{"id":440955,"date":"2024-10-20T08:18:34","date_gmt":"2024-10-20T08:18:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-la-county-existing-building-2023-1stptg\/"},"modified":"2024-10-26T15:30:47","modified_gmt":"2024-10-26T15:30:47","slug":"ca-la-county-existing-building-2023-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-la-county-existing-building-2023-1stptg\/","title":{"rendered":"CA LA County Existing Building 2023 1stptg"},"content":{"rendered":"

This package includes 2023 County of Los Angeles amendment pages for integration with the 2022 California Existing Building Code, Title (24, Parts 8,10 & 12).<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2023 COUNTY OF LOS ANGELES EXISTING BUILDING CODE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
6<\/td>\nPREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS <\/td>\n<\/tr>\n
8<\/td>\nLOS ANGELES COUNTY OFFICES <\/td>\n<\/tr>\n
10<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
11<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
16<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION 100 ADOPTION AND INCORPORATION BY REFERENCE
SECTION 101 TITLE, PURPOSE AND INTENT <\/td>\n<\/tr>\n
22<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS <\/td>\n<\/tr>\n
23<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 2 \u2013 DEFINITIONS\u2014continued <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
30<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3 \u2013 PROVISIONS FOR ALL COMPLIANCE METHODS <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION <\/td>\n<\/tr>\n
33<\/td>\nSECTION 302 GENERAL PROVISIONS <\/td>\n<\/tr>\n
34<\/td>\nSECTION 303 STORM SHELTERS <\/td>\n<\/tr>\n
35<\/td>\nSECTION 304 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
[BS] TABLE 304.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
[BS] TABLE 304.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 305 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
36<\/td>\nSECTION 306 ACCESSIBILITY FOR EXISTING BUILDINGS (Not adopted by HCD or OSHPD) <\/td>\n<\/tr>\n
38<\/td>\nSECTION 307 SMOKE ALARMS
SECTION 308 CARBON MONOXIDE DETECTION
SECTION 309 ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND EXTERIOR WALL ENVELOPES
SECTION 310 [OSHPD 1R, 2 and 5]SERVICES\/SYSTEMS AND UTILITIES
SECTION 311 [OSHPD 1R, 2 and 5] MEANS OF EGRESS
SECTION 312 [OSHPD 1R] HOSPITAL SPC AND FREESTANDING BUILDINGS REMOVED FROM GENERAL ACUTECARE SERVICE REMAINING UNDER THE JURISDICTION OF OSHPD <\/td>\n<\/tr>\n
40<\/td>\nSECTION 313 [SFM] EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES <\/td>\n<\/tr>\n
42<\/td>\nSECTION 314 [SFM] EXISTING HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
44<\/td>\nSECTION 315 [SFM] EXISTING GROUP I OCCUPANCIES <\/td>\n<\/tr>\n
45<\/td>\nSECTION 316 [SFM] EXISTING GROUP L OCCUPANCIES
SECTION 317 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS <\/td>\n<\/tr>\n
46<\/td>\nTABLE 316.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb) <\/td>\n<\/tr>\n
47<\/td>\nTABLE 316.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 When two units are given, values within parentheses are in pounds (lbs.) <\/td>\n<\/tr>\n
48<\/td>\nTABLE 317.5 SEISMIC PERFORMANCE REQUIREMENTS2, 3 BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY <\/td>\n<\/tr>\n
49<\/td>\nSECTION 318 DEFINITIONS
SECTION 319 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
52<\/td>\nSECTION 320 METHOD A
SECTION 321 METHOD B <\/td>\n<\/tr>\n
53<\/td>\nSECTION 322 PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
54<\/td>\nSECTION 323 [DSA-SS, DSA-SS\/CC] ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES <\/td>\n<\/tr>\n
56<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 3A \u2013 PROVISIONS FOR ALL COMPLIANCE METHODS [OSHPD 1] <\/td>\n<\/tr>\n
58<\/td>\nCHAPTER 3A PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301A ADMINISTRATION
SECTION 302A GENERAL PROVISIONS <\/td>\n<\/tr>\n
59<\/td>\nSECTION 303A RESERVED
SECTION 304A STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES <\/td>\n<\/tr>\n
63<\/td>\nSECTION 305A IN-SITU LOAD TESTS
SECTION 306A ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
64<\/td>\nSECTION 307A\u2013309A RESERVED
SECTION 310A COMPLIANCE ALTERNATIVES FOR SERVICES\/SYSTEMS AND UTILITIES <\/td>\n<\/tr>\n
65<\/td>\nSECTION 311A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS <\/td>\n<\/tr>\n
66<\/td>\nSECTION 312A REMOVAL OF HOSPITALS PC AND FREESTANDING BUILDINGS FROM GENERAL ACUTE CARE SERVICE <\/td>\n<\/tr>\n
68<\/td>\nSECTION 313A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
70<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4 \u2013 REPAIRS <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL <\/td>\n<\/tr>\n
73<\/td>\nSECTION 406 ELECTRICAL <\/td>\n<\/tr>\n
74<\/td>\nSECTION 407 MECHANICAL
SECTION 408 PLUMBING <\/td>\n<\/tr>\n
76<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 4A \u2013 REPAIRS [OSHPD 1] <\/td>\n<\/tr>\n
78<\/td>\nCHAPTER 4A REPAIRS
SECTION 401A GENERAL
SECTION 402A BUILDING ELEMENTS AND MATERIALS
SECTION 403A FIRE PROTECTION
SECTION 404A MEANS OF EGRESS
SECTION 405A STRUCTURAL <\/td>\n<\/tr>\n
80<\/td>\nSECTION 406A ELECTRICAL
SECTION 407A MECHANICAL
SECTION 408A PLUMBING <\/td>\n<\/tr>\n
82<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 5 \u2013 PRESCRIPTIVE COMPLIANCE METHOD <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL <\/td>\n<\/tr>\n
85<\/td>\nSECTION 502 ADDITIONS
SECTION 503 ALTERATIONS <\/td>\n<\/tr>\n
88<\/td>\nSECTION 504 FIRE ESCAPES (NOT ADOPTED BY HCD)
SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS <\/td>\n<\/tr>\n
89<\/td>\nSECTION 506 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
90<\/td>\nSECTION 507 HISTORIC BUILDINGS (NOT ADOPTED BY HCD) <\/td>\n<\/tr>\n
92<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 5A \u2013 PRESCRIPTIVE COMPLIANCE METHOD [OSHPD 1] <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 5A PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501A GENERAL <\/td>\n<\/tr>\n
95<\/td>\nSECTION 502A ADDITIONS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 503A ALTERATIONS <\/td>\n<\/tr>\n
97<\/td>\nSECTION 504A RESERVED <\/td>\n<\/tr>\n
98<\/td>\nSECTION 505A RESERVED
SECTION 506A CHANGE OF OCCUPANCY
SECTION 507A HISTORIC BUILDINGS <\/td>\n<\/tr>\n
100<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 6 \u2013 CLASSIFICATION OF WORK <\/td>\n<\/tr>\n
102<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 7 \u2013 ALTERATIONS\u2014LEVEL 1 <\/td>\n<\/tr>\n
104<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 8 \u2013 ALTERATIONS\u2014LEVEL 2 <\/td>\n<\/tr>\n
106<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 9 \u2013 ALTERATIONS\u2014LEVEL 3 <\/td>\n<\/tr>\n
108<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 10 \u2013 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
110<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 11 \u2013 ADDITIONS <\/td>\n<\/tr>\n
112<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 12 \u2013 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
114<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 13 \u2013 PERFORMANCE COMPLIANCE METHODS <\/td>\n<\/tr>\n
116<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 14 \u2013 RELOCATED OR MOVED BUILDINGS <\/td>\n<\/tr>\n
118<\/td>\nCHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS <\/td>\n<\/tr>\n
120<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 15 \u2013 CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
122<\/td>\nCHAPTER 15 CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
[BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
123<\/td>\nSECTION 1502 PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
124<\/td>\nSECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPES
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
125<\/td>\nSECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
126<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
128<\/td>\nCHAPTER 16 REFERENCED STANDARDS
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
129<\/td>\nASTM
ICC <\/td>\n<\/tr>\n
130<\/td>\nNFPA <\/td>\n<\/tr>\n
132<\/td>\nUL <\/td>\n<\/tr>\n
134<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A CHAPTER A1 \u2013 SEISMIC STRENGTHENING PROVISIONSFOR UNREINFORCED MASONRY BEARING WALL BUILDINGS <\/td>\n<\/tr>\n
136<\/td>\nAPPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A100 APPLICATION
SECTION A101 PURPOSE
SECTION A102 SCOPE <\/td>\n<\/tr>\n
137<\/td>\n[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A103 DEFINITIONS
SECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
138<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
139<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
140<\/td>\nEQUATION A1-1
EQUATION A1-2 <\/td>\n<\/tr>\n
141<\/td>\nSECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS <\/td>\n<\/tr>\n
142<\/td>\n[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
EQUATION A1-3
EQUATION A1-4
SECTION A109 ANALYSIS AND DESIGN PROCEDURE <\/td>\n<\/tr>\n
143<\/td>\n[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
SECTION A110 GENERAL PROCEDURE
EQUATION A1-5 <\/td>\n<\/tr>\n
144<\/td>\n[BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
SECTION A111 SPECIAL PROCEDURE
EQUATION A1-6 <\/td>\n<\/tr>\n
145<\/td>\nEQUATION A1-7
EQUATION A1-8
EQUATION A1-9
[BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
146<\/td>\nEQUATION A1-10
EQUATION A1-11
EQUATION A1-12
[BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
SECTION A112 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
147<\/td>\nEQUATION A1-18
EQUATION A1-19
EQUATION A1-20
[BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
148<\/td>\nEQUATION A1-21
EQUATION A1-22
EQUATION A1-23
SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
149<\/td>\n[BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
[BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY <\/td>\n<\/tr>\n
150<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX ACHAPTER A2 \u2013 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETEAND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS <\/td>\n<\/tr>\n
152<\/td>\nCHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRYWALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201 PURPOSE
SECTION A202 SCOPE
SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
153<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
154<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
156<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A CHAPTER A3 \u2013 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENINGOF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS <\/td>\n<\/tr>\n
158<\/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
159<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
160<\/td>\n[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
161<\/td>\n[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
162<\/td>\n[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
163<\/td>\n[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
164<\/td>\n[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
165<\/td>\n[BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
[BS] FIGURE A304.2.3(2 )NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
166<\/td>\n[BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
[BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING <\/td>\n<\/tr>\n
167<\/td>\n[BS] FIGURE A304.3.1(1) SILL PLATE ANCHORING TO EXISTING FOUNDATIONa, b <\/td>\n<\/tr>\n
168<\/td>\n[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014WITHOUTCRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b
[BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUTCRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
169<\/td>\n[BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION\u2014ALTERNATIVE CONNECTION FOR BATTERED FOOTING
[BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b <\/td>\n<\/tr>\n
170<\/td>\n[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
171<\/td>\n[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
172<\/td>\n[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
173<\/td>\n[BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
174<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A CHAPTER A4 \u2013 EARTHQUAKE RISK REDUCTIONIN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS <\/td>\n<\/tr>\n
176<\/td>\nCHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
SECTION A403 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
178<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY <\/td>\n<\/tr>\n
179<\/td>\nSECTION A405 MATERIALS OF CONSTRUCTION
SECTION A406 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
180<\/td>\nSECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
182<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A CHAPTER A5 \u2013 REFERENCED STANDARDS
CHAPTER A5 REFERENCED STANDARDS
SECTION A501 REFERENCED STANDARDS <\/td>\n<\/tr>\n
183<\/td>\nTABLE A501.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
184<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTSFOR EXISTING BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n
186<\/td>\nAPPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
187<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
[BE] TABLE B104.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
188<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C CHAPTER C1 \u2013 GABLE END RETROFIT FOR HIGH-WIND AREAS <\/td>\n<\/tr>\n
190<\/td>\nAPPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS
SECTION C101 GENERAL
SECTION C102 DEFINITIONS <\/td>\n<\/tr>\n
191<\/td>\nSECTION C103 MATERIALS OF CONSTRUCTION
[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS <\/td>\n<\/tr>\n
192<\/td>\n[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN <\/td>\n<\/tr>\n
193<\/td>\nSECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY <\/td>\n<\/tr>\n
194<\/td>\n[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
195<\/td>\n[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
196<\/td>\n[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
197<\/td>\n[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
199<\/td>\n[BS] FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME)
[BS] FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END) <\/td>\n<\/tr>\n
200<\/td>\n[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
201<\/td>\n[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
202<\/td>\n[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
203<\/td>\n[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
204<\/td>\n[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
205<\/td>\n[BS] FIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
206<\/td>\n[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
207<\/td>\n[BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD
[BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD <\/td>\n<\/tr>\n
208<\/td>\n[BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES
[BS] TABLE C104.5.2 SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALLTO TOP OF THE WALL BELOW <\/td>\n<\/tr>\n
210<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C CHAPTER C2 \u2013 ROOF DECK FASTENING FOR HIGH-WIND AREAS <\/td>\n<\/tr>\n
212<\/td>\nCHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS <\/td>\n<\/tr>\n
213<\/td>\n[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
214<\/td>\nCHAPTER C3 REFERENCED STANDARDS
SECTION C301 REFERENCED STANDARDS
[BS] TABLE C301.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
216<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D BOARD OF APPEALS <\/td>\n<\/tr>\n
218<\/td>\nAPPENDIX D BOARD OF APPEALS
SECTION D101 GENERAL <\/td>\n<\/tr>\n
220<\/td>\nCALIFORNIA EXISTING BUILDING CODE \u2013 MATRIX ADOPTION TABLE RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES <\/td>\n<\/tr>\n
222<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES <\/td>\n<\/tr>\n
223<\/td>\n1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES <\/td>\n<\/tr>\n
224<\/td>\n2 BUILDING EVALUATION <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
226<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
227<\/td>\n3 FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
228<\/td>\nHARMATHY’S TEN RULES <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
234<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
236<\/td>\nAPPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
239<\/td>\nSECTION I – WALLS
FIGURE 1.1.1 MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK
TABLE 1.1.1 MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
240<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
241<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
242<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.1.2 MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
243<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
244<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
245<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
246<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
247<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
248<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
249<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK
TABLE 1.1.3 MASONRY WALLS 6 \u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
250<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
251<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
252<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
253<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK
TABLE 1.1.4 MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
255<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
256<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
257<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
258<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
259<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
260<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
261<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
262<\/td>\nTABLE 1.1.5 MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
263<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
264<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
265<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
266<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK
TABLE 1.1.6 MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
267<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
268<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
269<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
270<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
271<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
272<\/td>\nFIGURE 1.1.7 MASONRY WALLS 14\u2033 OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
273<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
274<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
275<\/td>\nFIGURE 1.2.1 METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK
TABLE 1.2.1 METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
276<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
277<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
278<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
279<\/td>\nFIGURE 1.2.2 METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.2.2 METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
280<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
281<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
282<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
283<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
284<\/td>\nFIGURE 1.3.2WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.3.2 WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
285<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
286<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK. <\/td>\n<\/tr>\n
287<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
288<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
289<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
290<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
291<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
292<\/td>\nTABLE 1.3.3 WOOD FRAME WALLS 6\u2033 TO LESS THAN 8\u2033 THICK
TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
293<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
294<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
295<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
296<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0\u2033 TO LESS THAN 6\u2033 <\/td>\n<\/tr>\n
297<\/td>\nFIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
298<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
299<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
300<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
301<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
302<\/td>\nFIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033
TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033 <\/td>\n<\/tr>\n
303<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033 <\/td>\n<\/tr>\n
304<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18\u2033 TO LESS THAN 20\u2033 <\/td>\n<\/tr>\n
305<\/td>\nFIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033
TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033 <\/td>\n<\/tr>\n
306<\/td>\nTABLE 2.1.7\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033
TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
307<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416\u2033 TO LESS THAN 18\u2033
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420\u2033 TO LESS THAN 22\u2033 <\/td>\n<\/tr>\n
308<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
309<\/td>\nFIGURE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
310<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION LESS THAN 6\u2033 <\/td>\n<\/tr>\n
311<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033 <\/td>\n<\/tr>\n
313<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033 <\/td>\n<\/tr>\n
314<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
315<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
316<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
317<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
318<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
319<\/td>\nTABLE 2.5.1.5\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
320<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
321<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
322<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
323<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
324<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6\u2033 TO LESS THAN 8\u2033
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6\u2033 TO LESS THAN 8\u2033 <\/td>\n<\/tr>\n
325<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
326<\/td>\nSECTION III FLOOR\/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE
TABLE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
327<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
328<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
329<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
330<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
331<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
332<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
333<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
334<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
335<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
336<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
337<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
339<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
340<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
341<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
343<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
344<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
345<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
346<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
347<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
348<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
349<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
350<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
351<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH10\u2033 TO LESS THAN 12\u2033
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
352<\/td>\nSECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
353<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
354<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
355<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
362<\/td>\nINDEX <\/td>\n<\/tr>\n
368<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
370<\/td>\nCODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
371<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
372<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
373<\/td>\nICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n
374<\/td>\n2022 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS
\nTITLE 24, PART 8 TITLE PAGE <\/td>\n<\/tr>\n
375<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
376<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
378<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
379<\/td>\nHOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE <\/td>\n<\/tr>\n
380<\/td>\nPART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS <\/td>\n<\/tr>\n
381<\/td>\nHISTORICAL PREFACE <\/td>\n<\/tr>\n
382<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
384<\/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
385<\/td>\nSECTION 8-104 REVIEW AND APPEALS
SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS
SECTION 8-106 SHBSB RULINGS <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 8-2 DEFINITIONS
SECTION 8-201 DEFINITIONS <\/td>\n<\/tr>\n
388<\/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
390<\/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
391<\/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
392<\/td>\nCHAPTER 8-5 MEANS OF EGRESS
SECTION 8-501 PURPOSE, INTENT AND SCOPE
SECTION 8-502 GENERAL <\/td>\n<\/tr>\n
393<\/td>\nSECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS
SECTION 8-504 RAILINGS AND GUARDRAILS <\/td>\n<\/tr>\n
394<\/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
395<\/td>\nSECTION 8-604 EQUIVALENT FACILITATION <\/td>\n<\/tr>\n
396<\/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
397<\/td>\nSECTION 8-706 LATERAL LOAD REGULATIONS <\/td>\n<\/tr>\n
398<\/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
399<\/td>\nSECTION 8-806 ADOBE
SECTION 8-807 WOOD
SECTION 8-808 CONCRETE
SECTION 8-809 STEEL AND IRON <\/td>\n<\/tr>\n
400<\/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
401<\/td>\nTABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
402<\/td>\nCHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS
SECTION 8-901 PURPOSE, INTENT AND SCOPE
SECTION 8-902 MECHANICAL <\/td>\n<\/tr>\n
403<\/td>\nSECTION 8-903 PLUMBING <\/td>\n<\/tr>\n
404<\/td>\nSECTION 8-904 ELECTRICAL <\/td>\n<\/tr>\n
406<\/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
408<\/td>\nAPPENDIX A
CHAPTER 8-6
TABLE 1\u2014PROVISION APPLICABILITY <\/td>\n<\/tr>\n
409<\/td>\nTABLE 1\u2014PROVISION APPLICABILITY\u2014continued <\/td>\n<\/tr>\n
410<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
412<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
413<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
414<\/td>\n2022 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 12 TITLE PAGE <\/td>\n<\/tr>\n
415<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
416<\/td>\nPREFACE
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
418<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
419<\/td>\nHOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE <\/td>\n<\/tr>\n
420<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
422<\/td>\nPART 12 CROSS REFERENCE TABLE <\/td>\n<\/tr>\n
424<\/td>\nCHAPTER 12-1 ADMINISTRATION <\/td>\n<\/tr>\n
426<\/td>\nCHAPTER 12-3 RELEASING SYSTEMS FOR SECURITY BARS IN DWELLINGS
INTRODUCTION
SECTION 12-3-1 SCOPE
SECTION 12-3-2 GENERAL <\/td>\n<\/tr>\n
427<\/td>\nCONSTRUCTION
SECTION 12-3-3 ASSEMBLY
SECTION 12-3-4 MATERIALS <\/td>\n<\/tr>\n
428<\/td>\nPERFORMANCE
SECTION 12-3-5 TEST SETUP AND SAMPLE PREPARATION <\/td>\n<\/tr>\n
429<\/td>\nSECTION 12-3-6 SECURE ATTACHMENT TEST
SECTION 12-3-7 OPERATION TEST
SECTION 12-3-8 MANUAL ACTUATION TEST
SECTION 12-3-9 ENDURANCE TEST <\/td>\n<\/tr>\n
430<\/td>\nSECTION 12-3-10 ENVIRONMENTAL EXPOSURE TEST
SECTION 12-3-11 ABUSE TEST
MARKINGS AND INSTRUCTIONS
SECTION 12-3-12 MARKINGS
SECTION 12-3-13 INSTRUCTION MANUAL <\/td>\n<\/tr>\n
432<\/td>\nCHAPTER 12-4A LABORATORY ANIMAL QUARTERS STANDARDS
STANDARD 12-4A-1 <\/td>\n<\/tr>\n
434<\/td>\nCHAPTER 12-4-1 STAGE AND PLATFORMS
SMOKE OR HEAT VENTILATORS STANDARD 12-4-1
STATE FIRE MARSHAL SMOKE OR HEAT VENTILATORS <\/td>\n<\/tr>\n
436<\/td>\nCHAPTER 12-7-1 FIRE-RESISTIVE STANDARDS
FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS STANDARD 12-7-1
STATE FIRE MARSHAL SCOPE
FIRE TESTING FURNACES AND CONTROL
UNEXPOSED SURFACE TEMPERATURES
CLASSIFICATION AS DETERMINED BY TEST <\/td>\n<\/tr>\n
437<\/td>\nTEST SPECIMEN
DURATION AND CONDUCT OF TESTS <\/td>\n<\/tr>\n
438<\/td>\nTESTS OF BEARING WALLS AND PARTITIONS
TESTS OF NONBEARING WALLS AND PARTITIONS
TEST OF COLUMNS <\/td>\n<\/tr>\n
439<\/td>\nALTERNATE TEST OF PROTECTION FOR STRUCTURAL STEEL COLUMNS
TESTS OF FLOORS AND ROOFS <\/td>\n<\/tr>\n
440<\/td>\nTESTS OF LOADED RESTRAINED STRUCTURAL FRAME MEMBERS <\/td>\n<\/tr>\n
442<\/td>\nTESTS OF CEILING CONSTRUCTIONS
TESTS OF PROTECTION FOR COMBUSTIBLE FRAMING, OR FOR COMBUSTIBLE FACINGS ON THE UNEXPOSED SIDE OF WALLS, PARTITIONS AND FLOORS
STANDARD FIRE ENDURANCE TEST REPORT FORM <\/td>\n<\/tr>\n
443<\/td>\nTABLE SFM 12-7-1A CONDITIONS FOR HOSE STREAM TEST <\/td>\n<\/tr>\n
444<\/td>\nCHAPTER 12-7-2 FIRE-RESISTIVE STANDARDS <\/td>\n<\/tr>\n
446<\/td>\nCHAPTER 12-7-3 FIRE-RESISTIVE STANDARDS
FIRE TESTING FURNACES STANDARD 12-7-3
STATE FIRE MARSHAL SCOPE
BURNERS AND FUEL
TIME-TEMPERATURE CURVE <\/td>\n<\/tr>\n
447<\/td>\nFURNACE CONTROL <\/td>\n<\/tr>\n
448<\/td>\nTABLE 12-7-3A STANDARD TIME-TEMPERATURE CURVE FOR CONTROL OF FIRE TESTS
CORRELATION <\/td>\n<\/tr>\n
449<\/td>\nTABLE 12-7-3A\u2014continued STANDARD TIME-TEMPERATURE CURVE FOR CONTROL OF FIRE TESTS <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 12-7-3-1 TIME TEMPERATURE CURVE <\/td>\n<\/tr>\n
452<\/td>\nCHAPTER 12-7-4 FIRE-RESISTIVE STANDARDS
FIRE DOOR ASSEMBLY TESTS STANDARD 12-7-4
STATE FIRE MARSHAL SCOPE
FIRE TESTING FURNACES AND CONTROL
UNEXPOSED SURFACE TEMPERATURES
TEST ASSEMBLIES <\/td>\n<\/tr>\n
453<\/td>\nCONDUCT OF TESTS
TABLE 12-7-4A HOSE STREAM TEST <\/td>\n<\/tr>\n
454<\/td>\nREPORT
CONDITIONS OF ACCEPTANCE <\/td>\n<\/tr>\n
455<\/td>\nMARKING <\/td>\n<\/tr>\n
456<\/td>\nCHAPTER 12-7-5 FIRE-RESISTIVE STANDARDS
INTERIOR FINISH OF DECORATIVE MATERIAL STANDARD 12-7-5
STATE FIRE MARSHAL SCOPE
TEST SETUP AND PERFORMANCE <\/td>\n<\/tr>\n
458<\/td>\nCHAPTER 12-7A MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE
EXTERIOR WALL SIDING AND SHEATHING SFM STANDARD 12-7A-1 <\/td>\n<\/tr>\n
459<\/td>\nFIGURE 1. TEST FIGURE SCHEMATIC
FIGURE 2. GAS BURNER IGNITION SOURCE <\/td>\n<\/tr>\n
462<\/td>\nEXTERIOR WINDOWS SFM STANDARD 12-7A-2 <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 1. SCHEMATIC OF THE WALL ASSEMBLY <\/td>\n<\/tr>\n
464<\/td>\nHORIZONTAL PROJECTION UNDERSIDE SFM STANDARD 12-7A-3 <\/td>\n<\/tr>\n
465<\/td>\nFIGURE 1. EAVES TEST ASSEMBLY <\/td>\n<\/tr>\n
466<\/td>\nDECKING SFM STANDARD 12-7A-4 <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 1. DECK TEST ASSEMBLY (UNDER DECK-FLAME)
FIGURE 2. DECK TEST ASSEMBLY (BURNING-BRAND) <\/td>\n<\/tr>\n
469<\/td>\nDECKING ALTERNATE METHOD A SFM STANDARD 12-7A-4A <\/td>\n<\/tr>\n
472<\/td>\nCHAPTER 12-8-1 FIRE-RESISTIVE STANDARDS FOR FIRE PROTECTION
STANDARD 12-8-100 ROOM FIRE TEST FOR WALL AND CEILING MATERIALS (See Chapter 35, California Building Code.)
STATE FIRE MARSHAL
SCOPE
FIRE AND SMOKE MEASUREMENTS AND PHOTOGRAPHIC RECORD <\/td>\n<\/tr>\n
473<\/td>\nREPORT
TEST SAMPLES <\/td>\n<\/tr>\n
474<\/td>\nSUMMARY OF METHOD AND HEAT SOURCE
IGNITION SOURCE AND LOCATION
COMPARTMENT DIMENSIONS AND CONSTRUCTION
SPECIMEN MOUNTING AND TEST MATERIAL SIZE
FIRE COMPARTMENT ENVIRONMENT <\/td>\n<\/tr>\n
475<\/td>\nAMBIENT CONDITIONS IN TEST BUILDING AND FIRE COMPARTMENT
SPECIMEN CONDITIONING
INSTRUMENTATION <\/td>\n<\/tr>\n
477<\/td>\nTABLE 12-8-1A IGNITION SOURCE RATE OF HEAT RELEASE PROGRAM FOR TESTS OF SAFETY CELL PADDING MATERIALS
CALIBRATION AND DOCUMENTATION OF IGNITION SOURCE AND TEST EQUIPMENT
TEST PROCEDURE
FLASHOVER AND SMOKE
MARKINGS <\/td>\n<\/tr>\n
478<\/td>\nFIGURE 12-8-1\u2014TIME\u2014MINUTES
FIGURE 12-8-2\u2014LOCATION OF HEAT FLUX METERS <\/td>\n<\/tr>\n
479<\/td>\nFIGURE 12-8-3\u2014ROOM THERMOCOUPLE LOCATIONS <\/td>\n<\/tr>\n
480<\/td>\nFIGURE 12-8-4\u2014SECTION VIEW OF ROOM TEST APPARATUS <\/td>\n<\/tr>\n
481<\/td>\nFIGURE 12-8-5\u2014PLAN VIEW OF CANOPY HOOD
FIGURE 12-8-6\u2014BIDIRECTIONAL PROBE <\/td>\n<\/tr>\n
482<\/td>\nFIGURE 12-8-7\u2014GAS BURNER <\/td>\n<\/tr>\n
483<\/td>\nFIGURE 12-8-8\u2014BURNER GAS FLOW CONTROL AND MEASUREMENT <\/td>\n<\/tr>\n
484<\/td>\nAPPENDIX 12-8-1A CALCULATION OF THE TOTAL RATE OF HEAT AND CARBON MONOXIDE OR CARBON DIOXIDE PRODUCTION
EQUATION 1
EQUATION 2
EQUATION 3
EQUATION 4
EQUATION 5
EQUATION 6
EQUATION 7
EQUATION 8
EQUATION 9
EQUATION 10
EQUATION 11 <\/td>\n<\/tr>\n
485<\/td>\nEQUATION 12
EQUATION 13
EQUATION 14
EQUATION 15
EQUATION 16
EQUATION 17
EQUATION 18
EQUATION 19
EQUATION 20 <\/td>\n<\/tr>\n
486<\/td>\nAPPENDIX 12-8-1B GUIDE TO MOUNTING TECHNIQUES FOR WALL AND CEILING INTERIOR FINISH MATERIAL
GENERAL
ACOUSTICAL MATERIALS AND OTHER BOARD MATERIALS
BATT OR BLANKET-TYPE INSULATING AND OTHER FLEXIBLE MATERIALS
BUILDING UNITS
COATINGS OR SPRAY APPLIED MATERIALS <\/td>\n<\/tr>\n
487<\/td>\nFIGURE 12-8-1B-1\u2014TYPICAL STEEL FRAME SUPPORT SYSTEM
FIGURE 12-8-1B-2\u2014MATERIAL FASTENING TECHNIQUE
WALL COVERING MATERIAL <\/td>\n<\/tr>\n
488<\/td>\nFIGURE 12-8-1B-3\u2014TYPICAL MOUNTING TECHNIQUE FOR RIGID WALL MATERIALS <\/td>\n<\/tr>\n
489<\/td>\nFIGURE 12-8-1B-4\u2014TYPICAL MOUNTING TECHNIQUE FOR FLEXIBLE WALL MATERIALS <\/td>\n<\/tr>\n
490<\/td>\nFIGURE 12-8-1B-5\u2014TYPICAL MOUNTING TECHNIQUE FOR CEILING MATERIALS <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 12-10-1 EXITS
POWER-OPERATED EXIT DOORS STANDARD 12-10-1
STATE FIRE MARSHAL SCOPE
GENERAL <\/td>\n<\/tr>\n
493<\/td>\nSWINGING DOORS
SLIDING DOORS <\/td>\n<\/tr>\n
494<\/td>\nMARKING <\/td>\n<\/tr>\n
496<\/td>\nCHAPTER 12-10-2 EXITS
SINGLE-POINT LATCHING OR LOCKING DEVICES STANDARD 12-10-2
STATE FIRE MARSHAL SCOPE
INSTRUCTIONS
DESIGN <\/td>\n<\/tr>\n
497<\/td>\nCONSTRUCTION MATERIALS
ENDURANCE AND PERFORMANCE TEST PROCEDURES <\/td>\n<\/tr>\n
498<\/td>\nTHICKNESS OF COATINGS TESTS
MARKING <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 12-10-2-1 STATIC LOADING FIXTURE <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 12-10-2-2\u2014ENDURANCE LIFE TESTING APPARATUS <\/td>\n<\/tr>\n
502<\/td>\nCHAPTER 12-10-3 EXITS
EMERGENCY EXIT AND PANIC HARDWARE STANDARD 12-10-3
STATE FIRE MARSHAL SCOPE
INSTRUCTIONS
DESIGN
CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
503<\/td>\nENDURANCE AND PERFORMANCE TESTS
EMERGENCY OPERATION TEST
MARKING <\/td>\n<\/tr>\n
504<\/td>\nCHAPTERS 12-11A AND 12-11B BUILDING AND FACILITY ACCESS SPECIFICATIONS
PRODUCT APPROVAL FOR DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES
SCOPE
DETECTABLE WARNING PRODUCTS
DIRECTIONAL SURFACES
INDEPENDENT ENTITY
TWO-YEAR APPROVAL
FEE
DISABILITY ACCESS ACCOUNT
DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES
SIGNIFICANT DEGRADATION
SELECTION OF INDEPENDENT ENTITY <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 12-12 RESERVED <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 12-13 STANDARDS FOR INSULATING MATERIAL (See Part 6, Title 24, CCR)
DEPARTMENT OF CONSUMER AFFAIRS BUREAU OF HOME FURNISHINGS AND THERMAL INSULATIONM ARTICLE 3. STANDARDS FOR INSULATING MATERIAL
APPLICATION AND SCOPE
DEFINITIONS <\/td>\n<\/tr>\n
509<\/td>\nQUALITY STANDARDS <\/td>\n<\/tr>\n
515<\/td>\nUREA FORMALDEHYDE FOAM INSULATION SAFETY NOTICE <\/td>\n<\/tr>\n
517<\/td>\nAPPROVAL OF TESTING LABORATORIES
CERTIFICATION <\/td>\n<\/tr>\n
518<\/td>\nQUALITY ASSURANCE
IDENTIFICATION
INSPECTIONS
PERFORMANCE TESTS
COSTS OF INSPECTION AND TESTING <\/td>\n<\/tr>\n
519<\/td>\nENFORCEMENT
RELEASE OF INFORMATION
LIABILITY
INSULATING EXISTING BUILDINGS
INTERPRETATION <\/td>\n<\/tr>\n
520<\/td>\nCHAPTER 12-16-1 ENGINEERING REGULATIONS\u2014QUALITY AND DESIGN OF THE MATERIALS OF CONSTRUCTION
STANDARD 12-16-1 CALIFORNIA STANDARD FOR EARTHQUAKE-ACTUATED AUTOMATIC GAS SHUTOFF SYSTEMS (See CCR Title 24, Part 2, Chapters 16 and 16A, and CCR Title 24, Part 5, Chapter 12)
DIVISION OF THE STATE ARCHITECT
DIVISION 1\u2014CONSTRUCTION SCOPE <\/td>\n<\/tr>\n
522<\/td>\nCHAPTER 12-16-2 ENGINEERING REGULATIONS\u2014QUALITY AND DESIGN OF THE MATERIALS OF CONSTRUCTION
STANDARD 12-16-2 CALIFORNIA STANDARD FOR RESIDENTIAL EXCESS FLOW ACTUATED AUTOMATIC GAS SHUTOFF VALVES (See CCR Title 24, Part 5, Chapter 12)
DIVISION OF THE STATE ARCHITECT
DIVISION 1\u2014CONSTRUCTION SCOPE <\/td>\n<\/tr>\n
524<\/td>\nCHAPTER 12-31C RADIATION SHIELDING STANDARDS
STANDARD 12-31C-1
DEPARTMENT OF HEALTH SERVICES
ALL HEALING ARTS X-RAY INSTALLATIONS <\/td>\n<\/tr>\n
526<\/td>\nCHAPTER 12-71 AIR FILTERS
AIR FILTERS STANDARD 12-71-1
STATE FIRE MARSHAL
DESCRIPTION OF TEST APPARATUS, METHOD AND CLASSIFICATION REQUIREMENTS FOR AIR FILTERS <\/td>\n<\/tr>\n
528<\/td>\nCHAPTER 12-72-1 PROTECTIVE SIGNALING SYSTEMS
PROTECTIVE SIGNALING SYSTEMS, STANDARD TEST PROCEDURES STANDARD 12-72-1
STATE FIRE MARSHAL SCOPE
TEST REPORTS <\/td>\n<\/tr>\n
529<\/td>\nGENERAL <\/td>\n<\/tr>\n
533<\/td>\nPERFORMANCE <\/td>\n<\/tr>\n
538<\/td>\nPRINTED WIRING BOARDS <\/td>\n<\/tr>\n
539<\/td>\nRELAYS FOR PROTECTIVE SIGNALING SERVICE <\/td>\n<\/tr>\n
540<\/td>\nTABLE 12-72-1A\u2014CAST-METAL ENCLOSURES
SEMICONDUCTOR TESTS
ELECTRICAL RATING <\/td>\n<\/tr>\n
541<\/td>\nTABLE 12-72-1B\u2014SHEET-METAL ENCLOSURES
TABLE 12-72-1C\u2014MINIMUM ACCEPTABLE SPACINGS IN INCHES
TABLE 12-72-1D\u2014ENDURANCE TEST <\/td>\n<\/tr>\n
542<\/td>\nCHAPTER 12-72-2 PROTECTIVE SIGNALING SYSTEMS
SINGLE- AND MULTIPLE-STATION FIRE ALARM DEVICES MECHANICALLY OPERATED TYPE STANDARD 12-72-2
STATE FIRE MARSHAL SCOPE
TEST REPORTS
GENERAL <\/td>\n<\/tr>\n
543<\/td>\nPERFORMANCE <\/td>\n<\/tr>\n
547<\/td>\nINSTRUCTIONS
MARKING
TESTING OVEN <\/td>\n<\/tr>\n
548<\/td>\nTABLE 12-72-2A\u2014TEMPERATURE CLASSIFICATIONS
TABLE 12-72-2B\u2014TEMPERATURE CLASSIFICATIONS <\/td>\n<\/tr>\n
549<\/td>\nFIGURE 12-72-2-1\u2014TIME-TEMPERATURE CURVE\u201415-FOOT SPACINGS
FIGURE 12-72-2-2\u2014FIRE-TEST LAYOUT <\/td>\n<\/tr>\n
550<\/td>\nFIGURE 12-72-2-3\u2014TEST OVEN <\/td>\n<\/tr>\n
552<\/td>\nCHAPTER 12-72-3 PROTECTIVE SIGNALING SYSTEMS
SMOKE DETECTORS, COMBUSTION PRODUCTS TYPE STANDARD 12-72-3
STATE FIRE MARSHAL SCOPE
TEST REPORTS <\/td>\n<\/tr>\n
553<\/td>\nGENERAL <\/td>\n<\/tr>\n
561<\/td>\nPERFORMANCE <\/td>\n<\/tr>\n
570<\/td>\nTESTS ON THERMOPLASTIC MATERIALS <\/td>\n<\/tr>\n
571<\/td>\nTABLE 12-72-3A\u2014CAST-METAL ENCLOSURES
TABLE 12-72-3B\u2014SHEET METAL ENCLOSURES <\/td>\n<\/tr>\n
572<\/td>\nTABLE 12-72-3C\u2014THICKNESS OF GLASS COVERS
TABLE 12-72-3D\u2014THICKNESS OF INSULATING MATERIAL
TABLE 12-72-3E\u2014MINIMUM SPACINGS <\/td>\n<\/tr>\n
573<\/td>\nTABLE 12-72-3F\u2014MAXIMUM TEMPERATURE RISES <\/td>\n<\/tr>\n
574<\/td>\nTABLE 12-72-3G\u2014OBSCURATION\u2014OPTICAL DENSITY CHART (Based on a 5-foot light beam) <\/td>\n<\/tr>\n
575<\/td>\nFIGURE 12-72-3-1\u2014SMOKE DETECTOR TEST CHAMBER
FIGURE 12-72-3-2\u2014FIRE TEST DETECTOR INSTALLATION <\/td>\n<\/tr>\n
576<\/td>\nFIGURE 12-72-3-3\u2014JARRING TEST <\/td>\n<\/tr>\n
578<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n
580<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
581<\/td>\nGENERAL CODE BUILDING VIBRANT, RESILIENT COMMUNITIES TOGETHER <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

County of Los Angeles Existing Building Code – Full Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2023<\/td>\n581<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":440962,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-440955","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\/440955","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\/440962"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=440955"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=440955"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=440955"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}