{"id":440938,"date":"2024-10-20T08:18:28","date_gmt":"2024-10-20T08:18:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-city-of-la-building-code-vols1-2-2023-1stptg\/"},"modified":"2024-10-26T15:30:43","modified_gmt":"2024-10-26T15:30:43","slug":"ca-city-of-la-building-code-vols1-2-2023-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-city-of-la-building-code-vols1-2-2023-1stptg\/","title":{"rendered":"CA City of LA Building Code Vols1 2 2023 1stptg"},"content":{"rendered":"

This package includes 2023 City of Los Angeles Building Code 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\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2022 CALIFORNIA BUILDING CODE VOLUME 1 OF 2 INCLUDING 2023 CITY OF LOS ANGELES AMENDMENTS\u00a9 <\/td>\n<\/tr>\n
2<\/td>\n2022 CALIFORNIA BUILDING CODE VOLUME 1 OF 2 INCLUDING 2023 CITY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nCITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY OFFICES
CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY OFFICES <\/td>\n<\/tr>\n
6<\/td>\nCITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES
CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES <\/td>\n<\/tr>\n
7<\/td>\nCITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION STATEMENT <\/td>\n<\/tr>\n
8<\/td>\nEFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE
EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE <\/td>\n<\/tr>\n
9<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
26<\/td>\nTABLE OF CONTENTS
TABLE OF CONTENTS <\/td>\n<\/tr>\n
38<\/td>\nSECTION 6214 PORTABLE SIGNS (RESERVED) <\/td>\n<\/tr>\n
44<\/td>\nLOS ANGELES ADMINISTRATIVE CODE DIVISION 19, CHAPTER 10 <\/td>\n<\/tr>\n
46<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND ADMINISTRATION <\/td>\n<\/tr>\n
47<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND ADMINISTRATION\u2014continued <\/td>\n<\/tr>\n
48<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 SCOPE AND ADMINISTRATION\u2014continued <\/td>\n<\/tr>\n
50<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION ADMINISTRATION
DIVISION I CALIFORNIA ADMINISTRATION
SECTION 1.1 GENERAL <\/td>\n<\/tr>\n
53<\/td>\nSECTION 1.2 BUILDING STANDARDS COMMISSION <\/td>\n<\/tr>\n
54<\/td>\nSECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS
SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS
SECTION 1.5 RESERVED
SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE <\/td>\n<\/tr>\n
55<\/td>\nSECTION 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
56<\/td>\nSECTION 1.8.3 LOCAL ENFORCING AGENCY <\/td>\n<\/tr>\n
57<\/td>\nSECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS <\/td>\n<\/tr>\n
58<\/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
59<\/td>\nSECTION 1.8.8 APPEALS BOARD
SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n
60<\/td>\nSECTION 1.8.10 OTHER BUILDING REGULATIONS
SECTION 1.9 DIVISION OF THE STATE ARCHITECT <\/td>\n<\/tr>\n
62<\/td>\nSECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT <\/td>\n<\/tr>\n
64<\/td>\nSECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL <\/td>\n<\/tr>\n
69<\/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
70<\/td>\nDIVISION II SCOPE AND ADMINISTRATION
SECTION 101 TITLE, PURPOSE AND SCOPE <\/td>\n<\/tr>\n
72<\/td>\nSECTION 102 UNSAFE BUILDINGS OR STRUCTURES
SECTION 103 VIOLATIONS
SECTION 104 ORGANIZATION AND ENFORCEMENT <\/td>\n<\/tr>\n
73<\/td>\nSECTION 105 APPEALS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 106 PERMITS <\/td>\n<\/tr>\n
85<\/td>\nSECTION 107 FEES <\/td>\n<\/tr>\n
90<\/td>\nSECTION 108 INSPECTION <\/td>\n<\/tr>\n
92<\/td>\nSECTION 109 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
93<\/td>\nSECTION 110 RESPONSIBILITY OF PERMITTEE
SECTION 111 CODE REVISION
SECTION 112 RESERVED <\/td>\n<\/tr>\n
94<\/td>\nSECTION 113 PERMIT FEES
TABLE 1-A PERMIT FEES 1,2,3,4
TABLE 1-A.1 COMBINED PERMIT FEES
TABLE 1-B TEMPORARY CERTIFICATE OF OCCUPANCY ADDITIONAL FEES <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1-C REPORT FEES a,b,c,d,e
TABLE 1-D GRADING PERMIT FEES <\/td>\n<\/tr>\n
96<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n
97<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
98<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
99<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
100<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
101<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
102<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
103<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
104<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
105<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
106<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
156<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 OCCUPANCY CLASSIFICATION AND USE <\/td>\n<\/tr>\n
158<\/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
159<\/td>\nSECTION 304 BUSINESS GROUP B <\/td>\n<\/tr>\n
160<\/td>\nSECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
161<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
163<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
164<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
165<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa, c, f, h, i
SECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
167<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
169<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
170<\/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
172<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE <\/td>\n<\/tr>\n
173<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE\u2014continued <\/td>\n<\/tr>\n
174<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE\u2014continued <\/td>\n<\/tr>\n
175<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLECHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE\u2014continued <\/td>\n<\/tr>\n
176<\/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
179<\/td>\nEQUATION 4-1 <\/td>\n<\/tr>\n
180<\/td>\nSECTION 403 HIGH-RISE BUILDINGS AND GROUP I-2 OCCUPANCIES HAVING OCCUPIED FLOORS LOCATED MORE THAN 75 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n
181<\/td>\nTABLE 403.2.3 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
183<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
184<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
185<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
188<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
190<\/td>\nSECTION 407 GROUP I-2 AND GROUP I-2.1 <\/td>\n<\/tr>\n
195<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
198<\/td>\nTABLE 408.3.13 MAXIMUM FLOOR AREA ALLOWANCES FOR I-3 FACILITIESc <\/td>\n<\/tr>\n
201<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
202<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
204<\/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
206<\/td>\n[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c <\/td>\n<\/tr>\n
207<\/td>\nTABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
208<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
209<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
210<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA INGROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd, e, f
[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
211<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa, h <\/td>\n<\/tr>\n
212<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
214<\/td>\n[F] TABLE 415.6.5 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
216<\/td>\n[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
221<\/td>\nSECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
222<\/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
224<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS
SECTION 422 AMBULATORY CARE FACILITIES <\/td>\n<\/tr>\n
225<\/td>\nSECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
226<\/td>\nSECTION 424 PLAY STRUCTURES
SECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS,GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n
227<\/td>\nSECTION 427 MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
228<\/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
231<\/td>\nSECTION 436 GROUP I-4 [SFM]
SECTION 437 RESERVED <\/td>\n<\/tr>\n
232<\/td>\nSECTION 438 RESERVED
SECTION 439 ROAD TUNNELS, BRIDGES AND OTHER LIMITED-ACCESS HIGHWAYS [SFM]
SECTION 440 HORSE RACING STABLES [SFM]
SECTION 441 PET KENNELS AND PET BOARDING FACILITIES [SFM]
SECTION 442 COMBUSTION ENGINES AND GAS TURBINES [SFM]
SECTION 443 FIXED GUIDEWAY TRANSIT AND PASSENGER RAIL SYSTEMS [SFM]
SECTION 444 EXPLOSIVES [SFM] [Section 444 has been repealed and replaced by the adoption of California Fire Code Chapter 56.] <\/td>\n<\/tr>\n
233<\/td>\nSECTION 445 RESERVED
SECTION 446 WINERY CAVES [SFM] <\/td>\n<\/tr>\n
234<\/td>\nSECTION 447 RESERVED
SECTION 448 RESERVED
SECTION 449 PUBLIC LIBRARIES [SL AND SFM]
SECTION 450 GROUP C [SFM] <\/td>\n<\/tr>\n
236<\/td>\nSECTION 451 RESERVED
SECTION 452 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E CHILD CARE <\/td>\n<\/tr>\n
238<\/td>\nSECTION 453 GROUP L [SFM] <\/td>\n<\/tr>\n
240<\/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
242<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 5 \u2013 GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
244<\/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
245<\/td>\nFIGURE 5-1 <\/td>\n<\/tr>\n
246<\/td>\nSECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
247<\/td>\nTABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE a, i <\/td>\n<\/tr>\n
248<\/td>\nTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b, n <\/td>\n<\/tr>\n
249<\/td>\nTABLE 504.4\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b, n <\/td>\n<\/tr>\n
250<\/td>\nSECTION 506 BUILDING AREA
EQUATION 5-1
EQUATION 5-2 <\/td>\n<\/tr>\n
251<\/td>\nEQUATION 5-3
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
252<\/td>\nTABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b, j <\/td>\n<\/tr>\n
253<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b, j <\/td>\n<\/tr>\n
254<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b, j
TABLE 506.3.3 FRONTAGE INCREASE FACTORa <\/td>\n<\/tr>\n
255<\/td>\nTABLE 506.3.3.1 SECTION 507 BUILDINGSa <\/td>\n<\/tr>\n
257<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
258<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)h <\/td>\n<\/tr>\n
259<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
260<\/td>\n[F]TABLE 509.1 INCIDENTAL USES <\/td>\n<\/tr>\n
261<\/td>\nSECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
264<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 6 \u2013 TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
266<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
SECTION 602 CONSTRUCTION CLASSIFICATION
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) <\/td>\n<\/tr>\n
270<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
272<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 7 \u2013 FIRE AND SMOKE PROTECTION FEATURES <\/td>\n<\/tr>\n
274<\/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
275<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
277<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
279<\/td>\nEQUATION 7-1
TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g <\/td>\n<\/tr>\n
280<\/td>\nEQUATION 7-2
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
281<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
282<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
283<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
285<\/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
287<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
288<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
289<\/td>\nSECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
290<\/td>\nSECTION 711 FLOOR AND ROOF ASSEMBLIES
SECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
292<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
293<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
296<\/td>\nSECTION 715 JOINTS AND VOIDS <\/td>\n<\/tr>\n
297<\/td>\nSECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
298<\/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
299<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
300<\/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
305<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
311<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
312<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <\/td>\n<\/tr>\n
313<\/td>\nSECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
314<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
315<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
316<\/td>\nTABLE 721.1(1) 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(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
321<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
322<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
323<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
324<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
325<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
326<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
327<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
328<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
329<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
330<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa <\/td>\n<\/tr>\n
331<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
332<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
333<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
334<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
335<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
336<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
337<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
338<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
339<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
340<\/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
341<\/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
342<\/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 MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
343<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
EQUATION 7-5
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
344<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
345<\/td>\nFIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <\/td>\n<\/tr>\n
346<\/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
347<\/td>\nEQUATION 7-6 <\/td>\n<\/tr>\n
348<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d
EQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches) <\/td>\n<\/tr>\n
349<\/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 Rn0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a <\/td>\n<\/tr>\n
350<\/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
351<\/td>\nEQUATION 7-12
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
352<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(1)\u2014continued W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
353<\/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
354<\/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
355<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FORTYPICAL 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
356<\/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
357<\/td>\nTABLE 722.5.1(5)\u2014continued 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
358<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
359<\/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
360<\/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
361<\/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
362<\/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, b <\/td>\n<\/tr>\n
363<\/td>\nFIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
EQUATION 7-13
EQUATION 7-14 <\/td>\n<\/tr>\n
364<\/td>\nEQUATION 7-15
EQUATION 7-16 <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
366<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c <\/td>\n<\/tr>\n
367<\/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
368<\/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
370<\/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
371<\/td>\nSECTION 702 A DEFINITIONS <\/td>\n<\/tr>\n
372<\/td>\nSECTION 703A STANDARDS OF QUALITY <\/td>\n<\/tr>\n
373<\/td>\nSECTION 704A IGNITION-RESISTANT CONSTRUCTION
SECTION 705A ROOFING <\/td>\n<\/tr>\n
374<\/td>\nSECTION 706A VENTS
SECTION 707A EXTERIOR COVERING <\/td>\n<\/tr>\n
377<\/td>\nSECTION 708A EXTERIOR WINDOWS, SKYLIGHTS AND DOORS <\/td>\n<\/tr>\n
378<\/td>\nSECTION 709A DECKING
SECTION 710A ACCESSORY BUILDINGS AND MISCELLANEOUS STRUCTURES <\/td>\n<\/tr>\n
380<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 8 \u2013 INTERIOR FINISHES <\/td>\n<\/tr>\n
382<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 SCOPE
SECTION 802 GENERAL
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
384<\/td>\nTABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
385<\/td>\nSECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
386<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
387<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
388<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS <\/td>\n<\/tr>\n
389<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
390<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
391<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
392<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
393<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION AND LIFE SAFETY SYSTEMS\u2014continued <\/td>\n<\/tr>\n
394<\/td>\nCHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
395<\/td>\nSECTION 902 FIRE PUMP AND RISER ROOM SIZE
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
397<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
400<\/td>\n[F]TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS <\/td>\n<\/tr>\n
404<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
407<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
410<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE <\/td>\n<\/tr>\n
411<\/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
412<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
427<\/td>\n[F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
429<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
430<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
431<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
432<\/td>\nEQUATION 9-2 <\/td>\n<\/tr>\n
438<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
439<\/td>\nEQUATION 9-3
EQUATION 9-4 <\/td>\n<\/tr>\n
440<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
441<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
442<\/td>\nSECTION 913 FIRE PUMPS
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES <\/td>\n<\/tr>\n
443<\/td>\nSECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
445<\/td>\nSECTION 916 GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
446<\/td>\nSECTION 917 MASS NOTIFICATION SYSTEMS
SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE <\/td>\n<\/tr>\n
448<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS <\/td>\n<\/tr>\n
449<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
450<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
451<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
452<\/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
454<\/td>\nSECTION 1004 OCCUPANT LOAD
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
455<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
456<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
457<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
459<\/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
460<\/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
462<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
465<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
473<\/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
475<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
479<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
480<\/td>\nSECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
482<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
483<\/td>\nSECTION 1015 GUARDS <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
486<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
487<\/td>\nSECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
488<\/td>\nSECTION 1020 CORRIDORS
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
489<\/td>\nTABLE 1020.3 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
490<\/td>\nSECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS
SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
492<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
493<\/td>\nSECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
495<\/td>\nSECTION 1026 HORIZONTAL EXITS
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
496<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
497<\/td>\nSECTION 1029 EGRESS COURTS
SECTION 1030 ASSEMBLY <\/td>\n<\/tr>\n
499<\/td>\nTABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
502<\/td>\nTABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
505<\/td>\nSECTION 1031 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 11 RESERVED <\/td>\n<\/tr>\n
510<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 11A \u2013 HOUSING ACCESSIBILITY <\/td>\n<\/tr>\n
512<\/td>\nCHAPTER 11A HOUSING ACCESSIBILITY
DIVISION I – APPLICATION, GENERAL PROVISIONS AND DEFINITIONS
SECTION 1101A APPLICATION
SECTION 1102A BUILDING ACCESSIBILITY <\/td>\n<\/tr>\n
513<\/td>\nSECTION 1103A DESIGN AND CONSTRUCTION
SECTION 1104A COVERED MULTIFAMILY DWELLINGS <\/td>\n<\/tr>\n
514<\/td>\nSECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES
SECTION 1106A SITE AND BUILDING CHARACTERISTICS
SECTION 1107A DEFINITIONS <\/td>\n<\/tr>\n
515<\/td>\nDIVISION II – EXTERIOR FACILITIES
SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL
SECTION 1109A PARKING FACILITIES <\/td>\n<\/tr>\n
517<\/td>\nSECTION 1110A EXTERIOR ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
518<\/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
519<\/td>\nSECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
520<\/td>\nSECTION 1115A EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
521<\/td>\nSECTION 1116A HAZARDS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
523<\/td>\nDIVISION III – BUILDING FEATURES
SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY
SECTION 1118A EGRESS AND AREAS OF REFUGE
SECTION 1119A INTERIOR ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
524<\/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
525<\/td>\nSECTION 1123A INTERIOR STAIRWAYS <\/td>\n<\/tr>\n
526<\/td>\nSECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS <\/td>\n<\/tr>\n
527<\/td>\nTABLE 1124A.3.2 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
529<\/td>\nSECTION 1125A HAZARDS ON ACCESSIBLE ROUTES
SECTION 1126A DOORS, GATES AND WINDOWS <\/td>\n<\/tr>\n
531<\/td>\nSECTION 1127A COMMON USE FACILITIES <\/td>\n<\/tr>\n
540<\/td>\nDIVISION IV – DWELLING UNIT FEATURES
SECTION 1128A COVERED DWELLING UNITS
SECTION 1129A RESERVED
SECTION 1130A ACCESSIBLE ROUTE WITHIN COVERED MULTIFAMILY DWELLING UNITS
SECTION 1131A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1132A DOORS <\/td>\n<\/tr>\n
542<\/td>\nSECTION 1133A KITCHENS <\/td>\n<\/tr>\n
543<\/td>\nSECTION 1134A BATHING AND TOILET FACILITIES <\/td>\n<\/tr>\n
546<\/td>\nSECTION 1135A LAUNDRY ROOMS
SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS <\/td>\n<\/tr>\n
547<\/td>\nDIVISION V – 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
549<\/td>\nSECTION 1139A ACCESSIBLE DRINKING FOUNTAINS <\/td>\n<\/tr>\n
550<\/td>\nSECTION 1140A ACCESSIBLE TELEPHONES
SECTION 1141A ACCESSIBLE SWIMMING POOLS <\/td>\n<\/tr>\n
551<\/td>\nSECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
SECTION 1143A SIGNAGE <\/td>\n<\/tr>\n
552<\/td>\nTABLE 1143A.5 VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
553<\/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
554<\/td>\nDIVISION VI – SITE IMPRACTICALITY TESTS
SECTION 1150A SITE IMPRACTICALITY TESTS
TEST NO. 1\u2014INDIVIDUAL BUILDING TEST
TEST NO. 2\u2014SITE ANALYSIS TEST <\/td>\n<\/tr>\n
556<\/td>\nDIVISION VII – FIGURES
FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL <\/td>\n<\/tr>\n
557<\/td>\nFIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION <\/td>\n<\/tr>\n
558<\/td>\nFIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS <\/td>\n<\/tr>\n
559<\/td>\nFIGURE 11A-1D WHEELCHAIR TURNING SPACE
FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH <\/td>\n<\/tr>\n
560<\/td>\nFIGURE 11A-1F CHANGE IN LEVEL <\/td>\n<\/tr>\n
561<\/td>\nFIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
562<\/td>\nFIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES <\/td>\n<\/tr>\n
563<\/td>\nFIGURE 11A-1I FORWARD REACH <\/td>\n<\/tr>\n
564<\/td>\nFIGURE 11A-1J SIDE REACH <\/td>\n<\/tr>\n
565<\/td>\nFIGURE 11A-1K MINIMUM CLEARANCES FOR SEATING AND TABLE <\/td>\n<\/tr>\n
566<\/td>\nFIGURE 11A-1 LINTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE <\/td>\n<\/tr>\n
567<\/td>\nFIGURE 11A-2A DOUBLE PARKING STALLS
FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS <\/td>\n<\/tr>\n
568<\/td>\nFIGURE 11A-2C DIAGONAL PARKING STALLS <\/td>\n<\/tr>\n
569<\/td>\nFIGURE 11A-3A CURB DETAILS <\/td>\n<\/tr>\n
570<\/td>\nFIGURE 11A-3B CURB DETAIL <\/td>\n<\/tr>\n
571<\/td>\nFIGURE 11A-3C CURB DETAIL <\/td>\n<\/tr>\n
572<\/td>\nFIGURE 11A-3D CURB DETAIL
FIGURE 11A-3E CURB DETAIL <\/td>\n<\/tr>\n
573<\/td>\nFIGURE 11A-3F CURB DETAIL – SIDEWALK LESS THAN 60\u2033 WIDE
FIGURE 11A-3G CURB DETAIL <\/td>\n<\/tr>\n
574<\/td>\nFIGURE 11A-3H CURB DETAIL
FIGURE 11A-3I CURB DETAIL <\/td>\n<\/tr>\n
575<\/td>\nFIGURE 11A-3J CURB DETAIL
FIGURE 11A-3K CURB DETAIL <\/td>\n<\/tr>\n
576<\/td>\nFIGURE 11A-3L CURB SECTIONS <\/td>\n<\/tr>\n
577<\/td>\nFIGURE 11A-5A RAMPS AND SIDEWALKS <\/td>\n<\/tr>\n
578<\/td>\nFIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS <\/td>\n<\/tr>\n
579<\/td>\nFIGURE 11A-6B HANDRAILS <\/td>\n<\/tr>\n
580<\/td>\nFIGURE 11A-6C RAMP DIMENSIONS <\/td>\n<\/tr>\n
581<\/td>\nFIGURE 11A-6D RAMP LANDING AND DOORWAY <\/td>\n<\/tr>\n
582<\/td>\nFIGURE 11A-6E STAIR HANDRAILS <\/td>\n<\/tr>\n
583<\/td>\nFIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS <\/td>\n<\/tr>\n
584<\/td>\nFIGURE 11A-7B ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
585<\/td>\nFIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES
FIGURE 11A-7D GRAPH OF TIMING EQUATION <\/td>\n<\/tr>\n
586<\/td>\nFIGURE 11A-8A MANEUVERING CLEARANCE AT SWINGING DOORS <\/td>\n<\/tr>\n
587<\/td>\nFIGURE 11A-8B MANEUVERING CLEARANCE AT DOORWAYS, SLIDING DOORS AND FOLDING DOORS <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 11A-8C MANEUVERING CLEARANCES AT RECESSED DOORS <\/td>\n<\/tr>\n
589<\/td>\nFIGURE 11A-8G VESTIBULE <\/td>\n<\/tr>\n
590<\/td>\nFIGURE 11A-8H VESTIBULE <\/td>\n<\/tr>\n
591<\/td>\nFIGURE 11A-8I THRESHOLDS
FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR
FIGURE 11A-8K RAMP AT SECONDARY EXTERIOR DOOR <\/td>\n<\/tr>\n
592<\/td>\nFIGURE 11A-9A TOILET FACILITIES <\/td>\n<\/tr>\n
593<\/td>\nFIGURE 11A-9B WATER CLOSETS <\/td>\n<\/tr>\n
594<\/td>\nFIGURE 11A-9C GRAB BARS <\/td>\n<\/tr>\n
595<\/td>\nFIGURE 11A-9D KNEE AND TOE SPACE <\/td>\n<\/tr>\n
596<\/td>\nFIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS <\/td>\n<\/tr>\n
597<\/td>\nFIGURE 11A-9F GRAB BARS AT BATHTUBS <\/td>\n<\/tr>\n
598<\/td>\nFIGURE 11A-9G REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
599<\/td>\nFIGURE 11A-9H STANDARD ROLL-IN SHOWER <\/td>\n<\/tr>\n
600<\/td>\nFIGURE 1A-9I SHOWER SEATS AND GRAB BARS <\/td>\n<\/tr>\n
601<\/td>\nFIGURE 11A-9J OPEN SHOWER <\/td>\n<\/tr>\n
602<\/td>\nFIGURE 11A-9K ALTERNATE ROLL-IN SHOWER <\/td>\n<\/tr>\n
603<\/td>\nFIGURE 11A-9L SHOWER WITH WATER CLOSET
FIGURE 11A-9 MWING WALL OR CABINET AT WATER CLOSET <\/td>\n<\/tr>\n
604<\/td>\nFIGURE 11A-10A KITCHEN SPECIFICATIONS <\/td>\n<\/tr>\n
605<\/td>\nFIGURE 11A-11A DRINKING FOUNTAINS <\/td>\n<\/tr>\n
606<\/td>\nFIGURE 11A-11B TELEPHONES <\/td>\n<\/tr>\n
607<\/td>\nFIGURE 11A-11C INTERNATIONAL TTY SYMBOL
FIGURE 11A-11D VOLUME CONTROL TELEPHONES
FIGURE 11A-11E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS <\/td>\n<\/tr>\n
608<\/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
610<\/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
11B-105 REFERENCED STANDARDS
11B-106 DEFINITIONS
FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES <\/td>\n<\/tr>\n
612<\/td>\n11B-107 SPECIAL CONDITIONS APPEALS ACTION
11B-108 MAINTENANCE OF ACCESSIBLE FEATURES <\/td>\n<\/tr>\n
613<\/td>\nDIVISION 2: SCOPING REQUIREMENTS
11B-201 APPLICATION
11B-202 EXISTING BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n
615<\/td>\n11B-203 GENERAL EXCEPTIONS <\/td>\n<\/tr>\n
616<\/td>\n11B-204 PROTRUDING OBJECTS
11B-205 OPERABLE PARTS
FIGURE 11B-205.1 Ex. 9 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES
11B-206 ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
621<\/td>\n11B-207 ACCESSIBLE MEANS OF EGRESS
11B-208 PARKING SPACES
TABLE 11B-208.2 PARKING SPACES <\/td>\n<\/tr>\n
622<\/td>\n11B-209 PASSENGER DROP-OFF AND LOADING ZONES AND BUS STOPS <\/td>\n<\/tr>\n
623<\/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
624<\/td>\n11B-214 WASHING MACHINES AND CLOTHES DRYERS
11B-215 FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS <\/td>\n<\/tr>\n
625<\/td>\n11B-216 SIGNS <\/td>\n<\/tr>\n
626<\/td>\n11B-217 TELEPHONES <\/td>\n<\/tr>\n
627<\/td>\nTABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES
11B-218 TRANSPORTATION FACILITIES <\/td>\n<\/tr>\n
628<\/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
629<\/td>\nTABLE 11B-221.2.1.1 NUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREAS <\/td>\n<\/tr>\n
630<\/td>\n11B-222 DRESSING, FITTING AND LOCKER ROOMS
11B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES <\/td>\n<\/tr>\n
631<\/td>\n11B-224 TRANSIENT LODGING GUEST ROOMS, HOUSING AT A PLACE OF EDUCATION AND SOCIAL SERVICE CENTER ESTABLISHMENTS <\/td>\n<\/tr>\n
632<\/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
633<\/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
634<\/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
635<\/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
636<\/td>\n11B-233 PUBLIC HOUSING FACILITIES <\/td>\n<\/tr>\n
639<\/td>\n11B-234 AMUSEMENT RIDES
11B-235 RECREATIONAL BOATING FACILITIES <\/td>\n<\/tr>\n
640<\/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
641<\/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
642<\/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
643<\/td>\n11B-249 ADULT CHANGING FACILITIES
11B-250 CIRCULATION PATHS <\/td>\n<\/tr>\n
644<\/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
11B-304 TURNING SPACE <\/td>\n<\/tr>\n
645<\/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
646<\/td>\nFIGURE 11B-305.7.2 MANEUVERING CLEARANCE INAN 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
647<\/td>\nFIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS
11B-307 PROTRUDING OBJECTS
FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n
648<\/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
649<\/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
650<\/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
651<\/td>\nFIGURE 11B-403.5.2 CLEAR WIDTH AT TURN
11B-404 DOORS, DOORWAYS AND GATES <\/td>\n<\/tr>\n
652<\/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
653<\/td>\nFIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES <\/td>\n<\/tr>\n
654<\/td>\nFIGURE 11B-404.2.4.1\u2014continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES <\/td>\n<\/tr>\n
655<\/td>\nTABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS ORGATES, 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
656<\/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
658<\/td>\n11B-405 RAMPS <\/td>\n<\/tr>\n
659<\/td>\nFIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION
FIGURE 11B-405.7 RAMP LANDINGS
11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS <\/td>\n<\/tr>\n
660<\/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
661<\/td>\nFIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS
FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS
FIGURE 11B-406.6 ISLANDS IN CROSSINGS
11B-407 ELEVATORS <\/td>\n<\/tr>\n
662<\/td>\nFIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS <\/td>\n<\/tr>\n
663<\/td>\nFIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCES
TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
664<\/td>\nFIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
665<\/td>\nTABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION <\/td>\n<\/tr>\n
666<\/td>\n11B-408 LIMITED-USE\/LIMITED-APPLICATION ELEVATORS <\/td>\n<\/tr>\n
667<\/td>\nFIGURE 11B-408.4.1 LIMITED-USE\/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS
11B-409 PRIVATE RESIDENCE ELEVATORS <\/td>\n<\/tr>\n
668<\/td>\n11B-410 PLATFORM LIFTS
11B-411 DESTINATION-ORIENTED ELEVATORS <\/td>\n<\/tr>\n
669<\/td>\nFIGURE 11B-411.2.1.2.3 DESTINATION-ORIENTED ELEVATOR ACCESSIBILITY FUNCTION BUTTON INDICATION <\/td>\n<\/tr>\n
672<\/td>\nFIGURE 11B-411.2.3 FLOOR DESIGNATION AND CAR DESIGNATION SIGNS ON JAMBS OF DESTINATION-ORIENTEDELEVATOR HOISTWAY ENTRANCES <\/td>\n<\/tr>\n
674<\/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
675<\/td>\nFIGURE 11B-502.3 PARKING SPACE ACCESS AISLE <\/td>\n<\/tr>\n
676<\/td>\nFIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION <\/td>\n<\/tr>\n
677<\/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
678<\/td>\n11B-504 STAIRWAYS
FIGURE 11B-504.5 STAIR NOSINGS
11B-505 HANDRAILS <\/td>\n<\/tr>\n
679<\/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
680<\/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
681<\/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
682<\/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
683<\/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
684<\/td>\nFIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR <\/td>\n<\/tr>\n
685<\/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
686<\/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
687<\/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
688<\/td>\n11B-607 BATHTUBS
FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS <\/td>\n<\/tr>\n
689<\/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
690<\/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
691<\/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
692<\/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
693<\/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
694<\/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
695<\/td>\nFIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING
11B-612 SAUNAS AND STEAM ROOMS <\/td>\n<\/tr>\n
696<\/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
697<\/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
698<\/td>\nFIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS
TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
699<\/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
700<\/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
701<\/td>\nTABLE 11B-703.8.5 PIXEL COUNT FOR LOW RESOLUTION VMS
TABLE 11B-703.8.4 LOW RESOLUTION VMS CHARACTER HEIGHT
11B-704 TELEPHONES <\/td>\n<\/tr>\n
702<\/td>\nFIGURE 11B-703.8.5 LOW RESOLUTION VMS CHARACTERS
FIGURE 11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE
FIGURE 11B-704.2.1.2 FORWARD APPROACH TO TELEPHONE <\/td>\n<\/tr>\n
703<\/td>\n11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES <\/td>\n<\/tr>\n
704<\/td>\nFIGURE 11B-705.1.2.2.2 PARALLEL CURB RAMPS <\/td>\n<\/tr>\n
705<\/td>\nFIGURE 11B-705.2 DETECTABLE DIRECTIONAL TEXTURE
11B-706 ASSISTIVE LISTENING SYSTEMS
11B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES <\/td>\n<\/tr>\n
706<\/td>\nFIGURE 11B-707.6.2 NUMERIC KEY LAYOUT <\/td>\n<\/tr>\n
707<\/td>\n11B-708 TWO-WAY COMMUNICATION SYSTEMS <\/td>\n<\/tr>\n
708<\/td>\nDIVISION 8: SPECIAL ROOMS, SPACES AND ELEMENTS
11B-801 GENERAL
11B-802 WHEELCHAIR SPACES, COMPANION SEATS AND DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEATS
FIGURE 11B-802.1.2 WIDTH OF WHEELCHAIR SPACES
FIGURE 11B-802.1.3 DEPTH OF WHEELCHAIR SPACES
FIGURE 11B-802.2.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS
FIGURE 11B-802.2.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS <\/td>\n<\/tr>\n
709<\/td>\nFIGURE 11B-802.2.2.1 LINES OF SIGHT OVER THE HEADS OF STANDING SPECTATORS
FIGURE 11B-802.2.2.2 LINES OF SIGHT BETWEEN THE HEADS OF STANDING SPECTATORS
11B-803 DRESSING, FITTING AND LOCKER ROOMS
11B-804 KITCHENS, KITCHENETTES AND WET BARS <\/td>\n<\/tr>\n
710<\/td>\nFIGURE 11B-804.2.1 PASS THROUGH KITCHENS
FIGURE 11B-804.2.2 U-SHAPED KITCHENS <\/td>\n<\/tr>\n
711<\/td>\n11B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES <\/td>\n<\/tr>\n
712<\/td>\n11B-806 TRANSIENT LODGING GUEST ROOMS
11B-807 HOLDING CELLS AND HOUSING CELLS <\/td>\n<\/tr>\n
713<\/td>\n11B-808 COURTROOMS
11B-809 RESIDENTIAL DWELLING UNITS <\/td>\n<\/tr>\n
714<\/td>\nFIGURE 11B-809.8 Ex. 1(c) PLATFORM AT SECONDARY EXTERIOR DOOR <\/td>\n<\/tr>\n
715<\/td>\nFIGURE 11B-809.8 Ex. 1(d) RAMP AT SECONDARY EXTERIOR DOOR <\/td>\n<\/tr>\n
716<\/td>\nFIGURE 11B-809.9.2 CLEAR WIDTH AT KITCHENS <\/td>\n<\/tr>\n
717<\/td>\nFIGURE 11B-809.10.5.2 REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
718<\/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
719<\/td>\nFIGURE 11B-809.10.7.3 REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
720<\/td>\nFIGURE 11B-809.12 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES
11B-810 TRANSPORTATION FACILITIES
FIGURE 11B-810.2.2 DIMENSIONS OF BUS BOARDING AND ALIGHTING AREAS
FIGURE 11B-810.3 BUS SHELTERS <\/td>\n<\/tr>\n
721<\/td>\nFIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS
11B-811 STORAGE
11B-812 ELECTRIC VEHICLE CHARGING STATIONS <\/td>\n<\/tr>\n
723<\/td>\nFIGURE 11B-812.9 SURFACE MARKING <\/td>\n<\/tr>\n
724<\/td>\n11B-813 ADULT CHANGING FACILITIES
FIGURE 11B-813.2.1.2 CLEARANCE AROUND ADULT CHANGING TABLE <\/td>\n<\/tr>\n
725<\/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
726<\/td>\nFIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS <\/td>\n<\/tr>\n
727<\/td>\nDIVISION 10: RECREATION FACILITIES
11B-1001 GENERAL
11B-1002 AMUSEMENT RIDES
FIGURE 11B-1002.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDES <\/td>\n<\/tr>\n
728<\/td>\n11B-1003 RECREATIONAL BOATING FACILTIES <\/td>\n<\/tr>\n
729<\/td>\nFIGURE 11B-1003.3.1 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS
FIGURE 11B-1003.3.1 BOAT SLIP CLEARANCE
FIGURE 11B-1003.3.1 (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS <\/td>\n<\/tr>\n
730<\/td>\nFIGURE 11B-1003.3.2 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS
FIGURE 11B-1003.3.2 BOARDING PIER CLEARANCE
FIGURE 11B-1003.3.2 (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS
11B-1004 EXERCISE MACHINES AND EQUIPMENT <\/td>\n<\/tr>\n
731<\/td>\n11B-1005 FISHING PIERS AND PLATFORMS
11B-1006 GOLF FACILTIES
FIGURE 11B-1005.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS <\/td>\n<\/tr>\n
732<\/td>\n11B-1007 MINIATURE GOLF FACILITIES
11B-1008 PLAY AREAS
FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA <\/td>\n<\/tr>\n
733<\/td>\nFIGURE 11B-1008.3.1 TRANSFER PLATFORMS <\/td>\n<\/tr>\n
734<\/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
735<\/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
FIGURE 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
736<\/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
737<\/td>\nFIGURE 11B-1009.4.5 GRAB BARS FOR TRANSFER WALLS
FIGURE 11B-1009.5.1 SIZE OF TRANSFER PLATFORM
FIGURE 11B-1009.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM <\/td>\n<\/tr>\n
738<\/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 SHOOTING FACILITIES WITH FIRING POSITIONS <\/td>\n<\/tr>\n
740<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 12 \u2013 INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n
741<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 12 \u2013 INTERIOR ENVIRONMENT\u2014continued <\/td>\n<\/tr>\n
742<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 VENTILATION <\/td>\n<\/tr>\n
744<\/td>\nTABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
TABLE 1202.3.1 IECC VERSUS CALIFORNIA ENERGY CODE CLIMATE ZONE COMPARISON <\/td>\n<\/tr>\n
745<\/td>\nSECTION 1203 TEMPERATURE CONTROL <\/td>\n<\/tr>\n
746<\/td>\nSECTION 1204 LIGHTING
SECTION 1205 YARDS OR COURTS <\/td>\n<\/tr>\n
747<\/td>\nSECTION 1206 SOUND TRANSMISSION <\/td>\n<\/tr>\n
750<\/td>\nSECTION 1207 ENHANCED CLASSROOM ACOUSTICS
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
752<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
753<\/td>\nSECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS <\/td>\n<\/tr>\n
754<\/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
760<\/td>\nTABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION) AND MEDICAL AIR SYSTEMS1, 6 <\/td>\n<\/tr>\n
761<\/td>\nTABLE 1224.4.6.5[OSHPD 1, 2, 3, 4 & 5] LOCATION OF NURSE CALL DEVICES\u2022 = Required <\/td>\n<\/tr>\n
764<\/td>\nTABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
765<\/td>\nTABLE 1224.4.11.4a EXAMINATION\/TREATMENT, IMAGING, PROCEDURE AND OPERATING ROOM CLASSIFICATION1, 2 <\/td>\n<\/tr>\n
768<\/td>\nTABLE 1224.4.19 SOUND TRANSMISSION LIMITATIONS IN HOSPITALS <\/td>\n<\/tr>\n
806<\/td>\nSECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES <\/td>\n<\/tr>\n
815<\/td>\nSECTION 1226 [OSHPD 3] CLINICS <\/td>\n<\/tr>\n
826<\/td>\nSECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS <\/td>\n<\/tr>\n
831<\/td>\nSECTION 1228 [OSHPD 5] ACUTE PSYCHIATRIC HOSPITALS <\/td>\n<\/tr>\n
838<\/td>\nSECTION 1229 RESERVED
SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES <\/td>\n<\/tr>\n
839<\/td>\nTABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES <\/td>\n<\/tr>\n
842<\/td>\nSECTION 1231 [BSCC] LOCAL DETENTION <\/td>\n<\/tr>\n
843<\/td>\nTABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES <\/td>\n<\/tr>\n
848<\/td>\nSECTION 1232 RESERVED
SECTION 1233 RESERVED
SECTION 1234 RESERVED
SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS) <\/td>\n<\/tr>\n
849<\/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
850<\/td>\nTABLE 1240.15.1 <\/td>\n<\/tr>\n
851<\/td>\nSECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES
SECTION 1242 [AGR] RENDERERS
SECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
852<\/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
853<\/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
854<\/td>\nSECTION 1254 [CA] ACUPUNCTURE OFFICES <\/td>\n<\/tr>\n
856<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1300 GENERAL
SECTION 1301 SOLAR ENERGY COLLECTORS <\/td>\n<\/tr>\n
858<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 14 \u2013 EXTERIOR WALLS <\/td>\n<\/tr>\n
860<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
861<\/td>\nSECTION 1403 MATERIALS <\/td>\n<\/tr>\n
862<\/td>\nSECTION 1404 INSTALLATION OF WALL COVERINGS
TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
863<\/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
868<\/td>\nSECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
869<\/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
870<\/td>\nSECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
871<\/td>\nSECTION 1409 PLASTIC COMPOSITE DECKING
SECTION 1410 [DSA-SS & DSA-SS\/CC, OSHPD 1, 1R, 2, 4 & 5] ADDITIONAL REQUIREMENTS FORANCHORED AND ADHERED VENEER <\/td>\n<\/tr>\n
872<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 15 \u2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
874<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 ROOF DRAINAGE
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
875<\/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
876<\/td>\nTABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFSa, b, c
SECTION 1505 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
877<\/td>\nTABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTIONa <\/td>\n<\/tr>\n
878<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
TABLE 1507.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
879<\/td>\nTABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
880<\/td>\nTABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
881<\/td>\nTABLE 1507.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
883<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n
884<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
885<\/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
886<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
887<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
888<\/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
889<\/td>\nSECTION 1508 ROOF INSULATION
[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
890<\/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
892<\/td>\n[BF] TABLE 1512.1 ALLOWABLE REROOFS OVER EXISTING ROOFING <\/td>\n<\/tr>\n
893<\/td>\nSECTION 1512 REROOFING
SECTION 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
896<\/td>\nINDEX <\/td>\n<\/tr>\n
938<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
940<\/td>\nCODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
941<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
942<\/td>\n2022 CALIFORNIA BUILDING CODE VOLUME 2 OF 2 INCLUDING 2023 CIT OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
943<\/td>\n2022 CALIFORNIA BUILDING CODE VOLUME 2 OF 2 INCLUDING 2023 CITY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
944<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
971<\/td>\nCALIFORNIA FIRE CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
973<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 NOTATIONS <\/td>\n<\/tr>\n
974<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
975<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
976<\/td>\nTABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
977<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
978<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
979<\/td>\nEQUATION 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
980<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
981<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
982<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
984<\/td>\nEQUATION 16-7
TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
985<\/td>\nEQUATION 16-8
EQUATION 16-9 <\/td>\n<\/tr>\n
986<\/td>\nEQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
988<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
989<\/td>\nTABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n
990<\/td>\nFIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
991<\/td>\nFIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
992<\/td>\nEQUATION 16-17 <\/td>\n<\/tr>\n
993<\/td>\nFIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
994<\/td>\nFIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
995<\/td>\nFIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
996<\/td>\nFIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
997<\/td>\nEQUATION 16-18
TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c
SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE <\/td>\n<\/tr>\n
998<\/td>\nSECTION 1611 RAIN LOADS
EQUATION 16-19
TABLE 1610.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
999<\/td>\nFIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
1000<\/td>\nFIGURE 1611.1(2)100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
1001<\/td>\nFIGURE 1611.1(3)100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
1002<\/td>\nFIGURE 1611.1(4)100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
1003<\/td>\nFIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
1004<\/td>\nSECTION 1612 FLOOD LOADS
SECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
1005<\/td>\nEQUATION 16-20
EQUATION 16-21
EQUATION 16-22
EQUATION 16-23 <\/td>\n<\/tr>\n
1006<\/td>\nFIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THECONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1007<\/td>\nFIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THECONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1008<\/td>\nFIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THECONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1009<\/td>\nFIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THECOTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1010<\/td>\nFIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1011<\/td>\nFIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1012<\/td>\nFIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1013<\/td>\nFIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR 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
1014<\/td>\nFIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1015<\/td>\nFIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
1016<\/td>\nTABLE 1613.2.3(1) [OSHPD 1R, 2 & 5] VALUES OF SITE COEFFICIENT Faa
TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FVa <\/td>\n<\/tr>\n
1017<\/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
1022<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 TSUNAMI LOADS
SECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
1023<\/td>\nFIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16-24 <\/td>\n<\/tr>\n
1024<\/td>\nEQUATION 16-25
SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
1025<\/td>\nEQUATION 3-5A <\/td>\n<\/tr>\n
1033<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
1035<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A NOTATIONS
SECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
1037<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
1038<\/td>\nTABLE 1604A.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
1039<\/td>\nTABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1, 3, 4 <\/td>\n<\/tr>\n
1040<\/td>\nTABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1041<\/td>\nSECTION 1605A LOAD COMBINATIONS <\/td>\n<\/tr>\n
1042<\/td>\nEQUATION 16A-1
EQUATION 16A-2
EQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 3-5A
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS <\/td>\n<\/tr>\n
1043<\/td>\nTABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1044<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1045<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1047<\/td>\nEQUATION 16A-7 <\/td>\n<\/tr>\n
1048<\/td>\nTABLE 1607A.12.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16A-8
EQUATION 16A-9 <\/td>\n<\/tr>\n
1049<\/td>\nEQUATION 16A-10
EQUATION 16A-11
EQUATION 16A-12
EQUATION 16A-13
EQUATION 16A-14
EQUATION 16A-15
EQUATION 16A-16 <\/td>\n<\/tr>\n
1051<\/td>\nSECTION 1608A SNOW LOADS <\/td>\n<\/tr>\n
1052<\/td>\nFIGURE 1608A.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
1053<\/td>\nFIGURE 1608A.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
1054<\/td>\nSECTION 1609A WIND LOADS
TABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n
1055<\/td>\nEQUATION 16A-17 <\/td>\n<\/tr>\n
1057<\/td>\nFIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1058<\/td>\nFIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1059<\/td>\nFIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1060<\/td>\nFIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1061<\/td>\nTABLE 1609A.3.1 WIND SPEED CONVERSIONSa, b, c
EQUATION 16A-18
SECTION 1610A SOIL LOADS AND HYDROSTATIC PRESSURE <\/td>\n<\/tr>\n
1062<\/td>\nTABLE 1610A.1 LATERAL SOIL LOAD
SECTION 1611A RAIN LOADS
EQUATION 16A-19 <\/td>\n<\/tr>\n
1063<\/td>\nSECTION 1612A FLOOD LOADS <\/td>\n<\/tr>\n
1064<\/td>\nFIGURE 1611A.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
1065<\/td>\nFIGURE 1611A.1(2)100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
1066<\/td>\nFIGURE 1611A.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
1067<\/td>\nFIGURE 1611A.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
1068<\/td>\nFIGURE 1611A.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
1069<\/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
1070<\/td>\nTABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT Faa
TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT FVa
SECTION 1615A TSUNAMI LOADS
SECTION 1616A STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
1071<\/td>\nFIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
1072<\/td>\nEQUATION 16A-25
EQUATION 16A-24
SECTION 1617A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
1083<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
1084<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 SPECIAL INSPECTIONS AND TESTS\u2014continued <\/td>\n<\/tr>\n
1085<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 NEW MATERIALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
1086<\/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 <\/td>\n<\/tr>\n
1093<\/td>\nTABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
1095<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
1098<\/td>\nTABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
1099<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1100<\/td>\nTABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1103<\/td>\nTABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
1106<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
1107<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1108<\/td>\nSECTION 1710 CERTIFIED SECURITY BAR INSTALLER <\/td>\n<\/tr>\n
1109<\/td>\nSECTION 1711 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
1111<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17A \u2013 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
1113<\/td>\nCHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL
SECTION 1702A NEW MATERIALS
SECTION 1703A APPROVALS <\/td>\n<\/tr>\n
1114<\/td>\nSECTION 1704A SPECIAL INSPECTIONS AND TESTS,CONTRACTOR RESPONSIBILITY ANDSTRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
1116<\/td>\nSECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
1118<\/td>\nTABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
1119<\/td>\nTABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
1120<\/td>\nTABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
1122<\/td>\nTABLE 1705A.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
1123<\/td>\nTABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
1124<\/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
1126<\/td>\nTABLE 1705A.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
1129<\/td>\nSECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE <\/td>\n<\/tr>\n
1130<\/td>\nSECTION 1708A IN-SITU LOAD TESTS
SECTION 1709A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1133<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1134<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS\u2014continued <\/td>\n<\/tr>\n
1135<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1139<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1140<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1141<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
1142<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
1143<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
1144<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
1145<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
1146<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHESa, b, c <\/td>\n<\/tr>\n
1147<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c <\/td>\n<\/tr>\n
1148<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
1149<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
1150<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032c OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
1151<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS
FIGURE 1809.3 STEPPED FOUNDATIONS <\/td>\n<\/tr>\n
1152<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
1153<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1156<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1157<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
1159<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
1165<\/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
1169<\/td>\nSECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
1171<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1173<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A DESIGN BASIS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1176<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1177<\/td>\nSECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1179<\/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
1180<\/td>\nEQUATION 18A-1 <\/td>\n<\/tr>\n
1181<\/td>\nEQUATION 18A-2
EQUATION 18A-3
SECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
1182<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
1183<\/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
1184<\/td>\nSECTION 1809A SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
1185<\/td>\nSECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1187<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1191<\/td>\nEQUATION 18A-5 <\/td>\n<\/tr>\n
1196<\/td>\nSECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
SECTION 1812A EARTH RETAINING SHORING <\/td>\n<\/tr>\n
1199<\/td>\nSECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT <\/td>\n<\/tr>\n
1201<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
1203<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
1205<\/td>\nSECTION 1902 COORDINATION OF TERMINOLOGY
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1206<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1209<\/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
1212<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT,AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE <\/td>\n<\/tr>\n
1213<\/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
1214<\/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
1217<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
1219<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL <\/td>\n<\/tr>\n
1220<\/td>\nSECTION 1902A COORDINATION OF TERMINOLOGY
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1221<\/td>\nSECTION 1904A DURABILITY REQUIREMENTS
SECTION 1905A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1223<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE <\/td>\n<\/tr>\n
1224<\/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
1226<\/td>\nSECTION 1911A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
1229<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
1231<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 TESTING AND INSPECTION <\/td>\n<\/tr>\n
1233<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
1235<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 NOTATIONS <\/td>\n<\/tr>\n
1236<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
1237<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
1238<\/td>\nSECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
1239<\/td>\nSECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
1240<\/td>\nSECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1, 2 <\/td>\n<\/tr>\n
1241<\/td>\nSECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
EQUATION 21-2 <\/td>\n<\/tr>\n
1242<\/td>\nTABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
1243<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
1244<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
1245<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
1246<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1249<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1250<\/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
1251<\/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
1254<\/td>\nTABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1, 2 <\/td>\n<\/tr>\n
1255<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
1257<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL
SECTION 2102A NOTATIONS
SECTION 2103A MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
1258<\/td>\nTABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
1261<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
1262<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
1263<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
EQUATION 21A-1
TABLE 8.3.4.4 MINIMUM THICKNESS OF MASONRY WALLS1, 2 <\/td>\n<\/tr>\n
1264<\/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
1266<\/td>\nFIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
1267<\/td>\nSECTION 2112A MASONRY HEATERS
SECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1269<\/td>\nFIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1271<\/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
1272<\/td>\nTABLE 2114A.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
1273<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
1275<\/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
1276<\/td>\nSECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
1278<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
1279<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
1280<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1281<\/td>\nSECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
1282<\/td>\nSECTION 2213 TESTING AND FIELD VERIFICATION[OSHPD 1R, 2 & 5] <\/td>\n<\/tr>\n
1283<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
1285<\/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
1286<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
1288<\/td>\nSECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS <\/td>\n<\/tr>\n
1289<\/td>\nSECTION 2208A STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
1290<\/td>\nSECTION 2209A STEEL STORAGE RACKS
SECTION 2210A COLD-FORMED STEEL
SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1291<\/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
1292<\/td>\nSECTION 2213A TESTING AND FIELD VERIFICATION <\/td>\n<\/tr>\n
1293<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
1295<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL <\/td>\n<\/tr>\n
1296<\/td>\nSECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
1300<\/td>\nFIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR <\/td>\n<\/tr>\n
1301<\/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
1302<\/td>\nFIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR <\/td>\n<\/tr>\n
1303<\/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
1304<\/td>\nFIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY <\/td>\n<\/tr>\n
1305<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
1306<\/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
1307<\/td>\nTABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRA
TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa <\/td>\n<\/tr>\n
1308<\/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 Supports)
TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood structural panels are five-ply, five-layer unless otherwise noted)a <\/td>\n<\/tr>\n
1309<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKN <\/td>\n<\/tr>\n
1311<\/td>\nTABLE 2304.10.2 FASTENING SCHEDULE <\/td>\n<\/tr>\n
1312<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1313<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1314<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1315<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1316<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
1319<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1
TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)a, c
EQUATION 23-2 <\/td>\n<\/tr>\n
1320<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
1321<\/td>\nTABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
1322<\/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 <\/td>\n<\/tr>\n
1323<\/td>\nFIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1)
TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h <\/td>\n<\/tr>\n
1324<\/td>\nFIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) <\/td>\n<\/tr>\n
1325<\/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,
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
1326<\/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
1327<\/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
1329<\/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
1330<\/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
1331<\/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
1332<\/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
1333<\/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
1334<\/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
1335<\/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
1336<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
1337<\/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
1338<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc <\/td>\n<\/tr>\n
1339<\/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
1340<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
1341<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
1342<\/td>\nTABLE 2308.6.1 WALL BRACING REQUIREMENTSa <\/td>\n<\/tr>\n
1343<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
1344<\/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
1345<\/td>\nTABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
1346<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
1347<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
1348<\/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
1350<\/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
1351<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
1353<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h <\/td>\n<\/tr>\n
1354<\/td>\nTABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240)
SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
1355<\/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
1356<\/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
1357<\/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
1358<\/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
1359<\/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
1360<\/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
1361<\/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
1362<\/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
1363<\/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
1364<\/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
1365<\/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
1366<\/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
1367<\/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
1368<\/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
1369<\/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
1370<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi <\/td>\n<\/tr>\n
1371<\/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
1372<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1373<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
1375<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 GLAZING REPLACEMENT
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS <\/td>\n<\/tr>\n
1376<\/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
1377<\/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
1378<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
1379<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
1380<\/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
1381<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
1382<\/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
1384<\/td>\nSECTION 2411 [OSHPD 1, 1R, 2, 4 & 5]THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS <\/td>\n<\/tr>\n
1387<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER <\/td>\n<\/tr>\n
1389<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 PERFORMANCE
SECTION 2503 INSPECTION <\/td>\n<\/tr>\n
1390<\/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
1391<\/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
1392<\/td>\nTABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
1393<\/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
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO) <\/td>\n<\/tr>\n
1394<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
1395<\/td>\nSECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
1396<\/td>\nSECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
1397<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
1399<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
1403<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
1404<\/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
1405<\/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
1406<\/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
1407<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
1408<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1409<\/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
1410<\/td>\nTABLE 2609.4 AREA LIMITATIONS FORLIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
1411<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
1412<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
1413<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
1415<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
1417<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
1419<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
1421<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
1422<\/td>\n[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
1423<\/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
1424<\/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
1426<\/td>\n[P] SECTION 2903 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
1427<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1429<\/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
1431<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1432<\/td>\nSECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS
SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
1433<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
1434<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
1435<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1437<\/td>\nSECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS <\/td>\n<\/tr>\n
1439<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31 \u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
1441<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1442<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
1443<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
1444<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES <\/td>\n<\/tr>\n
1445<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
1447<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
1448<\/td>\nSECTION 3112 PATIO COVERS
SECTION 3113 RELOCATABLE BUILDINGS <\/td>\n<\/tr>\n
1449<\/td>\nSECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS <\/td>\n<\/tr>\n
1450<\/td>\nSECTION 3115 INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
1452<\/td>\nTABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1453<\/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
1454<\/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
1455<\/td>\nCHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE <\/td>\n<\/tr>\n
1457<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC POOLS <\/td>\n<\/tr>\n
1459<\/td>\nCHAPTER 31B [DPH] PUBLIC POOLS
DIVISION I – GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
1460<\/td>\nSECTION 3103B PLAN REVIEW <\/td>\n<\/tr>\n
1461<\/td>\nSECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS <\/td>\n<\/tr>\n
1462<\/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
1463<\/td>\nSECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS <\/td>\n<\/tr>\n
1464<\/td>\nSECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING <\/td>\n<\/tr>\n
1465<\/td>\nSECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS
SECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE <\/td>\n<\/tr>\n
1466<\/td>\nSECTION 3120B REQUIRED SIGNS <\/td>\n<\/tr>\n
1467<\/td>\nSECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
SECTION 3123B GENERAL REQUIREMENTS
SECTION 3124B TURNOVER TIME <\/td>\n<\/tr>\n
1468<\/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
1469<\/td>\nSECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS <\/td>\n<\/tr>\n
1470<\/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
1471<\/td>\nFIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE
TABLE 31B-2 <\/td>\n<\/tr>\n
1472<\/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
1473<\/td>\nSECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS <\/td>\n<\/tr>\n
1474<\/td>\nSECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS
SECTION 3139B SOLAR HEATING INSTALLATIONS
SECTION 3140B CLEANING SYSTEMS <\/td>\n<\/tr>\n
1475<\/td>\nSECTION 3141B WASTEWATER DISPOSAL
SECTION 3142B RESERVED
SECTION 3143B RESERVED
SECTION 3144B RESERVED
SECTION 3145B RESERVED
SECTION 3146B
\nRESERVED
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
1476<\/td>\nSECTION 3161B WADING POOLS
SECTION 3162 BANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
1479<\/td>\nFIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
1480<\/td>\nFIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS <\/td>\n<\/tr>\n
1481<\/td>\nTABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS <\/td>\n<\/tr>\n
1482<\/td>\nTABLE 31B-7
FIGURE 31B-8 DEPTH MARKER LOCATIONS <\/td>\n<\/tr>\n
1483<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
1485<\/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
1487<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
1489<\/td>\nCHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITION
SECTION 3103D BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
1491<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
1493<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS <\/td>\n<\/tr>\n
1495<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
1496<\/td>\nTABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION <\/td>\n<\/tr>\n
1498<\/td>\nSECTION 3102F AUDIT AND INSPECTION
TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1 <\/td>\n<\/tr>\n
1501<\/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
1504<\/td>\nTABLE 31F-2-4 ASSESSMENT RATINGS
TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) <\/td>\n<\/tr>\n
1505<\/td>\nTABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] <\/td>\n<\/tr>\n
1508<\/td>\nTABLE 31F-2-7A
TABLE 31F-2-7B <\/td>\n<\/tr>\n
1509<\/td>\nTABLE 31F-2-7C <\/td>\n<\/tr>\n
1510<\/td>\nTABLE 31F-2-8
TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
1511<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
1512<\/td>\nSECTION 3103F STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS <\/td>\n<\/tr>\n
1513<\/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
1514<\/td>\nTABLE 31F-3-3 VALUES OF Fa
TABLE 31F-3-4 VALUES OF Fv <\/td>\n<\/tr>\n
1515<\/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
1516<\/td>\nEQUATION 3-11
EQUATION 3-12
EQUATION 3-13 <\/td>\n<\/tr>\n
1517<\/td>\nFIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5]
EQUATION 3-14 <\/td>\n<\/tr>\n
1518<\/td>\nFIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6]) <\/td>\n<\/tr>\n
1519<\/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
1520<\/td>\nEQUATION 3-19
TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
EQUATION 3-20 <\/td>\n<\/tr>\n
1521<\/td>\nTABLE 31F-3-8 SITE CONDITIONS
TABLE 31F-3-9 BERTHING ANGLE <\/td>\n<\/tr>\n
1522<\/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
1525<\/td>\nSECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT <\/td>\n<\/tr>\n
1526<\/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
1527<\/td>\nFIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
EQUATION 4-1
FIGURE 31F-4-4 IDEALIZATION OF PUSHOVERCURVE (ADAPTED FROM [4.3])
EQUATION 4-2
EQUATION 4-3 <\/td>\n<\/tr>\n
1528<\/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
1529<\/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
1530<\/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
1531<\/td>\nEQUATION 4-22 <\/td>\n<\/tr>\n
1532<\/td>\nEQUATION 4-23 <\/td>\n<\/tr>\n
1533<\/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 NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES <\/td>\n<\/tr>\n
1534<\/td>\nEQUATION 4-26 <\/td>\n<\/tr>\n
1536<\/td>\nSECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
1537<\/td>\nFIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] <\/td>\n<\/tr>\n
1538<\/td>\nEQUATION 5-1
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
1539<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY
TABLE 31F-5-1 CONTACT LENGTH
TABLE 31F-5-2 COEFFICIENT OF FRICTION
EQUATION 5-3 <\/td>\n<\/tr>\n
1540<\/td>\nTABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4]
EQUATION 5-4
TABLE 31F-5-4 ALLOWABLE WORKING LOADS <\/td>\n<\/tr>\n
1542<\/td>\nSECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES <\/td>\n<\/tr>\n
1544<\/td>\nFIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] <\/td>\n<\/tr>\n
1545<\/td>\nFIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] <\/td>\n<\/tr>\n
1547<\/td>\nSECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS
EQUATION 7-1A
EQUATION 7-1B
EQUATION 7-1C
EQUATION 7-2A
EQUATION 7-2B
EQUATION 7-2C
EQUATION 7-3A
EQUATION 7-3B
EQUATION 7-3C <\/td>\n<\/tr>\n
1548<\/td>\nTABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1
TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS(after Table 6-2 of [7.3]) <\/td>\n<\/tr>\n
1549<\/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] <\/td>\n<\/tr>\n
1550<\/td>\nFIGURE 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
1551<\/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
1552<\/td>\nEQUATION 7-13
EQUATION 7-14
EQUATION 7-15
EQUATION 7-16
EQUATION 7-17
EQUATION 7-18
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM(from Fig. 3-30 of [7.2]) <\/td>\n<\/tr>\n
1553<\/td>\nFIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21 <\/td>\n<\/tr>\n
1554<\/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 JOINT SHEAR STRAIN (rotation) [7.1, pg. 564]
EQUATION 7-26
EQUATION 7-27 <\/td>\n<\/tr>\n
1555<\/td>\nFIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
EQUATION 7-28
EQUATION 7-29
EQUATION 7-30
EQUATION 7-31
EQUATION 7-32
FIGURE 31F-7-12 JOINT ROTATION
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE <\/td>\n<\/tr>\n
1556<\/td>\nEQUATION 7-33
EQUATION 7-34
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
1558<\/td>\nFIGURE 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
1562<\/td>\nSECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <\/td>\n<\/tr>\n
1563<\/td>\nTABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
1564<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
1566<\/td>\nSECTION 3109F PIPING AND PIPELINES <\/td>\n<\/tr>\n
1567<\/td>\nTABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
1569<\/td>\nSECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
1572<\/td>\nSECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
1575<\/td>\nSECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG <\/td>\n<\/tr>\n
1577<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
1579<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
1581<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
1583<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION <\/td>\n<\/tr>\n
1584<\/td>\nSECTION 3304 SITE WORK
SECTION 3305 TOILET FACILITIES DURING CONSTRUCTION
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1585<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
1586<\/td>\nSECTION 3308 TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
1587<\/td>\nSECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
1588<\/td>\nSECTION 3314 FIRE WATCH DURING CONSTRUCTION <\/td>\n<\/tr>\n
1589<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
1591<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1592<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1593<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1594<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1595<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA <\/td>\n<\/tr>\n
1596<\/td>\nACI
AISC <\/td>\n<\/tr>\n
1597<\/td>\nAISI
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
1598<\/td>\nAPA <\/td>\n<\/tr>\n
1599<\/td>\nASABE
ASCE\/SEI <\/td>\n<\/tr>\n
1600<\/td>\nASHRAE
ASME
ASSP
ASTM <\/td>\n<\/tr>\n
1614<\/td>\nAWC
AWCI
AWPA
AWS <\/td>\n<\/tr>\n
1615<\/td>\nBHMA
CEN
CPA
CPSC <\/td>\n<\/tr>\n
1616<\/td>\nCSA
CSSB
DASMA
DHA
DOC <\/td>\n<\/tr>\n
1617<\/td>\nDOL
DOTn
EN
FEMA
FM <\/td>\n<\/tr>\n
1618<\/td>\nGA
ICC <\/td>\n<\/tr>\n
1619<\/td>\nISO
MHI <\/td>\n<\/tr>\n
1620<\/td>\nNAAMM
NCMA
NEHRP
NFPA <\/td>\n<\/tr>\n
1632<\/td>\nPCI <\/td>\n<\/tr>\n
1633<\/td>\nPTI
RMI
SBCA
SDI
SFM <\/td>\n<\/tr>\n
1634<\/td>\nSJI
SPRI
SRCC
TIA <\/td>\n<\/tr>\n
1635<\/td>\nTMS
TPI
UBC
UL <\/td>\n<\/tr>\n
1639<\/td>\nULC
USC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
1641<\/td>\nCHAPTER 61 SPECIAL HAZARD AREAS
SECTION 6101 IMPACT HAZARD GLAZING IN EXISTING BUILDINGS
SECTION 6102 RUBBISH ROOMS
SECTION 6103 SHAFTS, PITS AND SIMILAR EXCAVATION \u2013MISDEMEANOR
SECTION 6104 FIRE DISTRICTS
SECTION 6105 SEPARATION FROM OIL WELLS <\/td>\n<\/tr>\n
1642<\/td>\nSECTION 6106 RESERVED
SECTION 6107 RESERVED
SECTION 6108 RESERVED
SECTION 6109 SWIMMING POOLS AND OTHER BODIES OF WATER \u2013 PROTECTIVE DEVICES REQUIRED <\/td>\n<\/tr>\n
1643<\/td>\nCHAPTER 62 SIGNS
SECTION 6201 GENERAL PROVISIONS <\/td>\n<\/tr>\n
1644<\/td>\nSECTION 6202 DEFINITIONS
SECTION 6203 LOCATION
SECTION 6204 IDENTIFICATION <\/td>\n<\/tr>\n
1645<\/td>\nSECTION 6205 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
1646<\/td>\nSECTION 6206 ELECTRICAL
SECTION 6207 COMBUSTIBLE MATERIALS
SECTION 6208 ANIMATED DEVICES
SECTION 6209 GROUND SIGNS
SECTION 6210 ROOF SIGNS <\/td>\n<\/tr>\n
1647<\/td>\nSECTION 6211 WALL SIGNS
SECTION 6212 PROJECTING SIGNS
SECTION 6213 MARQUEE SIGNS <\/td>\n<\/tr>\n
1648<\/td>\nSECTION 6215 REFERENCED STANDARDS
SECTION 6216 EXISTING SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN <\/td>\n<\/tr>\n
1649<\/td>\nCHAPTER 63 ADDITIONAL PROVISIONS FOR SPECIFIC USES
SECTION 6301 GENERAL
SECTION 6302 FOOD ESTABLISHMENT <\/td>\n<\/tr>\n
1650<\/td>\nSECTION 6303 SERVICE STATIONS
SECTION 6304 RESIDENTIAL USES
SECTION 6305 PARKING GARAGES SERVING RESIDENTIAL USES
SECTION 6306 ANTI-GRAFFITI FINISH TO EXTERIOR WALLS
SECTION 6307 SHOWER AND LOCKER FACILITIES <\/td>\n<\/tr>\n
1653<\/td>\nCHAPTER 67 SECURITY PROVISIONS
SECTION 6701 PURPOSE
SECTION 6702 GENERAL
SECTION 6703 LIMITATIONS
SECTION 6704 ALTERNATIVE SECURITY PROVISIONS
SECTION 6705 DEFINITIONS <\/td>\n<\/tr>\n
1654<\/td>\nSECTION 6706 ENTRY VISION
SECTION 6707 APPURTENANT ACCESS
SECTION 6708 DOORS \u2013 GENERAL
SECTION 6709 SWINGING DOORS <\/td>\n<\/tr>\n
1655<\/td>\nSECTION 6710 SLIDING GLASS DOORS
SECTION 6711 OVERHEAD AND SLIDING DOORS
SECTION 6712 METAL ACCORDION-GRATE OR GRILLE-TYPE DOORS
SECTION 6713 GLAZED OPENING \u2013 GENERAL
SECTION 6714 GLAZING
SECTION 6715 WINDOWS <\/td>\n<\/tr>\n
1656<\/td>\nSECTION 6716 OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS
SECTION 6717 TESTS \u2013 GENERAL <\/td>\n<\/tr>\n
1657<\/td>\nCHAPTER 70 GRADING, EXCAVATIONS AND FILLS
SECTION 7001 PURPOSE
SECTION 7002 SCOPE
SECTION 7003 DEFINITIONS <\/td>\n<\/tr>\n
1658<\/td>\nSECTION 7004 GRADING DESIGNATION
SECTION 7005 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1659<\/td>\nSECTION 7006 CONDITIONS PRECEDENT TO ISSUING A GRADING PERMIT <\/td>\n<\/tr>\n
1663<\/td>\nSECTION 7007 SAFETY PRECAUTIONS DURING GRADING
SECTION 7008 PROFESSIONAL INSPECTION AND CERTIFICATION FOR ENGINEERED GRADING <\/td>\n<\/tr>\n
1664<\/td>\nSECTION 7009 PROFESSIONAL INSPECTION FOR REGULAR GRADING <\/td>\n<\/tr>\n
1665<\/td>\nSECTION 7010 EXCAVATIONS
SECTION 7011 FILLS <\/td>\n<\/tr>\n
1666<\/td>\nSECTION 7012 PLANTING AND IRRIGATION OF CUT AND FILL SLOPES IN HILLSIDE AREAS <\/td>\n<\/tr>\n
1667<\/td>\nSECTION 7013 EROSION CONTROL AND DRAINAGE DEVICES <\/td>\n<\/tr>\n
1668<\/td>\nSECTION 7014 CONSTRUCTION REQUIREMENTS AND LIMITATIONS
SECTION 7015 BUTTRESS FILLS <\/td>\n<\/tr>\n
1669<\/td>\nSECTION 7016 AREAS SUBJECTED TO SLIDES AND UNSTABLE SOIL <\/td>\n<\/tr>\n
1671<\/td>\nINTERCEPTOR TERRACE FIGURE A
DIVERTER TERRACEF OR TOP OF CUT SLOPES\/ OR FILL SLOPES FIGURE B
BERM DETAIL FIGURE C <\/td>\n<\/tr>\n
1672<\/td>\n20-FOOT HORIZONTAL BENCH FIGURE D
FIGURE E <\/td>\n<\/tr>\n
1673<\/td>\nDRAINAGE DISPERSAL WALL FIGURE F <\/td>\n<\/tr>\n
1674<\/td>\nPLAN VIEW OUTLET STRUCTURE FIGURE G <\/td>\n<\/tr>\n
1675<\/td>\nSECTION A-A
SECTION B-B
SECTION C-C
SECTION D-D
GRATING FASTENING DETAIL H <\/td>\n<\/tr>\n
1676<\/td>\nINLET STRUCTURE SECTION Y-Y <\/td>\n<\/tr>\n
1677<\/td>\nCHAPTER 71 METHANE SEEPAGE REGULATIONS
SECTION 7101 PURPOSE
SECTION 7102 DEFINITIONS <\/td>\n<\/tr>\n
1678<\/td>\nSECTION 7103 GENERAL METHANE MITIGATION REQUIREMENTS
SECTION 7104 GENERAL METHANE REQUIREMENTS <\/td>\n<\/tr>\n
1680<\/td>\nSECTION 7105 EXISTING BUILDINGS
SECTION 7106 TESTING, MAINTENANCE AND SERVICE OF GAS-DETECTION AND MECHANICALVENTILATION SYSTEMS
SECTION 7107 EMERGENCY PROCEDURES
SECTION 7108 APPLICATION OF METHANE SEEPAGE REGULATIONS TO LOCATIONS OR AREAS OUTSIDE THE METHANE ZONE AND METHANE BUFFER ZONE BOUNDARIES
SECTION 7109 ADDITIONAL REMEDIAL MEASURES <\/td>\n<\/tr>\n
1681<\/td>\nTABLE 71 MINIMUM METHANE MITIGATION REQUIREMENTS <\/td>\n<\/tr>\n
1683<\/td>\nCHAPTER 72 FIRE DISTRICT REGULATIONS
SECTION 7200 PURPOSE
SECTION 7201 GENERAL <\/td>\n<\/tr>\n
1685<\/td>\nSECTION 7202 ADDITIONS TO BUILDINGS
SECTION 7203 GENERAL REQUIREMENTS
SECTION 7204 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 1 <\/td>\n<\/tr>\n
1686<\/td>\nSECTION 7205 PROVISIONAL STRUCTURES
SECTION 7206 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 2 (DELETED)
SECTION 7207 SPECIAL REQUIREMENTS FOR THE VERY HIGH FIRE HAZARD SEVERITY ZONE
SECTION 7208 PROHIBITED VEHICLES <\/td>\n<\/tr>\n
1687<\/td>\nCHAPTER 81 MAINTENANCE OF EXISTING BUILDINGS AND STRUCTURES
SECTION 8101 GENERAL PROVISIONS
SECTION 8102 ENFORCEMENT
SECTION 8103 EXISTING BUILDING RIGHTS
SECTION 8104 BASIC MAINTENANCE AND REPAIR OF EXISTING BUILDINGS AND PREMISES <\/td>\n<\/tr>\n
1688<\/td>\nSECTION 8105 ILLEGAL BUILDINGS, CONSTRUCTION AND USE <\/td>\n<\/tr>\n
1689<\/td>\nSECTION 8106 FIRE DISTRICT REQUIREMENTS
SECTION 8107 RESERVED
SECTION 8108 NUISANCES, HAZARDOUS BUILDINGS AND SUBSTANDARD RESIDENTIAL BUILDINGS <\/td>\n<\/tr>\n
1690<\/td>\nSECTION 8109 RELOCATED BUILDINGS
SECTION 8110 UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION 8111 RESIDENTIAL HEATING
SECTION 8112 RESIDENTIAL PLUMBING
SECTION 8113 ROD BRACING SYSTEMS
SECTION 8114 PARAPETS AND APPENDAGES
SECTION 8115 SANDBLASTING <\/td>\n<\/tr>\n
1691<\/td>\nSECTION 8116 SPECIAL PROVISIONS FOR LIGHT-HOUSEKEEPING ROOMS
SECTION 8117 FIRE WATCH
SECTION 8118 POOL WATER CLARITY <\/td>\n<\/tr>\n
1692<\/td>\nSECTION 8119 HISTORICAL BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
1695<\/td>\nCHAPTER 82 CHANGE OF OCCUPANCY, USE AND RATING CLASSIFICATION
SECTION 8201 GENERAL
SECTION 8202 CHANGE OF RATING CLASSIFICATION
SECTION 8203 CHANGE OF OCCUPANCY GROUPOR GROUP DIVISION
SECTION 8204 CHANGE OF USE
SECTION 8205 CERTIFICATE OF BUILDING COMPLIANCE
TABLE 82-A CERTIFICATE OF BUILDING COMPLIANCE INSPECTION FEE <\/td>\n<\/tr>\n
1697<\/td>\nCHAPTER 83 RELOCATION PERMIT
SECTION 8301 GENERAL APPLICATION
SECTION 8302 PERMITS REQUIRED \u2013GENERAL CONSIDERATIONS
SECTION 8303 PERMIT APPLICATION \u2013PLANS AND SPECIFICATIONS <\/td>\n<\/tr>\n
1698<\/td>\nSECTION 8304 SPECIAL CONDITIONS UNDER WHICHA PERMIT WILL NOT BE ISSUED
SECTION 8305 GUARANTEE OF COMPLETION REQUIRED <\/td>\n<\/tr>\n
1699<\/td>\nSECTION 8306 TERMS OF PERMIT
SECTION 8307 DEFAULT IN PERFORMANCE OF CONDITIONS OR TERMS OF PERMITS \u2013 FAILURE TO COMPLETE
SECTION 8308 PERMIT FEES <\/td>\n<\/tr>\n
1700<\/td>\nSECTION 8309 ENTRY UPON PREMISES
TABLE-A BASIC RELOCATION APPLICATION FEE SCHEDULE <\/td>\n<\/tr>\n
1701<\/td>\nCHAPTER 85 ALTERNATIVE BUILDING STANDARDS FOR JOINT LIVING AND WORK QUARTERS
SECTION 8501 GENERAL <\/td>\n<\/tr>\n
1702<\/td>\nSECTION 8502 ALTERNATIVE STANDARDS <\/td>\n<\/tr>\n
1707<\/td>\nCHAPTER 86 SPECIAL PROVISIONS FOR EXISTING BUILDINGS
SECTION 8601 GENERAL
SECTION 8602 GROUP E OCCUPANCIES <\/td>\n<\/tr>\n
1708<\/td>\nSECTION 8603 FIRE PROTECTION \u2013 WARNING SYSTEM
SECTION 8604 FIRE SAFETY STANDARDS <\/td>\n<\/tr>\n
1713<\/td>\nSECTION 8605 EMERGENCY HOMELESS SHELTERS <\/td>\n<\/tr>\n
1714<\/td>\nSECTION 8606 EMERGENCY LIGHTING STANDARDS FOR EXISTING RESIDENTIAL BUILDINGS, GROUP R, DIVISION 1 OCCUPANCIES <\/td>\n<\/tr>\n
1715<\/td>\nSECTION 8607 TENANT SAFETY FOR APARTMENT HOUSES,EXCEPT FOR RESIDENTIAL CONDOMINIUMS <\/td>\n<\/tr>\n
1717<\/td>\nCHAPTER 88 EARTHQUAKE HAZARD REDUCTION IN EXISTING BUILDINGS
SECTION 8801 PURPOSE
SECTION 8802 SCOPE
SECTION 8803 DEFINITIONS
SECTION 8804 RATING CLASSIFICATIONS <\/td>\n<\/tr>\n
1718<\/td>\nSECTION 8805 GENERAL REQUIREMENTS
SECTION 8806 ADMINISTRATION <\/td>\n<\/tr>\n
1719<\/td>\nSECTION 8807 HISTORICAL BUILDINGS
SECTION 8808 ANALYSIS AND DESIGN
FORMULA 8-1
FORMULA 8-2 <\/td>\n<\/tr>\n
1720<\/td>\nSECTION 8809 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
1722<\/td>\nSECTION 8810 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
1723<\/td>\nSECTION 8811 DESIGN CHECK \u2013 COMPATIBILITY OF ROOF DIAPHRAGM STIFFNESS TO UNREINFORCEDMASONRY WALL OUT-OF-PLANE STABILITY <\/td>\n<\/tr>\n
1724<\/td>\nFORMULA 11-3
FORMULA 11-4
SECTION 8812 VIOLATIONS
SECTION 8813 SPECIAL REQUIREMENTS FOR VACANT BUILDINGS <\/td>\n<\/tr>\n
1725<\/td>\nDEMAND-CAPACITY RATIO, 0.33 Wd \/(2vuD) OR 0.33 Wd \/(2vuD + ?Vc) ACCEPTABLE SPAN FOR DIAPHRAGMS(BASED ON DISPLACEMENT CONTROL CONCEPTS)FIGURE 88 <\/td>\n<\/tr>\n
1726<\/td>\nTABLE 88-A RATING CLASSIFICATIONS
TABLE 88-B TIME LIMITS FOR COMPLIANCE
TABLE 88-C SERVICE PROVISIONS AND EXTENDED TIME PROVISIONS**
TABLE 88-D HORIZONTAL FORCE FACTORS BASED ON RATING CLASSIFICATION
TABLE 88-E HORIZONTAL FORCE FACTORS \u201cIS\u201d FOR PARTS OR PORTIONS OF STRUCTURES <\/td>\n<\/tr>\n
1727<\/td>\nTABLE 88-F HORIZONTAL FORCE FACTOR \u201cCP\u201d FOR PARTS OR PORTIONS OF BUILDINGS OR OTHER STRUCTURES1
TABLE 88-G ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS WITH MINIMUM QUALITY MORTAR1, 2 <\/td>\n<\/tr>\n
1728<\/td>\nTABLE 88-H VALUES FOR EXISTING MATERIALS
TABLE 88-I ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
1729<\/td>\nTABLE 88-J ALLOWABLE SHEAR STRESS FOR TESTED UNREINFORCED MASONRY WALLS
TABLE 88-K VALUES FOR EXISTING MATERIALS
TABLE 88-L ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE 88-M ALLOWABLE SHEAR ON BOLTS <\/td>\n<\/tr>\n
1731<\/td>\nCHAPTER 89 ABATEMENT OF BUILDINGS, STRUCTURES, PREMISES AND PORTIONS THEREOF WHICH CONSTITUTE A NUISANCE OR ARE HAZARDOUS, OR SUBSTANDARD
SECTION 8901 GENERAL
SECTION 8902 DEFINITIONS <\/td>\n<\/tr>\n
1734<\/td>\nSECTION 8903 ABATEMENT PROCEDURES <\/td>\n<\/tr>\n
1737<\/td>\nSECTION 8904 SPECIAL PROVISIONS FOR VACANT PROPERTY GRAFFITI REMOVAL <\/td>\n<\/tr>\n
1739<\/td>\nSECTION 8905 SPECIAL PROVISIONS FOR VACATING,BARRICADING, REMOVING OR DEMOLISHING BUILDINGS OR STRUCTURES WITHOUT NOTICE
SECTION 8906 PAYMENT AND RECOVERY OF REPAIR AND DEMOLITION FUNDS <\/td>\n<\/tr>\n
1740<\/td>\nSECTION 8907 ABATEMENT OF PUBLIC NUISANCE CONDITIONS RELATED TO A DECLARED LOCAL EMERGENCY <\/td>\n<\/tr>\n
1741<\/td>\nSECTION 8908 SPECIAL PROVISIONS FOR THE REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS <\/td>\n<\/tr>\n
1743<\/td>\nCHAPTER 91 EARTHQUAKE HAZARD REDUCTION IN EXISTING TILT-UP CONCRETE WALL BUILDINGS
SECTION 9101 PURPOSE
SECTION 9102 SCOPE
SECTION 9103 DEFINITIONS
SECTION 9104 RATING CLASSIFICATIONS
SECTION 9105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1744<\/td>\nSECTION 9106 ADMINISTRATION
SECTION 9107 HISTORICAL BUILDINGS
SECTION 9108 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
1746<\/td>\nSECTION 9109 MATERIALS OF CONSTRUCTION
SECTION 9110 INFORMATION REQUIRED ON PLANS
SECTION 9111 REQUIRED BUILDING MAINTENANCE
SECTION 9112 VIOLATIONS \u2013 PENALTIES FOR DISREGARDING DEPARTMENT ORDERS <\/td>\n<\/tr>\n
1747<\/td>\nTABLE 91-A RATING CLASSIFICATIONS
TABLE 91-B TIME LIMITS FOR COMPLIANCE
TABLE 91-C SERVICE PRIORITIES <\/td>\n<\/tr>\n
1749<\/td>\nCHAPTER 92 VOLUNTARY EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH WEAK CRIPPLEWALLS AND UNBOLTED SILL PLATES
SECTION 9201 GENERAL
FORMULA 92-1
SECTION 9202 DEFINITIONS <\/td>\n<\/tr>\n
1750<\/td>\nSECTION 9203 STRUCTURAL WEAKNESSES
SECTION 9204 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
1753<\/td>\nSECTION 9205 QUALITY CONTROL
TABLE 92-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING1,2,3 <\/td>\n<\/tr>\n
1755<\/td>\nCHAPTER 93 MANDATORY EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS
SECTION 9301 PURPOSE
SECTION 9302 SCOPE
SECTION 9303 DEFINITIONS <\/td>\n<\/tr>\n
1756<\/td>\nSECTION 9304 PRIORITY DESIGNATIONS
SECTION 9305 COMPLIANCE REQUIREMENTS
SECTION 9306 ADMINISTRATION <\/td>\n<\/tr>\n
1757<\/td>\nSECTION 9307 OCCUPANT AND TENANT ADVISORY
SECTION 9308 HISTORICAL BULDINGS
SECTION 9309 ENGINEERING ANALYSIS <\/td>\n<\/tr>\n
1758<\/td>\nSECTION 9310 INFORMATION REQUIRED ON PLANS
SECTION 9311 VIOLATION\/PENALTY
SECTION 9312 SEVERABILITY <\/td>\n<\/tr>\n
1759<\/td>\nCHAPTER 94 VOLUNTARY EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS
SECTION 9401 PURPOSE
SECTION 9402 SCOPE
SECTION 9403 DEFINITIONS
SECTION 9404 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1760<\/td>\nSECTION 9405 PRE-DESIGN INVESTIGATION
SECTION 9406 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
1763<\/td>\nSECTION 9407 HISTORICAL BUILDINGS
SECTION 9408 QUALITY CONTROL
SECTION 9409 INFORMATION REQUIRED ON PLANS
TABLE 94-A ALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
1765<\/td>\nCHAPTER 95 MANDATORY EARTHQUAKE HAZARD REDUCTION IN EXISTING NON-DUCTILE CONCRETE BUILDINGS
SECTION 9501 PURPOSE
SECTION 9502 SCOPE
SECTION 9503 DEFINITIONS
SECTION 9504 COMPLIANCE REQUIREMENTS <\/td>\n<\/tr>\n
1766<\/td>\nSECTION 9505 ADMINISTRATION
SECTION 9506 OCCUPANT AND TENANT ADVISORY <\/td>\n<\/tr>\n
1767<\/td>\nSECTION 9507 HISTORICAL BUILDINGS
SECTION 9508 ENGINEERING ANALYSIS
SECTION 9509 INFORMATION REQUIRED ON PLANS
SECTION 9510 VIOLATION\/PENALTY
SECTION 9511 SEVERABILITY <\/td>\n<\/tr>\n
1769<\/td>\nCHAPTER 96 VOLUNTARY EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION 9601 PURPOSE
SECTION 9602 SCOPE
SECTION 9603 DEFINITIONS
SECTION 9604 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
1771<\/td>\nSECTION 9605 MATERIALS OF CONSTRUCTION
SECTION 9606 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
1773<\/td>\nCHAPTER 97 EXISTING BUILDINGS ENERGY AND WATER EFFICIENCY PROGRAM
SECTION 9701 TITLE
SECTION 9702 PURPOSE
SECTION 9703 SCOPE
SECTION 9704 DEFINITIONS <\/td>\n<\/tr>\n
1774<\/td>\nSECTION 9705 BENCHMARKING AND SELF REPORTING OF ENERGY AND WATER CONSUMPTION INFORMATION <\/td>\n<\/tr>\n
1775<\/td>\nSECTION 9706 ENERGY AND WATER AUDITS AND RETRO-COMMISSIONING <\/td>\n<\/tr>\n
1777<\/td>\nSECTION 9707 RECORD MAINTENANCE
SECTION 9708 SCHEDULE FOR COMPLIANCE
TABLE 9708.2 <\/td>\n<\/tr>\n
1778<\/td>\nSECTION 9709 NONCOMPLIANCE FEE
SECTION 9710 SUBMITTAL FEES
SECTION 9711 BUILDING AND SAFETY DEVELOPMENT SURCHARGE
SECTION 9712 SEVERABILITY <\/td>\n<\/tr>\n
1779<\/td>\nEXCERPTS FROM RELATED LOS ANGELES CITY CODES LOS ANGELES MUNICIPAL CODE
SECTION 28.10 BALLOON-USE FOR ADVERTISING
SECTION 28.11 CAPTIVE BALLOONS AND SIMILAR DEVICES <\/td>\n<\/tr>\n
1781<\/td>\nDIVISION A \u2014 MISCELLANEOUS
SECTION 96.02 EXCAVATING, DEPOSITING, DUMPING \u2013 EARTH,SAND, GRAVEL, ETC. \u2013 WHERE PROHIBITED
SECTION 96.05 DECLARING CERTAIN AREA SUBJECT TO INUNDATION AND PROHIBITING CONSTRUCTION OF CERTAIN BUILDINGS THEREIN
CHAPTER IX, ARTICLE 6
DIVISION A \u2014 MISCELLANEOUS
SECTION 96.02 EXCAVATING, DEPOSITING, DUMPING \u2013 EARTH,SAND, GRAVEL, ETC. \u2013 WHERE PROHIBITED
SECTION 96.05 DECLARING CERTAIN AREA SUBJECT TO INUNDATION AND PROHIBITING CONSTRUCTION OF CERTAIN BUILDINGS THEREIN <\/td>\n<\/tr>\n
1783<\/td>\nDIVISION C \u2014 FABRICATOR APPROVALS
SECTION 96.200 STATEMENT OF PURPOSE
SECTION 96.201 DEFINITIONS
SECTION 96.203 SCOPE AND EFFECT OF APPROVALS
SECTION 96.204 ISSUANCE OF APPROVALS \u2013 PROCEDURES
DIVISION C \u2014 FABRICATOR APPROVALS
SECTION 96.200 STATEMENT OF PURPOSE
SECTION 96.201 DEFINITIONS
SECTION 96.203 SCOPE AND EFFECT OF APPROVALS
SECTION 96.204 ISSUANCE OF APPROVALS \u2013 PROCEDURES <\/td>\n<\/tr>\n
1785<\/td>\nSECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS
SECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS <\/td>\n<\/tr>\n
1787<\/td>\nDIVISION D \u2014 REPORT OF RESIDENTIAL PROPERTY RECORDS AND PENDING AND RECORDED LIENS
SECTION 96.300 INTENT
SECTION 96.301 DEFINITIONS
SECTION 96.302 REPORTS REQUIRED
SECTION 96.303 APPLICATION
DIVISION D \u2014 REPORT OF RESIDENTIAL PROPERTY RECORDS AND PENDING AND RECORDED LIENS
SECTION 96.300 INTENT
SECTION 96.301 DEFINITIONS
SECTION 96.302 REPORTS REQUIRED
SECTION 96.303 APPLICATION <\/td>\n<\/tr>\n
1788<\/td>\nSECTION 96.304 CONTENTS OF REPORTS
SECTION 96.304 CONTENTS OF REPORTS <\/td>\n<\/tr>\n
1789<\/td>\nSECTION 96.305 FEE FOR REPORTS
SECTION 96.306 EFFECTIVE PERIOD OF REPORT
SECTION 96.307 DELIVERY OF THE REPORT
SECTION 96.308 EXCEPTIONS
SECTION 96.305 FEE FOR REPORTS
SECTION 96.306 EFFECTIVE PERIOD OF REPORT
SECTION 96.307 DELIVERY OF THE REPORT
SECTION 96.308 EXCEPTIONS <\/td>\n<\/tr>\n
1790<\/td>\nSECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION
SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION
SECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION
SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION <\/td>\n<\/tr>\n
1791<\/td>\nCHAPTER IX, ARTICLE 8 GENERAL ADMINISTRATIVE PROVISIONS
SECTION 98.0103 DEFINITIONS
SECTION 98.0105 INSPECTIONS <\/td>\n<\/tr>\n
1792<\/td>\nSECTION 98.0109 EXPRESS PERMITS <\/td>\n<\/tr>\n
1793<\/td>\nDIVISION 4 \u2013 APPEALS AND REQUEST FOR SLIGHT MODIFICATION APPEAL FEES \u2013 AVAILABILITY OF RECORDS FOR INSPECTION \u2013 BOARD RELATED SERVICES \u2013 INVESTIGATION \u2013POWERS OF DEPARTMENT AND BOARD AND PENALTIES
SECTION 98.0402 CODE ENFORCEMENT COSTS INCURRED: INVESTIGATION COSTS, FEES AND FINES
SECTION 98.0403.1 POWERS OF THE DEPARTMENT AND THE BOARD <\/td>\n<\/tr>\n
1796<\/td>\nSECTION 98.0403.2 PROCEDURES FOR APPEALS TO THE DEPARTMENT AND TO THE BOARD
SECTION 98.0404 EXTRA TERRITORIAL INSPECTIONS <\/td>\n<\/tr>\n
1797<\/td>\nSECTION 98.0405 CHARGES FOR PRINTED MATERIALS AND MISCELLANEOUS TYPE SERVICES
SECTION 98.0406 INSPECTION FEES FOR OFF HOURS INSPECTION
SECTION 98.0407 SPECIAL ENFORCEMENT PROCEDURE FEES
SECTION 98.0408 ISSUANCE OF CITATIONS BY DESIGNATED EMPLOYEES
TABLE NO. 4-A FILING FEES* FOR APPEALS
TABLE NO. 4-B FILING FEES* FOR APPEALS GRADING AND SOIL REQUIREMENTS
TABLE NO. 4-C CHARGES FOR PRINTED MATERIALS <\/td>\n<\/tr>\n
1798<\/td>\nSECTION 98.0410 SURCHARGE FOR ONE-STOP PERMIT CENTER
SECTION 98.0411 NONCOMPLIANCE FEES <\/td>\n<\/tr>\n
1799<\/td>\nSECTION 98.0412 INSPECTION FEES
SECTION 98.0414 CERTIFICATION FEES
TABLE NO. 4D NONCOMPLIANCE INSPECTION FEES
SECTION 98.0415 CLERICAL, ISSUING OR RESEARCH FEES AND MISCELLANEOUS FEES <\/td>\n<\/tr>\n
1800<\/td>\nSECTION 98.0416 BUILDING AND SAFETY SYSTEMS DEVELOPMENT SURCHARGE
SECTION 98.0417 PROCESSING FEES FOR MISCELLANEOUS CERTIFICATES OF COMPLIANCE
SECTION 98.0418 SURCHARGE FOR DEVELOPMENT OF AUTOMATED SYSTEMS FOR THE DEPARTMENT OF CITY PLANNING
SECTION 98.0420 REFUNDS OF DEPARTMENT FEES
SECTION 98.0421 CODE VIOLATION INSPECTION FEE <\/td>\n<\/tr>\n
1801<\/td>\nSECTION 98.0422 FEES FOR OFF HOURS PLAN CHECK AND OTHER SERVICES <\/td>\n<\/tr>\n
1803<\/td>\nDIVISION 5 \u2014 TESTING PROCEDURES, REGULATIONS AND ADMINISTRATION
SECTION 98.0501 PRODUCT APPROVAL, ALTERNATE MATERIALS, SYSTEMS, DEVICES AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
1804<\/td>\nSECTION 98.0502 APPLIANCES, FIXTURES AND EQUIPMENT
TABLE NO. 5-AFEE SCHEDULE <\/td>\n<\/tr>\n
1806<\/td>\n1. MECHANICAL TESTING LABORATORY FEES <\/td>\n<\/tr>\n
1807<\/td>\n2. ELECTRICAL TESTING LABORATORY FEES <\/td>\n<\/tr>\n
1809<\/td>\nSECTION 98.0503 TESTING AGENCIES <\/td>\n<\/tr>\n
1810<\/td>\nSECTION 98.0504 ENVIRONMENTAL REPORTS <\/td>\n<\/tr>\n
1811<\/td>\nDIVISION 6 \u2014 EXPIRATION AND REVOCATION OF PERMITS, PLAN CHECK AND SLIGHT MODIFICATIONS AND ALTERNATIVES
SECTION 98.0601 PURPOSE
SECTION 98.0602 EXPIRATION OF PERMITS <\/td>\n<\/tr>\n
1812<\/td>\nSECTION 98.0603 EXPIRATION OF PLAN CHECK
SECTION 98.0604 EXPIRATION OF SLIGHT MODIFICATIONS AND ALTERNATIVES
SECTION 98.0605 TIME LIMITS OF REQUESTS FOR EXTENSION <\/td>\n<\/tr>\n
1813<\/td>\nDIVISION 7 \u2014 ABATEMENT OF VACANT BUILDINGS
SECTION 98.0701 DECLARATION OF PURPOSE
SECTION 98.0702 DEFINITIONS
SECTION 98.0703 ENFORCEMENT AUTHORITY
SECTION 98.0704 ENFORCEMENT REMEDIES
SECTION 98.0705 STRICT LIABILITY OFFENSES
SECTION 98.0706 DUTY TO CLEAN, FENCE AND BARRICADE
SECTION 98.0707 ADMINISTRATIVE ABATEMENT PROCEDURES FOR VACANT AND UNSECURED STRUCTURES <\/td>\n<\/tr>\n
1814<\/td>\nSECTION 98.0708 STANDARDS FOR FENCING AND BARRICADING A VACANT STRUCTURE
SECTION 98.0709 ENTRY OR INTERFERENCE WITH NOTICE PROHIBITED
SECTION 98.0710 CONTINUOUS ABATEMENT AUTHORITY
SECTION 98.0711 ABATEMENT COST
SECTION 98.0712 CONTINUOUS PUBLIC NUISANCES
SECTION 98.0713 DUTY TO FILE A STATEMENT OF INTENT <\/td>\n<\/tr>\n
1815<\/td>\nSECTION 98.0714 POSTING NAME OF RESPONSIBLE PERSON
SECTION 98.0715 REINSPECTION FEE
SECTION 98.0716 VACANT STRUCTURE PENALTY
SECTION 98.0717 PROCEDURES FOR BARRICADED AND VACANT STRUCTURE PENALTY <\/td>\n<\/tr>\n
1816<\/td>\nSECTION 98.0718 APPEAL OF BARRICADED AND VACANT STRUCTURE PENALTY
SECTION 98.0719 ADMINISTRATIVE ENFORCEMENT HEARING
SECTION 98.0720 FAILURE TO PAY PENALTIES
SECTION 98.0721 ALLOCATION OF VACANT BUILDING PENALTY <\/td>\n<\/tr>\n
1817<\/td>\nCHAPTER XI, ARTICLE 1 NOISE REGULATION
SECTION 111.00 DECLARATION OF POLICY
SECTION 111.01 DEFINITIONS
SECTION 111.02 SOUND LEVEL MEASUREMENT PROCEDURE AND CRITERIA <\/td>\n<\/tr>\n
1818<\/td>\nSECTION 111.03 MINIMUM AMBIENT NOISE LEVEL
SECTION 111.04 VIOLATIONS: ADDITIONAL REMEDIES, INJUNCTIONS
TABLE I OCTAVE BAND NOISE VALUES CORRESPONDING TO SOUND LEVEL\u201dA\u201d VALUES
TABLE II SOUND LEVEL\u201dA\u201d DECIBELS (In this chart, daytime levels are to be used from 7:00 a.m. to 10:00 p.m. and nighttime levels from 10:00 p.m. to 7:00 a.m.) <\/td>\n<\/tr>\n
1819<\/td>\nSECTION 111.05 ENFORCEMENT, CITATIONS <\/td>\n<\/tr>\n
1820<\/td>\nCHAPTER XI, ARTICLE 2 SPECIAL NOISE SOURCES
SECTION 112.01 RADIOS, TELEVISION SETS,AND SIMILAR DEVICES
SECTION 112.02 AIR CONDITIONING, REFRIGERATION,HEATING, PUMPING, FILTERING EQUIPMENT
SECTION 112.03 CONSTRUCTION NOISE
SECTION 112.04 POWERED EQUIPMENT INTENDED FOR REPETITIVE USE IN RESIDENTIAL AREAS AND OTHER MACHINERY, EQUIPMENT, AND DEVICES
SECTION 112.05 MAXIMUM NOISE LEVEL OF POWERED EQUIPMENT OR POWERED HAND TOOLS <\/td>\n<\/tr>\n
1821<\/td>\nSECTION 112.06 PLACES OF PUBLIC ENTERTAINMENT <\/td>\n<\/tr>\n
1822<\/td>\nCHAPTER XI, ARTICLE 6 GENERAL NOISE
SECTION 116.01 LOUD, UNNECESSARY AND UNUSUAL NOISE <\/td>\n<\/tr>\n
1823<\/td>\nSECTION 19.100 DEFINITIONS
SECTION 19.101 ILLEGAL SIGNS \u2013 NUISANCE
SECTION 19.102 ENTRY UPON VACANT PRIVATE PROPERTY
SECTION 19.103 INTERFERENCE PROHIBITED
SECTION 19.104 NOTICE OF ILLEGAL SIGNS
SECTION 19.105 REMOVAL OF ILLEGAL SIGN
SECTION 19.106 COLLECTION OF COSTS <\/td>\n<\/tr>\n
1825<\/td>\nINDEX <\/td>\n<\/tr>\n
1867<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
1869<\/td>\nCODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
1870<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

City 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":440948,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-440938","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\/440938","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\/440948"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=440938"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=440938"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=440938"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}