{"id":112993,"date":"2024-10-18T16:41:29","date_gmt":"2024-10-18T16:41:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-lacountyy-buildingcode-vol1and2-2014\/"},"modified":"2024-10-24T22:06:46","modified_gmt":"2024-10-24T22:06:46","slug":"ca-lacountyy-buildingcode-vol1and2-2014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-lacountyy-buildingcode-vol1and2-2014\/","title":{"rendered":"CA LACountyy BuildingCode Vol1and2 2014"},"content":{"rendered":"

This package includes the 2014 Los Angeles County amendment pages and the 2013 California Building Code (Title 24, Part 2, Volumes 1 & 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2014 COUNTY OF LOAS ANGELES BUILDING CODE VOLUME 1 <\/td>\n<\/tr>\n
2<\/td>\n2014 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 1 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2013 CBC AND 2012 IBC\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
ACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
5<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
6<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
8<\/td>\nCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DISTRICT OFFICES <\/td>\n<\/tr>\n
9<\/td>\nCITY OFFICES <\/td>\n<\/tr>\n
10<\/td>\nMARGINAL MARKINGS <\/td>\n<\/tr>\n
12<\/td>\nEFFECTIVE USE OF THE IBC\/CBC <\/td>\n<\/tr>\n
22<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
24<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
26<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
42<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 ADMINISTRATION <\/td>\n<\/tr>\n
43<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 1 \u2013 ADMINISTRATION\u2014continued <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION 100 ADOPTION BY REFERENCE
SECTION 101 TITLE, PURPOSE AND INTENT <\/td>\n<\/tr>\n
45<\/td>\nSECTION 102 UNSAFE BUILDINGS <\/td>\n<\/tr>\n
47<\/td>\nSECTION 103 VIOLATIONS AND PENALTIES
SECTION 104 ORGANIZATION AND ENFORCEMENT <\/td>\n<\/tr>\n
49<\/td>\nSECTION 105 APPEALS BOARDS <\/td>\n<\/tr>\n
50<\/td>\nSECTION 106 PERMITS <\/td>\n<\/tr>\n
54<\/td>\nSECTION 107 FEES <\/td>\n<\/tr>\n
59<\/td>\nSECTION 108 INSPECTIONS <\/td>\n<\/tr>\n
61<\/td>\nSECTION 109 USE AND OCCUPANCY
SECTION 110 PROHIBITED USES OF BUILDING SITES <\/td>\n<\/tr>\n
64<\/td>\nSECTION 111 ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORTS <\/td>\n<\/tr>\n
65<\/td>\nSECTION 112 EARTHQUAKE FAULT MAPS
SECTION 113 EARTHQUAKE FAULTS <\/td>\n<\/tr>\n
66<\/td>\nSECTIONS 114 THROUGH 118 ARE HEREBY RESERVED
SECTION 119 APPLICATION OF STATE AGENCIES
SECTION 1.2 BUILDING STANDARDS COMMISSION <\/td>\n<\/tr>\n
67<\/td>\nSECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS
SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS
SECTION 1.5 RESERVED <\/td>\n<\/tr>\n
68<\/td>\nSECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE
SECTION 1.7 CALIFORNIA DEPARTMENT OF PUBLIC HEALTH
SECTION 1.8 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS <\/td>\n<\/tr>\n
69<\/td>\nSECTION 1.8.3 LOCAL ENFORCING AGENCY <\/td>\n<\/tr>\n
70<\/td>\nSECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS <\/td>\n<\/tr>\n
71<\/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
72<\/td>\nSECTION 1.8.8 APPEALS BOARD
SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES <\/td>\n<\/tr>\n
73<\/td>\nSECTION 1.8.10 OTHER BUILDING REGULATIONS
SECTION 1.9 DIVISION OF THE STATE ARCHITECT <\/td>\n<\/tr>\n
75<\/td>\nSECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT <\/td>\n<\/tr>\n
77<\/td>\nSECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL <\/td>\n<\/tr>\n
81<\/td>\nSECTION 1.12 STATE LIBRARIAN
SECTION 1.13 RESERVED
SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION <\/td>\n<\/tr>\n
82<\/td>\nTABLE 1-A BUILDING PERMIT FEES*1,2,3
TABLE 1-B GRADING PERMIT FEES
TABLE 1-C GRADING PLAN CHECK FEES <\/td>\n<\/tr>\n
83<\/td>\nTABLE 1-D LANDSCAPE PERMIT FEES UP TO ONE ACRE
TABLE 1-E LANDSCAPE PLAN CHECK FEES UP TO ONE ACRE
TABLE 1-F CODE ENFORCEMENT FEES <\/td>\n<\/tr>\n
84<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n
85<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
86<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
87<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
88<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
89<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
90<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
91<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
92<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
93<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
138<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 USE AND OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
139<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 USE AND OCCUPANCY CLASSIFICATION\u2014continued <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
141<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
142<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
144<\/td>\n[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
145<\/td>\n[F] TABLE 307.1(1)\u2014(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
146<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
147<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
148<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
150<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
151<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U
SECTION 313 LABORATORIES GROUP L [SFM] <\/td>\n<\/tr>\n
152<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY <\/td>\n<\/tr>\n
153<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY\u2014continued <\/td>\n<\/tr>\n
154<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY\u2014continued <\/td>\n<\/tr>\n
155<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY\u2014continued <\/td>\n<\/tr>\n
156<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY\u2014continued <\/td>\n<\/tr>\n
158<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
162<\/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
163<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
165<\/td>\nSECTION 404 ATRIUMS
SECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
167<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
168<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
171<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
174<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
179<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
180<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
182<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
184<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
185<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
186<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
187<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd,e,f <\/td>\n<\/tr>\n
188<\/td>\n[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
189<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
191<\/td>\n[F] TABLE 415.5.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
194<\/td>\n[F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
199<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
200<\/td>\nSECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
201<\/td>\nSECTION 420 GROUPS R-1, R-2, R-2.1, R-3, R3.1 and R-4 <\/td>\n<\/tr>\n
204<\/td>\nSECTION 421 HYDROGEN CUTOFF ROOMS
SECTION 422 AMBULATORY CARE FACILITIES <\/td>\n<\/tr>\n
205<\/td>\nSECTION 423 STORM SHELTERS
SECTION 424 CHILDREN\u2019S PLAY STRUCTURES
SECTION 425 SPECIAL PROVISIONS FOR LICENSED 24-HOUR CARE FACILITIES IN A GROUP R-2.1, R-3.1, R-4 [SFM] <\/td>\n<\/tr>\n
208<\/td>\nSECTION 426 GROUP I-4 [SFM] <\/td>\n<\/tr>\n
209<\/td>\nSECTION 427 RESERVED
SECTION 428 RESERVED
SECTION 429 RESERVED
SECTION 430 HORSE RACING STABLES [SFM]
SECTION 431 PET KENNELS [SFM]
SECTION 432 COMBUSTION ENGINES AND GAS TURBINES [SFM] <\/td>\n<\/tr>\n
210<\/td>\nSECTION 433 FIXED GUIDEWAY TRANSIT SYSTEMS [SFM] <\/td>\n<\/tr>\n
213<\/td>\nSECTION 434 EXPLOSIVES [SFM] <\/td>\n<\/tr>\n
216<\/td>\nSECTION 435 RESERVED
SECTION 436 WINERY CAVES [SFM] <\/td>\n<\/tr>\n
217<\/td>\nSECTION 437 RESERVED
SECTION 438 RESERVED
SECTION 439 PUBLIC LIBRARIES [SL AND SFM] <\/td>\n<\/tr>\n
218<\/td>\nSECTION 440 GROUP C [SFM] <\/td>\n<\/tr>\n
220<\/td>\nSECTION 441 RESERVED
SECTION 442 SCHOOL FACILITIES FOR KINDERGARTEN THROUGH 12TH GRADE AND GROUP E DAY CARE <\/td>\n<\/tr>\n
221<\/td>\nSECTION 443 GROUP L [SFM] <\/td>\n<\/tr>\n
224<\/td>\nTABLE 443.7.3.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE
SECTION 444 RESERVED
SECTION 445 LARGE FAMILY DAY-CARE HOMES [SFM] <\/td>\n<\/tr>\n
226<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 5 \u2013 GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
228<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
229<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa, b Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of \u201cArea, building,\u201d\u009d per story <\/td>\n<\/tr>\n
230<\/td>\nTABLE 503\u2014continued ALLOWABLE BUILDING HEIGHTS AND AREASa, b
FIGURE 5-1 <\/td>\n<\/tr>\n
231<\/td>\nSECTION 504 BUILDING HEIGHT
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
232<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2
EQUATION 5-3 <\/td>\n<\/tr>\n
234<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
235<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
236<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
237<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
238<\/td>\nTABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
242<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 6 \u2013 TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
244<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
245<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES <\/td>\n<\/tr>\n
246<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
248<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 7 \u2013 FIRE AND SMOKE PROTECTION FEATURES <\/td>\n<\/tr>\n
250<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
251<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
253<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR
EQUATION 7-1 <\/td>\n<\/tr>\n
255<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
256<\/td>\nEQUATION 7-2 <\/td>\n<\/tr>\n
257<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
258<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
259<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
260<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
261<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
262<\/td>\nSECTION 709 SMOKE BARRIERS
SECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
263<\/td>\nSECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
264<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
265<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
267<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
270<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
271<\/td>\nSECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
273<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
274<\/td>\nTABLE 716.5\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
276<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
277<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
282<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
284<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
285<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
286<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
287<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
288<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
289<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
290<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
291<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
292<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
293<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
294<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
295<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
296<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
297<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
298<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
299<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
300<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
301<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
302<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
303<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEM <\/td>\n<\/tr>\n
304<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
305<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
306<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
307<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
308<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
309<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
310<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 <\/td>\n<\/tr>\n
311<\/td>\nTABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
EQUATION 7-4 <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
313<\/td>\nTABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS <\/td>\n<\/tr>\n
314<\/td>\nEQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
316<\/td>\nTABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb <\/td>\n<\/tr>\n
317<\/td>\nTABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
318<\/td>\nEQUATION 7-6
TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
319<\/td>\nEQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
EQUATION 7-8
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS <\/td>\n<\/tr>\n
320<\/td>\nTABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
EQUATION 7-9
TABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS <\/td>\n<\/tr>\n
321<\/td>\nTABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
322<\/td>\nEQUATION 7-12
EQUATION 7-13
FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS <\/td>\n<\/tr>\n
323<\/td>\nFIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM
EQUATION 7-14
FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n
324<\/td>\nFIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
325<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
326<\/td>\nTABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
327<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
328<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
329<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
330<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
331<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
332<\/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
333<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMALWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n
334<\/td>\nEQUATION 7-15
EQUATION 7-16 <\/td>\n<\/tr>\n
335<\/td>\nFIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
336<\/td>\nEQUATION 7-18
TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21 <\/td>\n<\/tr>\n
337<\/td>\nTABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 722.6.3(1) LOAD FIGURE
FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
340<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 7A \u2013 MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE <\/td>\n<\/tr>\n
342<\/td>\nCHAPTER 7A [SFM] MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
SECTION 701A SCOPE, PURPOSE AND APPLICATION <\/td>\n<\/tr>\n
343<\/td>\nSECTION 702A DEFINITIONS <\/td>\n<\/tr>\n
344<\/td>\nSECTION 703A STANDARDS OF QUALITY
SECTION 704A IGNITION-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
345<\/td>\nSECTION 705A ROOFING
SECTION 706A VENTS
SECTION 707A EXTERIOR COVERING <\/td>\n<\/tr>\n
347<\/td>\nSECTION 708A EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
348<\/td>\nSECTION 709A DECKING
SECTION 710A ACCESSORY STRUCTURES <\/td>\n<\/tr>\n
350<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 8 \u2013 INTERIOR FINISHES <\/td>\n<\/tr>\n
352<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
354<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
355<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
356<\/td>\nSECTION 806 DECORATIVE MATERIALS AND TRIM
SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
358<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS <\/td>\n<\/tr>\n
359<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
360<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
361<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
362<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
363<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
364<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 FIRE PROTECTION SYSTEMS\u2014continued <\/td>\n<\/tr>\n
366<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
369<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
371<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
375<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
377<\/td>\nSECTION 905 STANDPIPE SYSTEMS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE CALIFORNIA FIRE CODE <\/td>\n<\/tr>\n
380<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS <\/td>\n<\/tr>\n
381<\/td>\n[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
396<\/td>\n[F] TABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
398<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
399<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
401<\/td>\nEQUATION 9-1
EQUATION 9-2
EQUATION 9-3 <\/td>\n<\/tr>\n
408<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
409<\/td>\nEQUATION 9-4
[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
410<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
411<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
412<\/td>\nSECTION 913 FIRE PUMPS
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
414<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS <\/td>\n<\/tr>\n
415<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
416<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
417<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 MEANS OF EGRESS\u2014continued <\/td>\n<\/tr>\n
418<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
420<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
421<\/td>\nTABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
422<\/td>\nSECTION 1006 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
423<\/td>\nSECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
426<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
427<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
433<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
439<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
440<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
441<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
443<\/td>\nSECTION 1014 EXIT ACCESS
TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL <\/td>\n<\/tr>\n
444<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
445<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
446<\/td>\nSECTION 1017 AISLES
SECTION 1018 CORRIDORS <\/td>\n<\/tr>\n
447<\/td>\nTABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1018.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
448<\/td>\nSECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS <\/td>\n<\/tr>\n
449<\/td>\nTABLE 1021.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
450<\/td>\nTABLE 1021.2(1) (IFC [B] TABLE 1021.2(1)) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2, R-3 AND R-4 OCCUPANCIES
TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
451<\/td>\nSECTION 1023 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
452<\/td>\nSECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
453<\/td>\nSECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
454<\/td>\nSECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
455<\/td>\nSECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
456<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
457<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
459<\/td>\nTABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
461<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
464<\/td>\nCHAPTER 11 RESERVED <\/td>\n<\/tr>\n
466<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 11A \u2013 HOUSING ACCESSIBILITY <\/td>\n<\/tr>\n
468<\/td>\nCHAPTER 11A HOUSING ACCESSIBILITY
DIVISION I \u2013 APPLICATION, GENERAL PROVISIONS, AND DEFINITIONS
SECTION 1101A APPLICATION
SECTION 1102A BUILDING ACCESSIBILITY <\/td>\n<\/tr>\n
469<\/td>\nSECTION 1103A DESIGN AND CONSTRUCTION
SECTION 1104A COVERED MULTIFAMILY DWELLINGS <\/td>\n<\/tr>\n
470<\/td>\nSECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES
SECTION 1106A SITE AND BUILDING CHARACTERISTICS
SECTION 1107A DEFINITIONS <\/td>\n<\/tr>\n
471<\/td>\nDIVISION II \u2013 EXTERIOR FACILITIES
SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL
SECTION 1109A PARKING FACILITIES <\/td>\n<\/tr>\n
473<\/td>\nSECTION 1110A EXTERIOR ROUTES OF TRAVEL <\/td>\n<\/tr>\n
474<\/td>\nSECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES
SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
475<\/td>\nSECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
476<\/td>\nSECTION 1115A EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
477<\/td>\nSECTION 1116A HAZARDS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
478<\/td>\nDIVISION III \u2013 BUILDING FEATURES
SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY
SECTION 1118A EGRESS AND AREAS OF REFUGE
SECTION 1119A INTERIOR ROUTES OF TRAVEL
SECTION 1120A INTERIOR ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
479<\/td>\nSECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
480<\/td>\nSECTION 1123A INTERIOR STAIRWAYS <\/td>\n<\/tr>\n
481<\/td>\nSECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS <\/td>\n<\/tr>\n
483<\/td>\nSECTION 1125A HAZARDS ON ACCESSIBLE ROUTES
SECTION 1126A DOORS <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1127A COMMON USE FACILITIES <\/td>\n<\/tr>\n
493<\/td>\nDIVISION IV \u2013 DWELLING UNIT FEATURES
SECTION 1128A COVERED DWELLING UNITS
SECTION 1129A RESERVED
SECTION 1130A ACCESSIBLE ROUTE WITHIN COVERED MULTIFAMILY DWELLING UNITS
SECTION 1131A CHANGES IN LEVEL ON ACCESSIBLE ROUTES
SECTION 1132A DOORS <\/td>\n<\/tr>\n
495<\/td>\nSECTION 1133A KITCHENS <\/td>\n<\/tr>\n
496<\/td>\nSECTION 1134A BATHING AND TOILET FACILITIES <\/td>\n<\/tr>\n
499<\/td>\nSECTION 1135A LAUNDRY ROOMS
SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS <\/td>\n<\/tr>\n
500<\/td>\nDIVISION V \u2013 FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS
SECTION 1137A OTHER FEATURES AND FACILITIES
SECTION 1138A SPACE ALLOWANCES AND REACH RANGES <\/td>\n<\/tr>\n
502<\/td>\nSECTION 1139A ACCESSIBLE DRINKING FOUNTAINS <\/td>\n<\/tr>\n
503<\/td>\nSECTION 1140A ACCESSIBLE TELEPHONES
SECTION 1141A ACCESSIBLE SWIMMING POOLS <\/td>\n<\/tr>\n
504<\/td>\nSECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS
SECTION 1143A SIGNAGE <\/td>\n<\/tr>\n
505<\/td>\nTABLE 1143A.5 VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
506<\/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
507<\/td>\nDIVISION VI \u2013 SITE IMPRACTICALITY TESTS
SECTION 1150A SITE IMPRACTICALITY TESTS
TEST NO. 1\u2014INDIVIDUAL BUILDING TEST
TEST NO. 2\u2014SITE ANALYSIS TEST <\/td>\n<\/tr>\n
508<\/td>\nTEST NO. 3\u2014UNUSUAL CHARACTERISTICS TEST <\/td>\n<\/tr>\n
509<\/td>\nDIVISION VII \u2013 FIGURES
FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL <\/td>\n<\/tr>\n
510<\/td>\nFIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING OBSTRUCTION <\/td>\n<\/tr>\n
511<\/td>\nFIGURE 11A-1C WIDTH OF ACCESSIBLE ROUTE AT TURNS <\/td>\n<\/tr>\n
512<\/td>\nFIGURE 11A-1D WHEELCHAIR TURNING SPACE
FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 11A-1F CHANGE IN LEVEL <\/td>\n<\/tr>\n
514<\/td>\nFIGURE 11A-1G MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
515<\/td>\nFIGURE 11A-1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES <\/td>\n<\/tr>\n
516<\/td>\nFIGURE 11A-1I FORWARD REACH <\/td>\n<\/tr>\n
517<\/td>\nFIGURE 11A-1J SIDE REACH <\/td>\n<\/tr>\n
518<\/td>\nFIGURE 11A-1K <\/td>\n<\/tr>\n
519<\/td>\nFIGURE 11A-1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE <\/td>\n<\/tr>\n
520<\/td>\nFIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS <\/td>\n<\/tr>\n
521<\/td>\nFIGURE 11A-2C DIAGONAL PARKING STALLS <\/td>\n<\/tr>\n
522<\/td>\nFIGURE 11A-3A CURB DETAILS <\/td>\n<\/tr>\n
523<\/td>\nFIGURE 11A-3B CURB DETAIL <\/td>\n<\/tr>\n
524<\/td>\nFIGURE 11A-3C CURB DETAIL <\/td>\n<\/tr>\n
525<\/td>\nFIGURE 11A-3D CURB DETAIL <\/td>\n<\/tr>\n
526<\/td>\nFIGURE 11A-3E CURB DETAIL <\/td>\n<\/tr>\n
527<\/td>\nFIGURE 11A-3F CURB DETAIL – SIDDEWALK LESS THAN 60\u201d\u00b3 WIDE
FIGURE 11A-3G CURB DETAIL <\/td>\n<\/tr>\n
528<\/td>\nFIGURE 11A-3H CURB DETAIL
FIGURE 11A-3I CURB DETAIL <\/td>\n<\/tr>\n
529<\/td>\nFIGURE 11A-3J CURB DETAIL
FIGURE 11A-3K CURB DETAIL <\/td>\n<\/tr>\n
530<\/td>\nFIGURE 11A-3L CURB SECTIONS <\/td>\n<\/tr>\n
531<\/td>\nFIGURE 11A-5A RAMPS AND SIDEWALKS <\/td>\n<\/tr>\n
532<\/td>\nFIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS <\/td>\n<\/tr>\n
533<\/td>\nFIGURE 11A-6B STAIR HANDRAILS <\/td>\n<\/tr>\n
534<\/td>\nFIGURE 11A-6C RAMP DIMENSIONS <\/td>\n<\/tr>\n
535<\/td>\nFIGURE 11A-6D RAMP LANDING AND DOORWAY <\/td>\n<\/tr>\n
536<\/td>\nFIGURE 11A-6D RAMP LANDING AND DOORWAY <\/td>\n<\/tr>\n
537<\/td>\nFIGURE 11A-6E STAIR HANDRAILS <\/td>\n<\/tr>\n
538<\/td>\nFIGURE 11A-7A MINIMUM DIMENSIONS OF ELEVATOR CARS <\/td>\n<\/tr>\n
539<\/td>\nFIGURE 11A-7B ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
540<\/td>\nFIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES
FIGURE 11A-7D GRAPH OF TIMING EQUATION <\/td>\n<\/tr>\n
541<\/td>\nFIGURE 11A-8A FRONT APPROACHES\u2014SWINGING DOORS
FIGURE 11A-8B HINGE SIDE APPROACHES\u2014SWINGING DOORS <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 11A-8C LATCH SIDE APPROACH\u2014SWINGING DOORS
FIGURE 11A-8D FRONT APPROACH\u2014SLIDING DOORS AND FOLDING DOORS
FIGURE 11A-8E SLIDE SIDE APPROACH\u2014SLIDING DOORS AND FOLDING DOORS
FIGURE 11A-8F LATCH SIDE APPROACH\u2014SLIDING DOORS AND FOLDING DOORS <\/td>\n<\/tr>\n
543<\/td>\nFIGURE 11A-8G VESTIBULE <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 11A-8H VESTIBULE (SERVING OTHER THAN A REQUIRED EXIT STAIRWAY) <\/td>\n<\/tr>\n
545<\/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
546<\/td>\nFIGURE 11A-9A TOILET FACILITIES <\/td>\n<\/tr>\n
547<\/td>\nFIGURE 11A-9B WATER CLOSETS <\/td>\n<\/tr>\n
548<\/td>\nFIGURE 11A-9C GRAB BARS <\/td>\n<\/tr>\n
549<\/td>\nFIGURE 11A-9D KNEE AND TOE SPACE <\/td>\n<\/tr>\n
550<\/td>\nFIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS <\/td>\n<\/tr>\n
551<\/td>\nFIGURE 11A-9F GRAB BARS AT BATHTUBS <\/td>\n<\/tr>\n
552<\/td>\nFIGURE 11A-9G REINFORCEMENT FOR GRAB BARS <\/td>\n<\/tr>\n
553<\/td>\nFIGURE 11A-9H STANDARD ROLL-IN SHOWER <\/td>\n<\/tr>\n
554<\/td>\nFIGURE 1A-9I SHOWER SEATS AND GRAB BARS <\/td>\n<\/tr>\n
555<\/td>\nFIGURE 11A-9J OPEN SHOWER <\/td>\n<\/tr>\n
556<\/td>\nFIGURE 11A-9K ALTERNATE ROLL-IN SHOWER <\/td>\n<\/tr>\n
557<\/td>\nFIGURE 11A-9L SHOWER WITH WATER CLOSET
FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET <\/td>\n<\/tr>\n
558<\/td>\nFIGURE 11A-10A KITCHEN SPECIFICATIONS <\/td>\n<\/tr>\n
559<\/td>\nFIGURE 11A-11A DRINKING FOUNTAINS <\/td>\n<\/tr>\n
560<\/td>\nFIGURE 11A-11B MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES <\/td>\n<\/tr>\n
561<\/td>\nFIGURE 11A-1E INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS <\/td>\n<\/tr>\n
562<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 11B \u2013 ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING <\/td>\n<\/tr>\n
564<\/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
566<\/td>\n11B-107 SPECIAL CONDITIONS APPEALS ACTION
11B-108 MAINTENANCE OF ACCESSIBLE FEATURES <\/td>\n<\/tr>\n
567<\/td>\nDIVISION 2: SCOPING REQUIREMENTS
11B-201 APPLICATION
11B-202 EXISTING BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n
569<\/td>\n11B-203 GENERAL EXCEPTIONS <\/td>\n<\/tr>\n
570<\/td>\n11B-204 PROTRUDING OBJECTS
11B-205 OPERABLE PARTS
11B-206 ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
574<\/td>\n11B-207 ACCESSIBLE MEANS OF EGRESS
11B-208 PARKING SPACES <\/td>\n<\/tr>\n
575<\/td>\nTABLE 11B-208.2 PARKING SPACES <\/td>\n<\/tr>\n
576<\/td>\n11B-209 PASSENGER LOADING ZONES AND BUS STOPS
11B-210 STAIRWAYS
11B-211 DRINKING FOUNTAINS <\/td>\n<\/tr>\n
577<\/td>\n11B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS
11B-213 TOILET FACILITIES AND BATHING FACILITIES
\n <\/td>\n<\/tr>\n
578<\/td>\n11B-214 WASHING MACHINES AND CLOTHES DRYERS
11B-215 FIRE ALARM SYSTEMS
11B-216 SIGNS <\/td>\n<\/tr>\n
580<\/td>\n11B-217 TELEPHONES
TABLE 11B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
581<\/td>\n11B-218 TRANSPORTATION FACILITIES
11B-219 ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
582<\/td>\n11B-220 AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES
11B-221 ASSEMBLY AREAS
TABLE 11B-221.2.1.1 NUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREAS <\/td>\n<\/tr>\n
584<\/td>\n11B-222 DRESSING, FITTING AND LOCKER ROOMS
11B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES <\/td>\n<\/tr>\n
585<\/td>\n11B-224 TRANSIENT LODGING GUEST ROOMS <\/td>\n<\/tr>\n
586<\/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
587<\/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
588<\/td>\n11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES AND FUEL DISPENSERS
11B-229 WINDOWS
11B-230 TWO-WAY COMMUNICATION SYSTEMS
11B-231 JUDICIAL FACILITIES
11B-232 DETENTION FACILITIES AND CORRECTIONAL FACILITIES <\/td>\n<\/tr>\n
589<\/td>\n11B-233 RESIDENTIAL FACILITIES <\/td>\n<\/tr>\n
591<\/td>\n11B-234 AMUSEMENT RIDES
11B-235 RECREATIONAL BOATING FACILITIES
TABLE 11B-235.2 BOAT SLIPS <\/td>\n<\/tr>\n
592<\/td>\n11B-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
593<\/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
11B-244 RELIGIOUS FACILITIES <\/td>\n<\/tr>\n
594<\/td>\n11B-245 COMMERCIAL FACILITIES LOCATED IN PRIVATE RESIDENCES
11B-246 OUTDOOR DEVELOPED AREAS
11B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE <\/td>\n<\/tr>\n
595<\/td>\nDIVISION 3: BUILDING BLOCKS
11B-301 GENERAL
11B-302 FLOOR OR GROUND SURFACES
FIGURE 11B-302.2 CARPET PILE HEIGHT
FIGURE 11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES
11B-303 CHANGES IN LEVEL
FIGURE 11B-303.2 VERTICAL CHANGE IN LEVEL
FIGURE 11B-303.3 BEVELED CHANGE IN LEVEL <\/td>\n<\/tr>\n
596<\/td>\n11B-304 TURNING SPACE
FIGURE 11B-304.3.2 T-SHAPED TURNING SPACE
11B-305 CLEAR FLOOR OR GROUND SPACE
FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE
FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE <\/td>\n<\/tr>\n
597<\/td>\nFIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH
FIGURE 11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH
11B-306 KNEE AND TOE CLEARANCE
FIGURE 11B-306.2 TOE CLEARANCE <\/td>\n<\/tr>\n
598<\/td>\nFIGURE 11B-306.3 KNEE CLEARANCE
11B-307 PROTRUDING OBJECTS
FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS
FIGURE 11B-307.3 POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n
599<\/td>\nFIGURE 11B-307.4 VERTICAL CLEARANCE
11B-308 REACH RANGES
FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH
FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH <\/td>\n<\/tr>\n
600<\/td>\nFIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH
FIGURE 11B-308.3.2 OBSTRUCTED HIGH SIDE REACH
11B-309 OPERABLE PARTS <\/td>\n<\/tr>\n
601<\/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
602<\/td>\nFIGURE 11B-403.5.2 CLEAR WIDTH AT TURN
11B-404 DOORS, DOORWAYS, AND GATES <\/td>\n<\/tr>\n
603<\/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
604<\/td>\nFIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES <\/td>\n<\/tr>\n
605<\/td>\nFIGURE 11B-404.2.4.1\u2014continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES <\/td>\n<\/tr>\n
606<\/td>\nTABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS
FIGURE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS <\/td>\n<\/tr>\n
607<\/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
609<\/td>\n11B-405 RAMPS <\/td>\n<\/tr>\n
610<\/td>\nFIGURE 11B-405.7 RAMP LANDINGS
FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION
11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS <\/td>\n<\/tr>\n
611<\/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
612<\/td>\nFIGURE 11B-406.5.7 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS
FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS
FIGURE 11B-406.6 ISLANDS IN CROSSINGS
11B-407 ELEVATORS <\/td>\n<\/tr>\n
613<\/td>\nFIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS <\/td>\n<\/tr>\n
614<\/td>\nFIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCE
FIGURE 11B-407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES <\/td>\n<\/tr>\n
615<\/td>\nTABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
616<\/td>\nFIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS <\/td>\n<\/tr>\n
617<\/td>\nTABLE 11B-407.4.7.1.3 ELEVATOR CONTROL BUTTON IDENTIFICATION <\/td>\n<\/tr>\n
618<\/td>\n11B-408 LIMITED-USE\/LIMITED-APPLICATION ELEVATORS <\/td>\n<\/tr>\n
619<\/td>\nFIGURE 11B-408.4.1 LIMITED-USE\/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS
11B-409 PRIVATE RESIDENCE ELEVATORS
FIGURE 11B-409.4.6.2 LOCATION OF PRIVATE RESIDENCE ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
620<\/td>\n11B-410 PLATFORM LIFTS
FIGURE 11B-410.6 PLATFORM LIFT DOORS AND GATES <\/td>\n<\/tr>\n
621<\/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
622<\/td>\nFIGURE 11B-502.3 PARKING SPACE ACCESS AISLE <\/td>\n<\/tr>\n
623<\/td>\nFIGURE 11B-502.3.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION <\/td>\n<\/tr>\n
624<\/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
625<\/td>\n11B-504 STAIRWAYS
FIGURE 11B-504.5 STAIR NOSINGS
11B-505 HANDRAILS <\/td>\n<\/tr>\n
626<\/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
627<\/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
628<\/td>\nDIVISION 6: PLUMBING ELEMENTS AND FACILITIES
11B-601 GENERAL
11B-602 DRINKING FOUNTAINS
FIGURE 11B-602.5 DRINKING FOUNTAIN SPOUT LOCATION
11B-603 TOILET AND BATHING ROOMS <\/td>\n<\/tr>\n
629<\/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
630<\/td>\nFIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS
FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS <\/td>\n<\/tr>\n
631<\/td>\nFIGURE 11B-604.7 DISPENSER OUTLET LOCATION
FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE-OPENING DOOR <\/td>\n<\/tr>\n
632<\/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
11B-604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT <\/td>\n<\/tr>\n
633<\/td>\nFIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE
TABLE 11B-604.9 SUGGESTED DIMENSIONS FOR CHILDREN\u2019S USE <\/td>\n<\/tr>\n
634<\/td>\n11B-605 URINALS
FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS
11B-606 LAVATORIES AND SINKS
11B-607 BATHTUBS <\/td>\n<\/tr>\n
635<\/td>\nFIGURE 11B-607.2 CLEARANCE FOR BATHTUBS <\/td>\n<\/tr>\n
636<\/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
FIGURE 11B-607.5 BATHTUB CONTROL LOCATION <\/td>\n<\/tr>\n
637<\/td>\n11B-608 SHOWER COMPARTMENTS
FIGURE 11B-608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
FIGURE 11B-608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER <\/td>\n<\/tr>\n
638<\/td>\nFIGURE 11B-608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS
FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION
FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION <\/td>\n<\/tr>\n
639<\/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
640<\/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
641<\/td>\nFIGURE 11B-611.4 HEIGHT OF LAUNDRY COMPARTMENT OPENING
11B-612 SAUNAS AND STEAM ROOMS <\/td>\n<\/tr>\n
642<\/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
643<\/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
644<\/td>\nFIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS
TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
645<\/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
646<\/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-703.7.2.5 CLEANER AIR SYMBOL <\/td>\n<\/tr>\n
647<\/td>\n11B-704 TELEPHONES
FIGURE 11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE
FIGURE 11B-704.2.1.2 FORWARD APPROACH TO TELEPHONE
11B-705 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE <\/td>\n<\/tr>\n
648<\/td>\nFIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES <\/td>\n<\/tr>\n
649<\/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
650<\/td>\nFIGURE 11B-707.6.2 NUMERIC KEY LAYOUT <\/td>\n<\/tr>\n
651<\/td>\n11B-708 TWO-WAY COMMUNICATION SYSTEMS <\/td>\n<\/tr>\n
652<\/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
653<\/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 AND KITCHENETTES <\/td>\n<\/tr>\n
654<\/td>\nFIGURE 11B-804.2.1 PASS THROUGH KITCHENS
FIGURE 11B-804.2.2 U-SHAPED KITCHENS <\/td>\n<\/tr>\n
655<\/td>\n11B-805 MEDICAL CARE AND LONG-TERM FACILITIES <\/td>\n<\/tr>\n
656<\/td>\n11B-806 TRANSIENT LODGING GUEST ROOMS
11B-807 HOLDING CELLS AND HOUSING CELLS <\/td>\n<\/tr>\n
657<\/td>\n11B-808 COURTROOMS
11B-809 RESIDENTIAL DWELLING UNITS <\/td>\n<\/tr>\n
658<\/td>\n11B-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
659<\/td>\nFIGURE 11B-810.10 (EXCEPTION) TRACK CROSSINGS
11B-811 STORAGE <\/td>\n<\/tr>\n
660<\/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 <\/td>\n<\/tr>\n
661<\/td>\nFIGURE 11B-904.3.2 CHECK-OUT AISLE COUNTERS
FIGURE 11B-904.4 (EXCEPTION) ALTERATION OF SALES AND SERVICE COUNTERS <\/td>\n<\/tr>\n
662<\/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
663<\/td>\n11B-1003 RECREATIONAL BOATING FACILITIES <\/td>\n<\/tr>\n
664<\/td>\nFIGURE 11B-1003.3.1 BOAT SLIP CLEARANCE
FIGURE 11B-1003.3.1 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS
FIGURE 11B-1003.3.1 (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS <\/td>\n<\/tr>\n
665<\/td>\nFIGURE 11B-1003.3.2 BOARDING PIER CLEARANCE
FIGURE 11B-1003.3.2 (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS
FIGURE 11B-1003.3.2 (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS <\/td>\n<\/tr>\n
666<\/td>\n11B-1004 EXERCISE MACHINES AND EQUIPMENT
11B-1005 FISHING PIERS AND PLATFORMS
FIGURE 11B-1005.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS
11B-1006 GOLF FACILITIES <\/td>\n<\/tr>\n
667<\/td>\n11B-1007 MINIATURE GOLF FACILITIES
FIGURE 11B-1007.3.2 GOLF CLUB REACH RANGE AREA
11B-1008 PLAY AREAS <\/td>\n<\/tr>\n
669<\/td>\nFIGURE 11B-1008.3.1 TRANSFER PLATFORMS
FIGURE 11B-1008.3.2 TRANSFER STEPS
11B-1009 SWIMMING POOLS, WADING POOLS, AND SPAS <\/td>\n<\/tr>\n
670<\/td>\nFIGURE 11B-1009.2.2 POOL LIFT SEAT LOCATION
FIGURE 11B-1009.2.3 CLEAR DECK SPACE AT POOL LIFTS
FIGURE 11B-1009.2.4 POOL LIFT SEAT HEIGHT
FIGURE 11B-1009.2.8 POOL LIFT SUBMERGED DEPTH <\/td>\n<\/tr>\n
671<\/td>\nFIGURE 11B-1009.3.2 SLOPED ENTRY SUBMERGED DEPTH
FIGURE 11B-1009.3.3 HANDRAILS FOR SLOPED ENTRY
FIGURE 11B-1009.4.1 CLEAR DECK SPACE AT TRANSFER WALLS
FIGURE 11B-1009.4.2 TRANSFER WALL HEIGHT <\/td>\n<\/tr>\n
672<\/td>\nFIGURE 11B-1009.4.3 DEPTH AND LENGTH OF TRANSFER WALLS
FIGURE 11B-1009.4.5 GRAB BARS FOR TRANSFER WALLS
FIGURE 11B-1009.5.1 SIZE OF TRANSFER PLATFORM
FIGURE 11B-1009.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM <\/td>\n<\/tr>\n
673<\/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
674<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 12 \u2013 INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n
676<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
678<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
679<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
680<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
681<\/td>\nSECTION 1211 [HCD 1 & HCD 2] GARAGE DOOR SPRINGS
SECTION 1212 [HCD 1] POLLUTANT CONTROL
SECTION 1213 RESERVED
SECTION 1214 RESERVED
SECTION 1215 RESERVED
SECTION 1216 RESERVED
SECTION 1217 RESERVED
SECTION 1218 RESERVED <\/td>\n<\/tr>\n
682<\/td>\nSECTION 1219 RESERVED
SECTION 1220 RESERVED
SECTION 1221 RESERVED
SECTION 1222 RESERVED
SECTION 1223 RESERVED
SECTION 1224 [OSHPD 1] HOSPITALS <\/td>\n<\/tr>\n
685<\/td>\nTABLE 1224.4.6.1 STATION OUTLETS FOR OXYGEN, VACUUM (SUCTION), AND MEDICAL AIR1, 6 <\/td>\n<\/tr>\n
686<\/td>\nTABLE 1224.4.6.5 [OSHPD 1, 2, 3 & 4] LOCATION OF NURSE CALL DEVICES KEY: \u00b7 Required <\/td>\n<\/tr>\n
688<\/td>\nTABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
690<\/td>\nTABLE 1224.5 SOUND TRANSMISSION LIMITATIONS IN ACUTE CARE GENERAL HOSPITALS <\/td>\n<\/tr>\n
713<\/td>\nSECTION 1225 [OSHPD 2] SKILLED NURSING AND INTERMEDIATE-CARE FACILITIES <\/td>\n<\/tr>\n
721<\/td>\nSECTION 1226 [OSHPD 3] CLINICS <\/td>\n<\/tr>\n
731<\/td>\nSECTION 1227 [OSHPD 4] CORRECTIONAL TREATMENT CENTERS <\/td>\n<\/tr>\n
736<\/td>\nSECTION 1228 RESERVED
SECTION 1229 RESERVED
SECTION 1230 [BSCC] MINIMUM STANDARDS FOR JUVENILE FACILITIES <\/td>\n<\/tr>\n
738<\/td>\nTABLE 1230A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES <\/td>\n<\/tr>\n
740<\/td>\nSECTION 1231 [BSCC] LOCAL DETENTION <\/td>\n<\/tr>\n
742<\/td>\nTABLE 1231A REQUIRED SPACES AND EQUIPMENT IN JUVENILE FACILITIES <\/td>\n<\/tr>\n
746<\/td>\nSECTION 1232 RESERVED
SECTION 1233 RESERVED
SECTION 1234 RESERVED
SECTION 1235 [DPH] SANITARY CONTROL OF SHELLFISH (PLANTS AND OPERATIONS) <\/td>\n<\/tr>\n
747<\/td>\nSECTION 1236 [DPH] LABORATORY ANIMAL QUARTERS
SECTION 1237 [DPH] WILD ANIMAL QUARANTINE FACILITIES
SECTION 1238 RESERVED <\/td>\n<\/tr>\n
748<\/td>\nSECTION 1239 RESERVED
SECTION 1240 [AGR] MEAT AND POULTRY PROCESSING PLANTS <\/td>\n<\/tr>\n
749<\/td>\nTABLE 1240.15.1
SECTION 1241 [AGR] COLLECTION CENTERS AND FACILITIES
SECTION 1242 [AGR] RENDERERS <\/td>\n<\/tr>\n
750<\/td>\nSECTION 1243 [AGR] HORSEMEAT AND PET FOOD ESTABLISHMENTS
SECTION 1244 RESERVED
SECTION 1245 RESERVED
SECTION 1246 RESERVED
SECTION 1247 RESERVED
SECTION 1248 RESERVED
SECTION 1249 RESERVED
SECTION 1250 [CA] PHARMACIES <\/td>\n<\/tr>\n
751<\/td>\nSECTION 1251 [CA] VETERINARY FACILITIES
SECTION 1252 [CA] BARBER COLLEGES AND SHOPS <\/td>\n<\/tr>\n
752<\/td>\nSECTION 1253 [CA] SCHOOLS OF COSMETOLOGY, COSMETOLOGICAL ESTABLISHMENTS AND SATELLITE CLASSROOMS
SECTION 1254 [CA] ACUPUNCTURE OFFICES <\/td>\n<\/tr>\n
754<\/td>\nCHAPTER 13 ENERGY EFFICIENCY <\/td>\n<\/tr>\n
756<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 14 \u2013 EXTERIOR WALLS <\/td>\n<\/tr>\n
758<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
759<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
760<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
761<\/td>\nTABLE 1405.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
765<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n
766<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
767<\/td>\nTABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n
768<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
769<\/td>\nSECTION 1410 [DSA-SS & DSA-SS\/CC, OSHPD 1, 2 & 4] ADDITIONAL REQUIREMENTS FOR ANCHORED AND ADHERED VENEER <\/td>\n<\/tr>\n
772<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 15 \u2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
774<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
775<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
776<\/td>\nTABLE 1505.1a MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
777<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a <\/td>\n<\/tr>\n
778<\/td>\nTABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
779<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
780<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
781<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
783<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
784<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
785<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
786<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
787<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
788<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
791<\/td>\nSECTION 1510 REROOFING
SECTION 1511 SOLAR PHOTOVOLTAIC PANELS\/MODULES
SECTION 1512 [DSA-SS & DSA-SS\/CC, OSHPD 1, 2 & 4] SEISMIC ANCHORAGE OF SLATE SHINGLE, CLAY AND CONCRETE TILE ROOF COVERINGS <\/td>\n<\/tr>\n
794<\/td>\nINDEX <\/td>\n<\/tr>\n
834<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
836<\/td>\nNEW TOOLS HELP YOU MASTER THE NEW CALIFORNIA CODES <\/td>\n<\/tr>\n
838<\/td>\n2014 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 <\/td>\n<\/tr>\n
839<\/td>\n2014 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2013 CBC AND 2012 IBC\u00ae TITLE PAGE <\/td>\n<\/tr>\n
840<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
841<\/td>\nPREFACE
ACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
842<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
843<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
845<\/td>\nCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
DISTRICT OFFICES <\/td>\n<\/tr>\n
846<\/td>\nCITY OFFICES <\/td>\n<\/tr>\n
847<\/td>\nMARGINAL MARKINGS <\/td>\n<\/tr>\n
849<\/td>\nEFFECTIVE USE OF THE IBC\/CBC <\/td>\n<\/tr>\n
859<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
861<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
863<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
879<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
881<\/td>\nCHAPTER 16: STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
882<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
883<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
885<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
886<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
887<\/td>\nEQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
888<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCETRATED LIVE LOADS <\/td>\n<\/tr>\n
889<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
891<\/td>\nEQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
892<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
893<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
894<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS FOR THE UNITED STATES <\/td>\n<\/tr>\n
895<\/td>\nFIGURE 1608.2-CONTINUED GROUND SNOW LOADS FOR THE UNITED STATES <\/td>\n<\/tr>\n
896<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
897<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
898<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
899<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS FOR RIS CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
900<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
901<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
902<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
903<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
904<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, C <\/td>\n<\/tr>\n
905<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, C <\/td>\n<\/tr>\n
906<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, C
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
907<\/td>\nSECTION 1611 RAIN LOADS
EQUATION 16-36
TABLE 1610.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
908<\/td>\nFIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
909<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
910<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
911<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
912<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
913<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
914<\/td>\nSECTION 1613 EARTHQUAKE LOADS
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a <\/td>\n<\/tr>\n
915<\/td>\nEQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F v a
TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
916<\/td>\nFIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
917<\/td>\nFIGURE 1613.3.1(1)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
918<\/td>\nFIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
919<\/td>\nFIGURE 1613.3.1(2)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
920<\/td>\nFIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
921<\/td>\nFIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
922<\/td>\nFIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
923<\/td>\nFIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5%OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
928<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
930<\/td>\nFIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
931<\/td>\nEQUATION 16-41
EQUATION 16-42
SECTION 1616 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
937<\/td>\nTABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
939<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
941<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
942<\/td>\nSECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
943<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
944<\/td>\nTABLE 1604A.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
945<\/td>\nTABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1,3,4 <\/td>\n<\/tr>\n
946<\/td>\nTABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
947<\/td>\nSECTION 1605A LOAD COMBINATIONS
EQUATION 16A-1
EQUATION 16A-2
EQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 16A-7 <\/td>\n<\/tr>\n
948<\/td>\nEQUATION 16A-8
EQUATION 16A-9
EQUATION 16A-10
EQUATION 16A-11
EQUATION 16A-12
EQUATION 16A-13
EQUATION 16A-14
EQUATION 16A-15
EQUATION 16A-16
EQUATION 16A-17
EQUATION 16A-18
EQUATION 16A-19
EQUATION 16A-20 <\/td>\n<\/tr>\n
949<\/td>\nEQUATION 16A-21
EQUATION 16A-22
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS <\/td>\n<\/tr>\n
951<\/td>\nTABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
952<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS
EQUATION 16A-22 <\/td>\n<\/tr>\n
953<\/td>\nTABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR, K
EQUATION 16A-24
EQUATION 16A-25 <\/td>\n<\/tr>\n
954<\/td>\nEQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28
EQUATION 16A-29
EQUATION 16A-30
EQUATION 16A-31
EQUATION 16A-32 <\/td>\n<\/tr>\n
955<\/td>\nSECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS <\/td>\n<\/tr>\n
956<\/td>\nFIGURE 1608.A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
957<\/td>\nFIGURE 1608.A.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
958<\/td>\nTABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n
959<\/td>\nEQUATION 16A-33
TABLE 1609A.3.1 WIND SPEED CONVERSIONSa, b, c <\/td>\n<\/tr>\n
960<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
961<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
962<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
963<\/td>\nEQUATION 16A-34 <\/td>\n<\/tr>\n
964<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
965<\/td>\nTABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
966<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
967<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
968<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610A SOIL LATERAL LOADS
SECTION 1611A RAIN LOADS
EQUATION 16A-36 <\/td>\n<\/tr>\n
969<\/td>\nTABLE 1610A.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
970<\/td>\nFIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
971<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
972<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
973<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
974<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
975<\/td>\nSECTION 1612A FLOOD LOADS <\/td>\n<\/tr>\n
976<\/td>\nSECTION 1613A EARTHQUAKE LOADS
EQUATION 16A-37
EQUATION 16A-38 <\/td>\n<\/tr>\n
977<\/td>\nEQUATION 16A-39
EQUATION 16A-40
TABLE 1613A.3.3(1) VALUES OF SITE COEFFICIENT Fa a
TABLE 1613A.3.3(2) VALUES OF SITE COEFFICIENT FV a <\/td>\n<\/tr>\n
978<\/td>\nTABLE 1613A.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS
TABLE 1613A.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
SECTION 1614A ATMOSPHERIC ICE LOADS
SECTION 1615A STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
979<\/td>\nEQUATION 16A-41
FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
980<\/td>\nEQUATION 16A-42
SECTION 1616A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
981<\/td>\nEQUATION 12.12-1 <\/td>\n<\/tr>\n
987<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
989<\/td>\nCHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
990<\/td>\nSECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
992<\/td>\nSECTION 1705 REQUIRED VERIFICATION AND INSPECTION
TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL <\/td>\n<\/tr>\n
993<\/td>\nTABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
995<\/td>\nTABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
996<\/td>\nTABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1000<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD
SECTION 1709 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
1001<\/td>\nSECTION 1710 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1002<\/td>\nSECTION 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
1003<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17A \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
1005<\/td>\nCHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL
SECTION 1702A DEFINITIONS <\/td>\n<\/tr>\n
1006<\/td>\nSECTION 1703A APPROVALS <\/td>\n<\/tr>\n
1007<\/td>\nSECTION 1704A SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
1008<\/td>\nSECTION 1705A REQUIRED VERIFICATION AND INSPECTION <\/td>\n<\/tr>\n
1009<\/td>\nTABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
1011<\/td>\nTABLE 1705A.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
1013<\/td>\nTABLE 1705A.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
1014<\/td>\nTABLE 1705A.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1019<\/td>\nSECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE
SECTION 1708A TEST SAFE LOAD
SECTION 1709A IN-SITU LOAD TESTS
SECTION 1710A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1020<\/td>\nSECTION 1711A MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
1023<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1025<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1028<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1029<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1030<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
1031<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
1032<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
1033<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
1034<\/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
1035<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c <\/td>\n<\/tr>\n
1036<\/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
1037<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
1039<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u201d\u00b2C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
1040<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS
FIGURE 1809.3 STEPPED FOOTING <\/td>\n<\/tr>\n
1041<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
1042<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1044<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1046<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
1048<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
1049<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
1055<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1057<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A DEFINITIONS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1060<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1061<\/td>\nSECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1063<\/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
1064<\/td>\nEQUATION 18A-1
EQUATION 18A-2
EQUATION 18A-3 <\/td>\n<\/tr>\n
1065<\/td>\nSECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
1066<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
1067<\/td>\nTABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u201d\u00b2C OF CONCRETE OR GROUT
TABLE 1808A.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
1068<\/td>\nSECTION 1809A SHALLOW FOUNDATIONS
SECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1071<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1073<\/td>\nEQUATION 18A-4 <\/td>\n<\/tr>\n
1075<\/td>\nEQUATION 18A-6
EQUATION 18A-7
EQUATION 18A-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
1076<\/td>\nEQUATION 18A-11 <\/td>\n<\/tr>\n
1081<\/td>\nSECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS <\/td>\n<\/tr>\n
1083<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
1084<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE \u2014 continued <\/td>\n<\/tr>\n
1085<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
1086<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1087<\/td>\nTABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1090<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1 <\/td>\n<\/tr>\n
1091<\/td>\nTABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1909 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
1092<\/td>\nSECTION 1910 SHOTCRETE <\/td>\n<\/tr>\n
1093<\/td>\nSECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
1094<\/td>\nSECTION 1913 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
1099<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
1101<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1102<\/td>\nSECTION 1904A DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
1103<\/td>\nTABLE 1904A.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904A.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1104<\/td>\nSECTION 1905A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1107<\/td>\nSECTION 1906A STRUCTURAL PLAIN CONCRETE
SECTION 1907A MINIMUM SLAB PROVISIONS
SECTION 1908A ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19A-1
SECTION 1909A ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
1108<\/td>\nTABLE 1908A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1910A SHOTCRETE <\/td>\n<\/tr>\n
1109<\/td>\nSECTION 1911A REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
1110<\/td>\nSECTION 1912A CONCRETE-FILLED PIPE COLUMNS
SECTION 1913A CONCRETE, REINFORCEMENT AND ANCHOR TESTING <\/td>\n<\/tr>\n
1112<\/td>\nSECTION 1914A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
1113<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
1115<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION <\/td>\n<\/tr>\n
1117<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
1119<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1121<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
1122<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
1123<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
1124<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
1125<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2 <\/td>\n<\/tr>\n
1126<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
1127<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
1128<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
1129<\/td>\nSECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
1130<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1132<\/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 <\/td>\n<\/tr>\n
1133<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1134<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
1136<\/td>\nTABLE 2114.11.1 MINIMUM THICKNESS OF MASONRY WALLS1, 2 [DSA-SS\/CC] <\/td>\n<\/tr>\n
1139<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
1141<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL <\/td>\n<\/tr>\n
1142<\/td>\nSECTION 2102A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1143<\/td>\nSECTION 2103A MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
1144<\/td>\nTABLE 2103A.11 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
1147<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
1148<\/td>\nTABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
1149<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
1150<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
EQUATION 21A-1 <\/td>\n<\/tr>\n
1151<\/td>\nTABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS
SECTION 2108A STRENGTH DESIGN OF MASONRY
SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA.
SECTION 2110A GLASS UNIT MASONRY
SECTION 2111A MASONRY FIREPLACES <\/td>\n<\/tr>\n
1153<\/td>\nFIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS
SECTION 2112A MASONRY HEATERS <\/td>\n<\/tr>\n
1154<\/td>\nSECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1157<\/td>\nTABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1158<\/td>\nFIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS
SECTION 2114A NONBEARING WALLS
SECTION 2115A MASONRY SCREEN WALLS <\/td>\n<\/tr>\n
1161<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
1163<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
1164<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
1165<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1166<\/td>\nSECTION 2212 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
1169<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
1171<\/td>\nCHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS <\/td>\n<\/tr>\n
1172<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
1173<\/td>\nSECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS <\/td>\n<\/tr>\n
1174<\/td>\nSECTION 2208A STEEL CABLE STRUCTURES
SECTION 2209A STEEL STORAGE RACKS <\/td>\n<\/tr>\n
1175<\/td>\nSECTION 2210A COLD-FORMED STEEL
SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2212A [DSA-SS]LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES <\/td>\n<\/tr>\n
1176<\/td>\nEQUATION 22A-1
SECTION 2213A TESTING AND FIELD VERIFICATION <\/td>\n<\/tr>\n
1177<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
1179<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
1180<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
1184<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
1185<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
1186<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
1187<\/td>\nTABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
TABLE 2304.7(4 )ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a <\/td>\n<\/tr>\n
1188<\/td>\nTABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS <\/td>\n<\/tr>\n
1190<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
1191<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1192<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1195<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
1196<\/td>\nEQUATION 23-1
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
EQUATION 23-2 <\/td>\n<\/tr>\n
1197<\/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
1198<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
1201<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf <\/td>\n<\/tr>\n
1202<\/td>\nTABLE 2306.2(1)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf <\/td>\n<\/tr>\n
1203<\/td>\nTABLE 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, <\/td>\n<\/tr>\n
1204<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1205<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
1206<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1209<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
1210<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
1211<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
1212<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
1213<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
1215<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
1217<\/td>\nTABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
1218<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
1219<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
1220<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1221<\/td>\nTABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1222<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1223<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
1224<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1225<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1226<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1227<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1228<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1229<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1230<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1231<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1232<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1233<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1234<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1235<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1236<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1237<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1238<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1239<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1240<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
1242<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1243<\/td>\nTABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1244<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
1245<\/td>\nFIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
1246<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E <\/td>\n<\/tr>\n
1247<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK <\/td>\n<\/tr>\n
1248<\/td>\nFIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING <\/td>\n<\/tr>\n
1249<\/td>\nFIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
1251<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
1253<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS <\/td>\n<\/tr>\n
1254<\/td>\nSECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ONGLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8 <\/td>\n<\/tr>\n
1255<\/td>\nEQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
1256<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15 <\/td>\n<\/tr>\n
1257<\/td>\nSECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
1258<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
1259<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
1260<\/td>\nSECTION 2410 [DSA-SS, DSA-SS\/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING <\/td>\n<\/tr>\n
1263<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD AND PLASTER <\/td>\n<\/tr>\n
1265<\/td>\nCHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
1266<\/td>\nSECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
1267<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
1268<\/td>\nSECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
1269<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
1270<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
1271<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
1273<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
1276<\/td>\nFIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
1277<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
1278<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1279<\/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
1280<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
1281<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER
SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
1283<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
1285<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
1287<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
1289<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
1291<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
1292<\/td>\nTABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
1293<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
1295<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1297<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
1298<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1299<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1300<\/td>\nSECTION 3006 MACHINE ROOMS <\/td>\n<\/tr>\n
1301<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
1302<\/td>\nFIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1305<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31\u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
1307<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1308<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
1309<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
1310<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
1314<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR PHOTOVOLTAIC PANELS\/MODULES <\/td>\n<\/tr>\n
1317<\/td>\nCHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE <\/td>\n<\/tr>\n
1319<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC SWIMMING POOLS <\/td>\n<\/tr>\n
1321<\/td>\nCHAPTER 31B [DPH] PUBLIC POOLS
DIVISION I\u2014GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
1322<\/td>\nPLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS
SECTION 3103B PLAN REVIEW <\/td>\n<\/tr>\n
1323<\/td>\nSECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
POOL STRUCTURE
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS <\/td>\n<\/tr>\n
1324<\/td>\nSECTION 3107 BALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
SECTION 3108B POOL CONSTRUCTION
SECTION 3109B POOL GEOMETRY <\/td>\n<\/tr>\n
1325<\/td>\nSECTION 3110B PERMANENT MARKINGS
SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS <\/td>\n<\/tr>\n
1326<\/td>\nSECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING <\/td>\n<\/tr>\n
1327<\/td>\nANCILLARY FACILITIES
SECTION 3116B BATHHOUSE, DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS
SECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE <\/td>\n<\/tr>\n
1328<\/td>\nSECTION 3120B REQUIRED SIGNS <\/td>\n<\/tr>\n
1329<\/td>\nSECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
RECIRCULATION SYSTEM COMPONENTS
SECTION 3123B GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1330<\/td>\nSECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS <\/td>\n<\/tr>\n
1331<\/td>\nSECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS <\/td>\n<\/tr>\n
1332<\/td>\nSECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS <\/td>\n<\/tr>\n
1333<\/td>\nSECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS <\/td>\n<\/tr>\n
1334<\/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
1335<\/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
1336<\/td>\nFIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS
TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH = 6 -0
TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6 -0 <\/td>\n<\/tr>\n
1337<\/td>\nSECTION 3139B SOLAR HEATING INSTALLATIONS
SECTION 3140B CLEANING SYSTEMS
SECTION 3141B WASTEWATER DISPOSAL
SECTION 3142B RESERVED
SECTION 3143B RESERVED
SECTION 3144B RESERVED
SECTION 3145B RESERVED
SECTION 3146B RESERVED
SECTION 3147B RESERVED
SECTION 3148B RESERVED
SECTION 3149B RESERVED
SECTION 3150B RESERVED
SECTION 3151B RESERVED
SECTION 3152B RESERVED
SECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED <\/td>\n<\/tr>\n
1338<\/td>\nSECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II \u2013 PUBLIC SWIMMING POOLS
SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS
SECTION 3161B WADING POOLS <\/td>\n<\/tr>\n
1339<\/td>\nSECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
1342<\/td>\nFIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
1343<\/td>\nFIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS <\/td>\n<\/tr>\n
1344<\/td>\nTABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS <\/td>\n<\/tr>\n
1345<\/td>\nTABLE 31B-7 <\/td>\n<\/tr>\n
1347<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
1349<\/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
1351<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
1353<\/td>\nCHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
1355<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
1357<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS <\/td>\n<\/tr>\n
1359<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION 1
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
1360<\/td>\nDIVISION 2
SECTION 3102F AUDIT AND INSPECTION <\/td>\n<\/tr>\n
1362<\/td>\nTABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1 <\/td>\n<\/tr>\n
1363<\/td>\nTABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTIONS [2.2] <\/td>\n<\/tr>\n
1366<\/td>\nTABLE 31F-2-4 ASSESSMENT RATINGS <\/td>\n<\/tr>\n
1367<\/td>\nTABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] <\/td>\n<\/tr>\n
1369<\/td>\nTABLE 31F-2-7A
TABLE 31F-2-7B <\/td>\n<\/tr>\n
1370<\/td>\nTABLE 31F-2-7C <\/td>\n<\/tr>\n
1371<\/td>\nTABLE 31F-2-8 <\/td>\n<\/tr>\n
1372<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
1373<\/td>\nTABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
1374<\/td>\nDIVISION 3
SECTION 3103F STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS <\/td>\n<\/tr>\n
1375<\/td>\nFIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing) <\/td>\n<\/tr>\n
1376<\/td>\nFIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping) <\/td>\n<\/tr>\n
1377<\/td>\nTABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing)
TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME,475 YEAR RETURN PERIOD (5% Critical Damping)
TABLE 31F-3-5 VALUES OF Fa
TABLE 31F-3-6 VALUES OF FV <\/td>\n<\/tr>\n
1378<\/td>\nTABLE 31F-3-7 [3.1] VALUES OF BS AND B1 <\/td>\n<\/tr>\n
1381<\/td>\nFIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12]
FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13]) <\/td>\n<\/tr>\n
1382<\/td>\nTABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft\/sec)IN THE SAN FRANCISCO BAY AREA [AFTER 3.24] <\/td>\n<\/tr>\n
1384<\/td>\nTABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
TABLE 31F-3-10 SITE CONDITIONS
TABLE 31F-3-11 BERTHING ANGLE <\/td>\n<\/tr>\n
1385<\/td>\nTABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]
TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] <\/td>\n<\/tr>\n
1386<\/td>\nTABLE 31F-3-14 SAFETY FACTORS FOR ROPES*
TABLE 31F-3-15 ALLOWABLE WORKING LOADS <\/td>\n<\/tr>\n
1389<\/td>\nDIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
TABLE 31F-4-1 MOT RISK CLASSIFICATION <\/td>\n<\/tr>\n
1390<\/td>\nFIGURE 31F-4-2\u2014SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES <\/td>\n<\/tr>\n
1391<\/td>\nFIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, ,AND EFFECTIVE DAMPING <\/td>\n<\/tr>\n
1392<\/td>\nFIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA
FIGURE 31F-4-5 EFFECTIVE STIFFNESS
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS <\/td>\n<\/tr>\n
1393<\/td>\nFIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS [4.3] <\/td>\n<\/tr>\n
1394<\/td>\nFIGURE 31F-4-8 P-D EFFECT <\/td>\n<\/tr>\n
1396<\/td>\nDIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
1397<\/td>\nFIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
1398<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY <\/td>\n<\/tr>\n
1399<\/td>\nTABLE 31F-5-1 CONTACT LENGTH
TABLE 31F-5-2 COEFFICIENT OF FRICTION <\/td>\n<\/tr>\n
1401<\/td>\nDIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES <\/td>\n<\/tr>\n
1405<\/td>\nDIVISION 7
SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS <\/td>\n<\/tr>\n
1406<\/td>\nTABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE
TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS <\/td>\n<\/tr>\n
1407<\/td>\nTABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1]
FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] <\/td>\n<\/tr>\n
1408<\/td>\nFIGURE 31F-7-4 INFLUENCE OF PILE\/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH
TABLE 31F-7-4 SUBGRADE MODULUS K <\/td>\n<\/tr>\n
1409<\/td>\nFIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM <\/td>\n<\/tr>\n
1410<\/td>\nTABLE 31F-7-5 LIMITS OF STRAIN
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM <\/td>\n<\/tr>\n
1411<\/td>\nFIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS <\/td>\n<\/tr>\n
1412<\/td>\nFIGURE 31F-7-9 DEVELOPMENT LENGTH
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT
FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
FIGURE 31F-7-12 JOINT ROTATION <\/td>\n<\/tr>\n
1413<\/td>\nFIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
1415<\/td>\nTABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES
FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY
TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY
TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER <\/td>\n<\/tr>\n
1419<\/td>\nDIVISON 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <\/td>\n<\/tr>\n
1420<\/td>\nTABLE 31F-8-1 CARGO LIQUID HAZARD CLASS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
1421<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
1423<\/td>\nDIVISION 9
SECTION 3109F PIPING AND PIPELINES
TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
1426<\/td>\nDIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
1430<\/td>\nDIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
1433<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENT INTO PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
1435<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
1437<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
1439<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
1440<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1441<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
1442<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
1443<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
1444<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES\u2014continued <\/td>\n<\/tr>\n
1445<\/td>\nCHAPTER 34 EXISTING STRUCTUR
SECTION 3401 GENERAL <\/td>\n<\/tr>\n
1447<\/td>\nSECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS <\/td>\n<\/tr>\n
1449<\/td>\nSECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
1450<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
1451<\/td>\nSECTION 3406 FIRE ESCAPES
SECTION 3407 GLASS REPLACEMENT <\/td>\n<\/tr>\n
1452<\/td>\nSECTION 3408 CHANGE OF OCCUPANCY
SECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1454<\/td>\nTABLE 3411.8.5 RAMPS
SECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
1456<\/td>\nEQUATION 34-1
EQUATION 34-2
EQUATION 34-3
EQUATION 34-4 <\/td>\n<\/tr>\n
1457<\/td>\nTABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES <\/td>\n<\/tr>\n
1458<\/td>\nEQUATION 34-5
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
1459<\/td>\nTABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.11 MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
1460<\/td>\nTABLE 3412.6.12 DEAD-END VALUES
EQUATION 34-6
TABLE 3412.6.14 ELEVATOR CONTROL VALUES
TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
1461<\/td>\nTABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
3412.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
1462<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa <\/td>\n<\/tr>\n
1463<\/td>\nTABLE 3412.7 SUMMARY SHEET \u2014 BUILDING CODE <\/td>\n<\/tr>\n
1464<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa
SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM] <\/td>\n<\/tr>\n
1467<\/td>\nSECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM] <\/td>\n<\/tr>\n
1469<\/td>\nSECTION 3415 EXISTING GROUP I OCCUPANCIES
SECTION 3416 EXISTING GROUP L OCCUPANCIES <\/td>\n<\/tr>\n
1470<\/td>\nSECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS <\/td>\n<\/tr>\n
1471<\/td>\nTABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 <\/td>\n<\/tr>\n
1472<\/td>\nTABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE1 <\/td>\n<\/tr>\n
1473<\/td>\nTABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS \u201cSTATE-OWNED.\u201d\u009d
SECTION 3418 DEFINITIONS <\/td>\n<\/tr>\n
1474<\/td>\nSECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1476<\/td>\nSECTION 3420 METHOD A <\/td>\n<\/tr>\n
1477<\/td>\nSECTION 3421 METHOD B
SECTION 3422 PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
1478<\/td>\nSECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES <\/td>\n<\/tr>\n
1479<\/td>\nSECTION 3424 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES AND INTERMEDIATE CARE FACILITIES [OSHPD 2] <\/td>\n<\/tr>\n
1481<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
1483<\/td>\nCHAPTER 34A EXISTING STRUCTURES
SECTION 3401A GENERAL
SECTION 3402A DEFINITIONS <\/td>\n<\/tr>\n
1484<\/td>\nSECTION 3403A ADDITIONS
SECTION 3404A ALTERATIONS <\/td>\n<\/tr>\n
1485<\/td>\nSECTION 3405A REPAIRS <\/td>\n<\/tr>\n
1486<\/td>\nSECTION 3406A FIRE ESCAPES <\/td>\n<\/tr>\n
1487<\/td>\nSECTION 3407A GLASS REPLACEMENT
SECTION 3408A CHANGE OF OCCUPANCY
SECTION 3409A HISTORIC BUILDINGS
SECTION 3410A MOVED STRUCTURES
SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE <\/td>\n<\/tr>\n
1488<\/td>\nSECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES <\/td>\n<\/tr>\n
1489<\/td>\nSECTION 3413A MODIFICATIONS TO ASCE 41 <\/td>\n<\/tr>\n
1491<\/td>\nSECTION 3414A PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
1492<\/td>\nSECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES\/SYSTEMS AND UTILITIES <\/td>\n<\/tr>\n
1494<\/td>\nSECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS <\/td>\n<\/tr>\n
1495<\/td>\nSECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES <\/td>\n<\/tr>\n
1499<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1500<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1501<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
1503<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
1504<\/td>\nAF&PA
AISC
AISI <\/td>\n<\/tr>\n
1505<\/td>\nAITC
ALI
ANSI <\/td>\n<\/tr>\n
1506<\/td>\nAPA
APSP
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
1507<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
1513<\/td>\nAWCI <\/td>\n<\/tr>\n
1514<\/td>\nAWPA
AWS
BHMA
CGSB
CPA <\/td>\n<\/tr>\n
1515<\/td>\nCPSC
CSA
CSSB
DASMA
DOC <\/td>\n<\/tr>\n
1516<\/td>\nDOJ
DOL
DOTn
EN
FEMA <\/td>\n<\/tr>\n
1517<\/td>\nFM
GA
HPVA
HUD
ICC <\/td>\n<\/tr>\n
1518<\/td>\nISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
1529<\/td>\nPCI
PTI <\/td>\n<\/tr>\n
1530<\/td>\nSFM
RMI
SDI
SJI
SPRI <\/td>\n<\/tr>\n
1531<\/td>\nTIA
TMS
TPI
UBC
UL <\/td>\n<\/tr>\n
1533<\/td>\nULC
USC <\/td>\n<\/tr>\n
1534<\/td>\nWDMA
WRI <\/td>\n<\/tr>\n
1535<\/td>\nCHAPTER 65 SIGNS
SECTION 6501 DEFINITIONS
SECTION 6502 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1536<\/td>\nSECTION 6503 GROUND SIGNS
SECTION 6504 PROJECTING SIGNS
SECTION 6505 WALL SIGNS
SECTION 6506 ROOF SIGNS <\/td>\n<\/tr>\n
1537<\/td>\nSECTION 6507 SPECIAL SIGNS
TABLE 65-1 SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS <\/td>\n<\/tr>\n
1539<\/td>\nCHAPTER 66 SPECIAL SAFETY PROVISIONS
SECTION 6601 GENERAL PROVISIONS
SECTION 6602 AMUSEMENT DEVICES
SECTION 6603 REBOUND TUMBLING EQUIPMENT
SECTION 6604 REBOUND TUMBLING CENTER
SECTION 6605 LAYOUT OF REBOUND TUMBLING EQUIPMENT <\/td>\n<\/tr>\n
1540<\/td>\nSECTION 6606 CONSTRUCTION OF PITS
SECTION 6607 CONSTRUCTION OF EQUIPMENT
SECTION 6608 USE OF PADDING
SECTION 6609 FENCING
SECTION 6610 INSPECTION
SECTION 6611 AUTOMOBILE RACING FACILITIES <\/td>\n<\/tr>\n
1541<\/td>\nCHAPTER 67 SECURITY PROVISIONS
SECTION 6701 PURPOSE
SECTION 6702 SCOPE
SECTION 6703 LIMITATIONS
SECTION 6704 ALTERNATE SECURITY PROVISIONS
SECTION 6705 DEFINITIONS
SECTION 6706 TESTS: SLIDING GLASS DOORS
SECTION 6707 TESTS: SLIDING GLASS WINDOWS <\/td>\n<\/tr>\n
1542<\/td>\nSECTION 6708 DOORS: GENERAL
SECTION 6709 DOORS: SWINGING DOORS <\/td>\n<\/tr>\n
1543<\/td>\nSECTION 6710 DOORS: SLIDING GLASS DOORS
SECTION 6711 DOORS: OVERHEAD AND SLIDING DOORS
SECTION 6712 DOORS: METAL ACCORDION GRATE OR GRILLE TYPE DOORS
SECTION 6713 LIGHTS: GENERAL
SECTION 6714 LIGHTS: MATERIAL
SECTION 6715 LIGHTS: LOCKING DEVICES
SECTION 6716 OTHER OPENINGS: GENERAL <\/td>\n<\/tr>\n
1544<\/td>\nSECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS <\/td>\n<\/tr>\n
1545<\/td>\nCHAPTER 69 TRAILER COACHES
SECTION 6901 DEFINITION
SECTION 6902 WHERE ALLOWED WITHOUT PERMITS
SECTION 6903 PERMIT REQUIRED
SECTION 6904 APPLICATION AND FEE REQUIRED
SECTION 6905 CONDITIONS OF PERMIT <\/td>\n<\/tr>\n
1546<\/td>\nSECTION 6906 REVOCATION OF PERMITS
SECTION 6907 OTHER PERMITS REQUIRED
SECTION 6908 VALIDITY OF PERMIT <\/td>\n<\/tr>\n
1547<\/td>\nCHAPTER 94 REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS
SECTION 9401 PURPOSE
SECTION 9402 SCOPE
SECTION 9403 DEFINITIONS
SECTION 9404 ADMINISTRATION <\/td>\n<\/tr>\n
1548<\/td>\nSECTION 9405 GENERAL REQUIREMENTS
TABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1, 2 <\/td>\n<\/tr>\n
1549<\/td>\nCHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS
SECTION 9501 PURPOSE
SECTION 9502 SCOPE
SECTION 9503 DEFINITIONS
SECTION 9504 ADMINISTRATION <\/td>\n<\/tr>\n
1550<\/td>\nSECTION 9505 GENERAL REQUIREMENTS
SECTION 9506 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
1551<\/td>\nSECTION 9507 MATERIALS OF CONSTRUCTION
SECTION 9508 PLANS <\/td>\n<\/tr>\n
1552<\/td>\nTABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1, 2 <\/td>\n<\/tr>\n
1553<\/td>\nCHAPTER 96 EARTHQUAKE HAZARD REDUCTION FOR EXISTING UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION 9601 PURPOSE
SECTION 9602 SCOPE
SECTION 9603 DEFINITIONS
SECTION 9604 RATING CLASSIFICATIONS
SECTION 9605 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
1554<\/td>\nSECTION 9606 ADMINISTRATION <\/td>\n<\/tr>\n
1555<\/td>\nSECTION 9607 HISTORICAL BUILDINGS
SECTION 9608 INFORMATION REQUIRED ON PLANS <\/td>\n<\/tr>\n
1556<\/td>\nSECTION 9609 INTERPRETATION OF THIS CHAPTER
TABLE 96-A RATING CLASSIFICATIONS
TABLE 96-B TIME LIMITS FOR COMPLIANCE
TABLE 96-C EXTENSIONS OF TIME AND SERVICE PRIORITIES <\/td>\n<\/tr>\n
1557<\/td>\nCHAPTER 98 UNOCCUPIED BUILDINGS, STRUCTURES AND SPECIAL HAZARDS
SECTION 9801 SCOPE
SECTION 9802 DEFINITIONS
SECTION 9803 ORDER TO SECURE BUILDINGS, STRUCTURES OR SPECIAL HAZARDS
SECTION 9804 NOTIFICATION TO OTHER PERSONS
SECTION 9805 POSTING
SECTION 9806 SERVICE <\/td>\n<\/tr>\n
1558<\/td>\nSECTION 9807 REQUEST FOR HEARING
SECTION 9808 NOTICE OF HEARING
SECTION 9809 HEARING PROCEDURE
SECTION 9810 SECURING BUILDINGS, STRUCTURES OR SPECIAL HAZARDS BY COUNTY
SECTION 9811 COUNTY DEPARTMENTS
SECTION 9812 NOTIFICATION OF COSTS
SECTION 9813 SUBSTANDARD OR UNSAFE BUILDINGS
SECTION 9814 EMERGENCY PROCEDURES <\/td>\n<\/tr>\n
1561<\/td>\nCHAPTER 99 BUILDING AND PROPERTY REHABILITATION
SECTION 9901 SCOPE
SECTION 9902 DEFINITIONS
SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING
SECTION 9904 SUBSTANDARD CONDITIONS <\/td>\n<\/tr>\n
1562<\/td>\nSECTION 9905 SUBSTANDARD PROPERTY <\/td>\n<\/tr>\n
1563<\/td>\nSECTION 9906 BUILDING REHABILITATION APPEALS BOARD
SECTION 9907 ALTERNATES
SECTION 9908 DETERMINATION BY BUILDING OFFICIAL
SECTION 9909 INFORMAL NOTICE
SECTION 9910 NOTICE OF SUBSTANDARD BUILDING
SECTION 9911 NOTICE OF SUBSTANDARD PROPERTY
SECTION 9912 COMBINING NOTICES <\/td>\n<\/tr>\n
1564<\/td>\nSECTION 9913 SERVICE OF NOTICE
SECTION 9914 OTHER INTERESTED PARTIES
SECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY
SECTION 9916 POSTING OF SIGNS
SECTION 9917 RIGHT OF HEARING <\/td>\n<\/tr>\n
1565<\/td>\nSECTION 9918 HEARING BY BUILDING REHABILITATION APPEALS BOARD
SECTION 9919 HEARING NOT REQUESTED
SECTION 9920 NOTICE OF HEARING
SECTION 9921 FORM AND CONTENTS OF NOTICE
SECTION 9922 POSTING OF NOTICE
SECTION 9923 ORDER: SUBSTANDARD BUILDING <\/td>\n<\/tr>\n
1566<\/td>\nSECTION 9924 ORDER: SUBSTANDARD PROPERTY
SECTION 9925 WORK BY PRIVATE PARTY
SECTION 9926 WORK BY COUNTY
SECTION 9927 COSTS
SECTION 9928 NOTIFICATION OF COSTS <\/td>\n<\/tr>\n
1567<\/td>\nSECTION 9929 COLLECTION
SECTION 9930 SALVAGE
SECTION 9931 INTERFERENCE PROHIBITED
SECTION 9932 PROSECUTION
SECTION 9933 OTHER ABATEMENT PROCEDURES
SECTION 9934 VEHICLES <\/td>\n<\/tr>\n
1569<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A \u2013 EMPLOYEE QUALIFICATIONS <\/td>\n<\/tr>\n
1571<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1573<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX B \u2013 BOARD OF APPEALS <\/td>\n<\/tr>\n
1575<\/td>\nAPPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
1577<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C \u2013 GROUP U \u2013 AGRICULTURAL BUILDINGS <\/td>\n<\/tr>\n
1579<\/td>\nAPPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
1581<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D \u2013 FIRE DISTRICTS <\/td>\n<\/tr>\n
1583<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
1584<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
1585<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1587<\/td>\nAPPENDIX E RESERVED <\/td>\n<\/tr>\n
1589<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX F \u2013 RODENTPROOFING <\/td>\n<\/tr>\n
1591<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
1593<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX G \u2013 FLOOD RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
1595<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
1596<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
1597<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
1598<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES <\/td>\n<\/tr>\n
1599<\/td>\nSECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
1600<\/td>\nSECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1601<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX H \u2013 SIGNS <\/td>\n<\/tr>\n
1603<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
1604<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
1605<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
1606<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1607<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX I \u2013 PATIO COVERS <\/td>\n<\/tr>\n
1609<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
1611<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX J \u2013 GRADING <\/td>\n<\/tr>\n
1613<\/td>\nAPPENDIX J GRADING
SECTION J101 GENERAL <\/td>\n<\/tr>\n
1614<\/td>\nSECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
1615<\/td>\nSECTION J103 PERMITS REQUIRED <\/td>\n<\/tr>\n
1616<\/td>\nFIGURE J103.2 GRADING EXEMPTION CASES <\/td>\n<\/tr>\n
1617<\/td>\nSECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
1619<\/td>\nSECTION J105 INSPECTIONS <\/td>\n<\/tr>\n
1621<\/td>\nSECTION J106 EXCAVATIONS <\/td>\n<\/tr>\n
1625<\/td>\nSECTION J107 FILLS <\/td>\n<\/tr>\n
1626<\/td>\nFIGURE J107.3 BENCHING DETAILS
SECTION J108 SETBACKS <\/td>\n<\/tr>\n
1627<\/td>\nFIGURE J108.1 SETBACK DIMENSIONS
SECTION J109 DRAINAGE AND TERRACING <\/td>\n<\/tr>\n
1628<\/td>\nSECTION J110 SLOPE PLANTING AND EROSION CONTROL <\/td>\n<\/tr>\n
1630<\/td>\nSECTION J111 REFERENCED STANDARDS
SECTION J112 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [DSA-SS & DSA-SS\/CC] <\/td>\n<\/tr>\n
1633<\/td>\nAPPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
SECTION K101 SCOPE
SECTION K102 DEFINITIONS <\/td>\n<\/tr>\n
1634<\/td>\nSECTION K103 STRUCTURAL STABILITY
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING
SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS <\/td>\n<\/tr>\n
1635<\/td>\nFIGURE K103.1 <\/td>\n<\/tr>\n
1636<\/td>\nFIGURE K103.1-continued <\/td>\n<\/tr>\n
1637<\/td>\nSECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
SECTION K109 ALTERNATE MEANS OF PROTECTION <\/td>\n<\/tr>\n
1639<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX L \u2013 EARTHQUAKE RECORDING INSTRUMENTATION <\/td>\n<\/tr>\n
1641<\/td>\nAPPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
1643<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX M \u2013 TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
1645<\/td>\nAPPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1647<\/td>\nINDEX <\/td>\n<\/tr>\n
1687<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
1689<\/td>\n2013 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 <\/td>\n<\/tr>\n
1690<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1691<\/td>\nPREFACE
ACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
1692<\/td>\nPART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDING <\/td>\n<\/tr>\n
1693<\/td>\nHISTORICAL PREFACE <\/td>\n<\/tr>\n
1695<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
1696<\/td>\nHOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE <\/td>\n<\/tr>\n
1697<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1699<\/td>\nCHAPTER 8-1 ADMINISTRATION
SECTION 8-101 TITLE, PURPOSE AND INTENT
SECTION 8-102 APPLICATION
SECTION 8-103 ORGANIZATION AND ENFORCEMENT <\/td>\n<\/tr>\n
1700<\/td>\nSECTION 8-104 REVIEW AND APPEALS
SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS
SECTION 8-106 SHBSB RULINGS <\/td>\n<\/tr>\n
1701<\/td>\nCHAPTER 8-2 DEFINITIONS
SECTION 8-201 DEFINITIONS <\/td>\n<\/tr>\n
1703<\/td>\nCHAPTER 8-3 USE AND OCCUPANCY
SECTION 8-301 PURPOSE AND SCOPE
SECTION 8-302 GENERAL
SECTION 8-303 RESIDENTIAL OCCUPANCIES <\/td>\n<\/tr>\n
1705<\/td>\nCHAPTER 8-4 FIRE PROTECTION
SECTION 8-401 PURPOSE, INTENT AND SCOPE
SECTION 8-402 FIRE-RESISTIVE CONSTRUCTION
SECTION 8-403 INTERIOR FINISH MATERIALS
SECTION 8-404 WOOD LATH AND PLASTER
SECTION 8-405 OCCUPANCY SEPARATION
SECTION 8-406 MAXIMUM FLOOR AREA
SECTION 8-407 VERTICAL SHAFTS
SECTION 8-408 ROOF COVERING <\/td>\n<\/tr>\n
1706<\/td>\nSECTION 8-409 FIRE ALARM SYSTEMS
SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS
SECTION 8-411 OTHER TECHNOLOGIES
SECTION 8-412 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
1707<\/td>\nCHAPTER 8-5 MEANS OF EGRESS
SECTION 8-501 PURPOSE, INTENT AND SCOPE
SECTION 8-502 GENERAL <\/td>\n<\/tr>\n
1708<\/td>\nSECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS
SECTION 8-504 RAILINGS AND GUARDRAILS <\/td>\n<\/tr>\n
1709<\/td>\nCHAPTER 8-6 ACCESSIBILITY
SECTION 8-601 PURPOSE, INTENT AND SCOPE
SECTION 8-602 BASIC PROVISIONS
SECTION 8-603 ALTERNATIVES <\/td>\n<\/tr>\n
1710<\/td>\nSECTION 8-604 EQUIVALENT FACILITATION <\/td>\n<\/tr>\n
1711<\/td>\nCHAPTER 8-7 STRUCTURAL REGULATIONS
SECTION 8-701 PURPOSE, INTENT AND SCOPE
SECTION 8-702 GENERAL
SECTION 8-703 STRUCTURAL SURVEY
SECTION 8-704 NONHISTORICAL ADDITIONS AND NONHISTORICAL ALTERATIONS
SECTION 8-705 STRUCTURAL REGULATIONS <\/td>\n<\/tr>\n
1712<\/td>\nSECTION 8-706 LATERAL LOAD REGULATIONS <\/td>\n<\/tr>\n
1713<\/td>\nCHAPTER 8-8 ARCHAIC MATERIALS AND METHODS OF CONSTRUCTION
SECTION 8-801 PURPOSE, INTENT AND SCOPE
SECTION 8-802 GENERAL ENGINEERING APPROACHES
SECTION 8-803 NONSTRUCTURAL ARCHAIC MATERIALS
SECTION 8-804 ALLOWABLE CONDITIONS FOR SPECIFIC MATERIALS
SECTION 8-805 MASONRY <\/td>\n<\/tr>\n
1714<\/td>\nSECTION 8-806 ADOBE
SECTION 8-807 WOOD
SECTION 8-808 CONCRETE
SECTION 8-809 STEEL AND IRON <\/td>\n<\/tr>\n
1715<\/td>\nTABLE8-8A STRENGTH VALUES FOR EXISTING MATERIALS
SECTION 8-810 HOLLOW CLAY TILE
SECTION 8-811 VENEERS
SECTION 8-812 GLASS AND GLAZING <\/td>\n<\/tr>\n
1716<\/td>\nTABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
1717<\/td>\nCHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS
SECTION 8-901 PURPOSE, INTENT AND SCOPE
SECTION 8-902 MECHANICAL <\/td>\n<\/tr>\n
1718<\/td>\nSECTION 8-903 PLUMBING <\/td>\n<\/tr>\n
1719<\/td>\nSECTION 8-904 ELECTRICAL <\/td>\n<\/tr>\n
1721<\/td>\nCHAPTER 8-10 QUALIFIED HISTORICAL DISTRICTS, SITES AND OPEN SPACES
SECTION 8-1001 PURPOSE AND SCOPE
SECTION 8-1002 APPLICATION
SECTION 8-1003 SITE RELATIONS <\/td>\n<\/tr>\n
1723<\/td>\nAPPENDIX A
CHAPTER 8-1
CHAPTER 8-6
TABLE 1\u2014PROVISION APPLICABILITY <\/td>\n<\/tr>\n
1724<\/td>\nTABLE 1\u2014PROVISION APPLICABILITY\u2014continued <\/td>\n<\/tr>\n
1725<\/td>\nTABLE 1\u2014PROVISION APPLICABILITY\u2014continued <\/td>\n<\/tr>\n
1727<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
1729<\/td>\n2013 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATION TITLE 24, PART 10 BASED ON THE 2012 INTERNATIONAL EXISTING BUILDING CODE\u00ae <\/td>\n<\/tr>\n
1730<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1731<\/td>\nPREFACE
ACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
1733<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
1734<\/td>\nHOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE <\/td>\n<\/tr>\n
1735<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1737<\/td>\nAPPENDIX CHAPTER A1 \u2013 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS <\/td>\n<\/tr>\n
1739<\/td>\nAPPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A100 APPLICATION
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS <\/td>\n<\/tr>\n
1740<\/td>\nSECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
1741<\/td>\nSECTION A105 GENERAL REQUIREMENTS
SECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
1742<\/td>\nEQUATION A1-1
EQUATION A1-2 <\/td>\n<\/tr>\n
1743<\/td>\nEQUATION A1-3
SECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
1744<\/td>\nSECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7 <\/td>\n<\/tr>\n
1745<\/td>\nSECTION A111 SPECIAL PROCEDURE
EQUATION A1-8
EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12 <\/td>\n<\/tr>\n
1746<\/td>\nEQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
EQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22 <\/td>\n<\/tr>\n
1747<\/td>\nEQUATION A1-23
EQUATION A1-24
EQUATION A1-25
SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
1748<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY <\/td>\n<\/tr>\n
1749<\/td>\nTABLE A1-A\u2014ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B\u2014 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C\u2014HORIZONTAL FORCE FACTOR, Cp <\/td>\n<\/tr>\n
1750<\/td>\nTABLE A1-D\u2014STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
1751<\/td>\nTABLE A1-E\u2014STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F\u2014MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G\u2014MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS <\/td>\n<\/tr>\n
1752<\/td>\nFIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
1753<\/td>\nFIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
1755<\/td>\nREFERENCED STANDARDS
UNIFORM BUILDING CODE STANDARD 21\u20134 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS <\/td>\n<\/tr>\n
1756<\/td>\nTABLE 21\u20134-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS
TABLE 21\u20134-B STRENGTH AND ABSORPTION REQUIREMENTS <\/td>\n<\/tr>\n
1757<\/td>\nTABLE 21\u20134-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS <\/td>\n<\/tr>\n
1758<\/td>\nUNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS
UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS <\/td>\n<\/tr>\n
1759<\/td>\nUNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS
UNIFORM BUILDING CODE STANDARD 21\u201313 HYDRATED LIME FOR MASONRY PURPOSES <\/td>\n<\/tr>\n
1760<\/td>\nTABLE 21\u201313\u2013A\u2014CHEMICAL REQUIREMENTS <\/td>\n<\/tr>\n
1761<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLSAND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS <\/td>\n<\/tr>\n
1763<\/td>\nCHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
SECTION A302 DEFINITIONS <\/td>\n<\/tr>\n
1764<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
1767<\/td>\nTABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE <\/td>\n<\/tr>\n
1768<\/td>\nFIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
1769<\/td>\nFIGURE A3-2 NEW HOLLOW-UNIT MASONRY FOUNDATION <\/td>\n<\/tr>\n
1770<\/td>\nFIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
1771<\/td>\nFIGURE A3-4 A SILL PLATE BOLTING IN EXISTING FOUNDATION\u2014ALTERNATE <\/td>\n<\/tr>\n
1772<\/td>\nFIGURE A3-4B SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C SILL PLATE BOLTING IN EXISTING FOUNDATION\u2014ALTERNATE <\/td>\n<\/tr>\n
1773<\/td>\nFIGURE A3-5 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
1774<\/td>\nFIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
1775<\/td>\nFIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
1776<\/td>\nFIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
1777<\/td>\nFIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
1778<\/td>\nFIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
1779<\/td>\nFIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
1780<\/td>\nFIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
1781<\/td>\nHISTORY NOTE CALIFORNIA EXISTING BUILDING CODE <\/td>\n<\/tr>\n
1783<\/td>\nNEW TOOLS HELP YOU MASTER THE NEW CALIFORNIA CODES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

County of Los Angeles Building Code, Volume 1 & 2<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2014<\/td>\n1784<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":112994,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-112993","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\/112993","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\/112994"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=112993"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=112993"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=112993"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}