\/td>\nTABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.18]
TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.18] <\/td>\n<\/tr>\n
1521<\/td>\nDIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT <\/td>\n<\/tr>\n
1522<\/td>\nTABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA1, 2
TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES
FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2]) <\/td>\n<\/tr>\n
1523<\/td>\nFIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
EQUATION 4-1
FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3])
EQUATION 4-2
EQUATION 4-3 <\/td>\n<\/tr>\n
1524<\/td>\nEQUATION 4-4
EQUATION 4-5
EQUATION 4-6
EQUATION 4-7
EQUATION 4-8
EQUATION 4-9
EQUATION 4-10
EQUATION 4-11 <\/td>\n<\/tr>\n
1525<\/td>\nEQUATION 4-12
EQUATION 4-13
EQUATION 4-14
EQUATION 4-15
FIGURE 31F-4-5 EFFECTIVE STIFFNESS FOR SUBSTITUTE STRUCTURE METHOD
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS <\/td>\n<\/tr>\n
1526<\/td>\nEQUATION 4-16
EQUATION 4-17
EQUATION 4-18
EQUATION 4-19
EQUATION 4-20
EQUATION 4-21
FIGURE 31F-4-8P-\u0394 EFFECT
FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS <\/td>\n<\/tr>\n
1527<\/td>\nEQUATION 4-22 <\/td>\n<\/tr>\n
1528<\/td>\nEQUATION 4-23 <\/td>\n<\/tr>\n
1529<\/td>\nEQUATION 4-24
EQUATION 4-25
TABLE 31F-4-3 AMPLIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES
FIGURE 31F-4-9 AMPLIFICATION FACTOR, ap [4.10]
TABLE 31F-4-4 IMPORTANCE FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES
TABLE 31F-4-5 RESPONSE MODIFICATION FACTORS FOR NONSTRUCTURALCOMPONENTS AND NONBUILDING STRUCTURES <\/td>\n<\/tr>\n
1532<\/td>\nDIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
1533<\/td>\nFIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] <\/td>\n<\/tr>\n
1534<\/td>\nEQUATION 5-1
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
1535<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY
TABLE 31F-5-2 COEFFICIENT OF FRICTION
TABLE 31F-5-1 CONTACT LENGTH
EQUATION 5-3 <\/td>\n<\/tr>\n
1536<\/td>\nTABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4]
TABLE 31F-5-4 ALLOWABLE WORKING LOADS
EQUATION 5-4 <\/td>\n<\/tr>\n
1538<\/td>\nDIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES <\/td>\n<\/tr>\n
1540<\/td>\nFIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] <\/td>\n<\/tr>\n
1541<\/td>\nFIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] <\/td>\n<\/tr>\n
1543<\/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
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
1544<\/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])
TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1
TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS(after Table 6-2 of [7.3]) <\/td>\n<\/tr>\n
1545<\/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]
TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] <\/td>\n<\/tr>\n
1546<\/td>\nFIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]
TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5]
FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]
EQUATION 7-4
EQUATION 7-5
EQUATION 7-6
EQUATION 7-7
TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5]
EQUATION 7-8
EQUATION 7-9 <\/td>\n<\/tr>\n
1547<\/td>\nTABLE 31F-7-5 LIMITS OF STRAIN
EQUATION 7-10
FIGURE 31F-7-4 METHOD A \u2212 MOMENT CURVATURE ANALYSIS
FIGURE 31F-7-5 METHOD B \u2013 MOMENT CURVATURE ANALYSIS [7.6]
EQUATION 7-11
EQUATION 7-12 <\/td>\n<\/tr>\n
1548<\/td>\nEQUATION 7-13
EQUATION 7-14
EQUATION 7-15
EQUATION 7-16
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM(from Fig. 3-30 of [7.2])
EQUATION 7-17
EQUATION 7-18 <\/td>\n<\/tr>\n
1549<\/td>\nFIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
EQUATION 7-19
EQUATION 7-20
FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
EQUATION 7-21
TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES [7.5] <\/td>\n<\/tr>\n
1550<\/td>\nTABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS, \u03b5u
EQUATION 7-22
EQUATION 7-23
FIGURE 31F-7-9 DEVELOPMENT LENGTH
EQUATION 7-24
EQUATION 7-25
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINTSHEAR STRAIN (rotation) [7.1, pg. 564]
EQUATION 7-26
EQUATION 7-27 <\/td>\n<\/tr>\n
1551<\/td>\nFIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
EQUATION 7-28
EQUATION 7-29
FIGURE 31F-7-12 JOINT ROTATION
EQUATION 7-30
EQUATION 7-31
EQUATION 7-32
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE <\/td>\n<\/tr>\n
1552<\/td>\nEQUATION 7-33
EQUATION 7-34
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
1554<\/td>\nEQUATION 7-35
FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY
TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY
EQUATION 7-36
EQUATION 7-37
EQUATION 7-38
EQUATION 7-39
TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER
EQUATION 7-40
EQUATION 7-41
EQUATION 7-42 <\/td>\n<\/tr>\n
1558<\/td>\nDIVISION 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <\/td>\n<\/tr>\n
1559<\/td>\nTABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
1560<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
1562<\/td>\nDIVISION 9
SECTION 3109F PIPING AND PIPELINES <\/td>\n<\/tr>\n
1563<\/td>\nTABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
1565<\/td>\nDIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
1568<\/td>\nDIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
1571<\/td>\nDIVISION 12
SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG <\/td>\n<\/tr>\n
1573<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
1575<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
1577<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
1579<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
1580<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1581<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
1582<\/td>\nSECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
1583<\/td>\nSECTION 3314 FIRE WATCH DURING CONSTRUCTION <\/td>\n<\/tr>\n
1585<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
1587<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1588<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1589<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1590<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1591<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA <\/td>\n<\/tr>\n
1592<\/td>\nACI
AISC <\/td>\n<\/tr>\n
1593<\/td>\nAISI
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
1594<\/td>\nAPA <\/td>\n<\/tr>\n
1595<\/td>\nASABE
ASCE\/SEI <\/td>\n<\/tr>\n
1596<\/td>\nASHRAE
ASME
ASSP
ASTM <\/td>\n<\/tr>\n
1610<\/td>\nAWC
AWCI
AWPA
AWS <\/td>\n<\/tr>\n
1611<\/td>\nBHMA
CEN
CPA
CPSC <\/td>\n<\/tr>\n
1612<\/td>\nCSA
CSSB
DASMA
DHA
DOC <\/td>\n<\/tr>\n
1613<\/td>\nDOL
DOTn
EN
FEMA
FM <\/td>\n<\/tr>\n
1614<\/td>\nGA
ICC <\/td>\n<\/tr>\n
1615<\/td>\nISO
MHI <\/td>\n<\/tr>\n
1616<\/td>\nNAAMM
NCMA
NEHRP
NFPA <\/td>\n<\/tr>\n
1628<\/td>\nPCI <\/td>\n<\/tr>\n
1629<\/td>\nPTI
RMI
SBCA
SDI
SFM <\/td>\n<\/tr>\n
1630<\/td>\nSJI
SPRI
SRCC
TIA <\/td>\n<\/tr>\n
1631<\/td>\nTMS
TPI
UBC
UL <\/td>\n<\/tr>\n
1635<\/td>\nULC
USC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
1637<\/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
1638<\/td>\nSECTION 6605 AUTOMOBILE RACING FACILITIES <\/td>\n<\/tr>\n
1639<\/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
1640<\/td>\nSECTION 6708 DOORS: GENERAL
SECTION 6709 DOORS: SWINGING DOORS <\/td>\n<\/tr>\n
1641<\/td>\nSECTION 6710 DOORS: SLIDING GLASS DOORS
SECTION 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 <\/td>\n<\/tr>\n
1642<\/td>\nSECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS <\/td>\n<\/tr>\n
1643<\/td>\nCHAPTER 68 EXPEDITED PERMITTING FOR SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEMS
SECTION 6801 SCOPE
SECTION 6802 DEFINITIONS
SECTION 6803 APPLICATION FOR PERMITS
SECTION 6804 PERMITS
SECTION 6805 FEES
SECTION 6806 INSPECTIONS <\/td>\n<\/tr>\n
1644<\/td>\nSECTION 6807 SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEM REQUIREMENTS <\/td>\n<\/tr>\n
1645<\/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
1646<\/td>\nSECTION 6906 REVOCATION OF PERMITS
SECTION 6907 OTHER PERMITS REQUIRED
SECTION 6908 VALIDITY OF PERMIT <\/td>\n<\/tr>\n
1647<\/td>\nCHAPTER 94 REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS
SECTION 9401 PURPOSE
SECTION 9402 SCOPE
SECTION 9403 DEFINITIONS
SECTION 9404 ADMINISTRATION <\/td>\n<\/tr>\n
1648<\/td>\nSECTION 9405 GENERAL REQUIREMENTS
TABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1, 2 <\/td>\n<\/tr>\n
1649<\/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
1650<\/td>\nSECTION 9505 GENERAL REQUIREMENTS
SECTION 9506 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
1651<\/td>\nSECTION 9507 MATERIALS OF CONSTRUCTION
TABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1, 2 <\/td>\n<\/tr>\n
1653<\/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
1654<\/td>\nSECTION 9606 ADMINISTRATION <\/td>\n<\/tr>\n
1655<\/td>\nSECTION 9607 HISTORICAL BUILDINGS
SECTION 9608 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
1656<\/td>\nSECTION 9609 INTERPRETATION OF THIS CHAPTER
TABLE 96-A RATING CLASSIFICATIONS
TABLE 96-B TIME LIMITS FOR COMPLIANCE <\/td>\n<\/tr>\n
1657<\/td>\nTABLE 96-C EXTENSIONS OF TIME AND SERVICE PRIORITIES <\/td>\n<\/tr>\n
1659<\/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
1660<\/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
1663<\/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
1664<\/td>\nSECTION 9905 SUBSTANDARD PROPERTY
SECTION 9906 BUILDING REHABILITATION APPEALS BOARD
SECTION 9907 RESERVED <\/td>\n<\/tr>\n
1665<\/td>\nSECTION 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
SECTION 9913 SERVICE OF NOTICE
SECTION 9914 OTHER INTERESTED PARTIES <\/td>\n<\/tr>\n
1666<\/td>\nSECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY
SECTION 9916 POSTING OF SIGNS
SECTION 9917 RIGHT OF HEARING <\/td>\n<\/tr>\n
1667<\/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
SECTION 9925 WORK BY PRIVATE PARTY <\/td>\n<\/tr>\n
1668<\/td>\nSECTION 9926 WORK BY COUNTY
SECTION 9927 COSTS
SECTION 9928 NOTIFICATION OF COSTS
SECTION 9929 COLLECTION
SECTION 9930 SALVAGE <\/td>\n<\/tr>\n
1669<\/td>\nSECTION 9931 INTERFERENCE PROHIBITED
SECTION 9932 PROSECUTION
SECTION 9933 OTHER ABATEMENT PROCEDURES
SECTION 9934 VEHICLES <\/td>\n<\/tr>\n
1671<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A \u2013 EMPLOYEE QUALIFICATIONS
APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS
TABLE A102.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1673<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX B \u2013 BOARD OF APPEALS
APPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
1675<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C \u2013 GROUP U \u2013 AGRICULTURAL BUILDINGS
APPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY <\/td>\n<\/tr>\n
1676<\/td>\nSECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
1677<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D \u2013 FIRE DISTRICTS
APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
1678<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT <\/td>\n<\/tr>\n
1679<\/td>\nSECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
SECTION D106 REFERENCED STANDARDS
TABLE D106.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1681<\/td>\nAPPENDIX E RESERVED <\/td>\n<\/tr>\n
1683<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX F \u2013 RODENTPROOFING
APPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
1685<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX G \u2013 FLOOD-RESISTANT CONSTRUCTION
APPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION <\/td>\n<\/tr>\n
1686<\/td>\nSECTION G102 DEFINITIONS
SECTION G103 APPLICABILITY
SECTION G104 POWERS AND DUTIES <\/td>\n<\/tr>\n
1687<\/td>\nSECTION G105 PERMITS <\/td>\n<\/tr>\n
1688<\/td>\nSECTION G106 VARIANCES <\/td>\n<\/tr>\n
1689<\/td>\nSECTION G107 SUBDIVISIONS
SECTION G108 SITE IMPROVEMENT
SECTION G109 MANUFACTURED HOMES <\/td>\n<\/tr>\n
1690<\/td>\nSECTION G110 RECREATIONAL VEHICLES
SECTION G111 TANKS
SECTION G112 OTHER BUILDING WORK
SECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G114 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
1691<\/td>\nSECTION G115 REFERENCED STANDARDS
TABLE G115.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1693<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX H \u2013 SIGNS
APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS <\/td>\n<\/tr>\n
1694<\/td>\nSECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL <\/td>\n<\/tr>\n
1695<\/td>\nSECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS <\/td>\n<\/tr>\n
1696<\/td>\nSECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
SECTION H113 MARQUEE SIGNS <\/td>\n<\/tr>\n
1697<\/td>\nSECTION H114 PORTABLE SIGNS
SECTION H115 THICKNESS OF SIGNS
TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE H115.1(2) THICKNESS OF PROJECTION SIGN <\/td>\n<\/tr>\n
1699<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX I \u2013 PATIO COVERS
APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS <\/td>\n<\/tr>\n
1700<\/td>\nSECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
1701<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX J \u2013 GRADING
APPENDIX J GRADING
SECTION J101 GENERAL <\/td>\n<\/tr>\n
1702<\/td>\nSECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
1703<\/td>\nSECTION J103 PERMITS REQUIRED <\/td>\n<\/tr>\n
1704<\/td>\nFIGURE J103.2 GRADING EXEMPTION CASES <\/td>\n<\/tr>\n
1706<\/td>\nSECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
1708<\/td>\nSECTION J105 INSPECTIONS <\/td>\n<\/tr>\n
1710<\/td>\nSECTION J106 EXCAVATIONS
SECTION J107 FILLS <\/td>\n<\/tr>\n
1711<\/td>\nFIGURE J107.3 BENCHING DETAILS <\/td>\n<\/tr>\n
1712<\/td>\nSECTION J108 SETBACKS
FIGURE J108.1 SETBACK DIMENSIONS <\/td>\n<\/tr>\n
1713<\/td>\nSECTION J109 DRAINAGE AND TERRACING <\/td>\n<\/tr>\n
1714<\/td>\nSECTION J110 SLOPE PLANTING AND EROSION CONTROL <\/td>\n<\/tr>\n
1715<\/td>\nSECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1717<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX K \u2013 GROUP R-3 AND GROUP R-3.1 OCCUPANCIESPROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRALVALLEY FLOOD PROTECTION PLAN
SECTION K101 SCOPE
SECTION K102 DEFINITIONS <\/td>\n<\/tr>\n
1718<\/td>\nSECTION K103 STRUCTURAL STABILITY
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING <\/td>\n<\/tr>\n
1719<\/td>\nSECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
SECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
SECTION K109 ALTERNATE MEANS OF PROTECTION <\/td>\n<\/tr>\n
1723<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX L \u2013 EARTHQUAKE RECORDING INSTRUMENTATION
APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
1725<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX M \u2013 TSUNAMI-GENERATED FLOOD HAZARD
APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS
SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS
SECTION M102 REFERENCED STANDARDS
TABLE M102.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1727<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX N \u2013 REPLICABLE BUILDINGS
APPENDIX N REPLICABLE BUILDINGS
SECTION N101 ADMINISTRATION
SECTION N102 DEFINITIONS
SECTION N103 REPLICABLE DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
1728<\/td>\nSECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS
SECTION N105 REVIEW AND APPROVAL OFREPLICABLE DESIGN
SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN <\/td>\n<\/tr>\n
1729<\/td>\nSECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN <\/td>\n<\/tr>\n
1731<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX O \u2013 PERFORMANCE-BASED APPLICATION
[A] APPENDIX O PERFORMANCE-BASED APPLICATION
[A] SECTION O101 GENERAL <\/td>\n<\/tr>\n
1733<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX P \u2013 EMERGENCY HOUSING
APPENDIX P EMERGENCY HOUSING
SECTION P101 GENERAL
SECTION P102 DEFINITIONS <\/td>\n<\/tr>\n
1734<\/td>\nSECTION P103 EMERGENCY HOUSING
SECTION P104 EMERGENCY SLEEPING CABINS <\/td>\n<\/tr>\n
1735<\/td>\nSECTION P105 EMERGENCY TRANSPORTABLE HOUSING UNITS
SECTION P106 TENTS AND MEMBRANE STRUCTURES
SECTION P107 ACCESSIBILITY <\/td>\n<\/tr>\n
1736<\/td>\nSECTION P108 LOFTS IN EMERGENCY HOUSING
SECTION P109 LOCATION, MAINTENANCE AND IDENTIFICATION
SECTION P110 EMERGENCY HOUSING FACILITIES <\/td>\n<\/tr>\n
1739<\/td>\nINDEX <\/td>\n<\/tr>\n
1781<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
1783<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
1784<\/td>\nS.K. GHOSH ASSOCIATES LLC <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

County of Los Angeles Building Code (2 Volumes) Full 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>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":440964,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-440957","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\/440957","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\/440964"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=440957"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=440957"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=440957"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}