Name: CA City of LA Existing Building Code 2023 1stptg PDF - PDF Standards Store
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This package includes 2023 City of Los Angeles amendment pages for integration with the 2022 California Existing Building Code, Title (24, Parts 8,10 & 12).

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1	2022 CALIFORNIA EXISTING BUILDING CODE INCLUDING 2023 LOS ANGELES AMENDMENTS
2	2022 CALIFORNIA EXISTING BUILDING CODE INCLUDING 2023 LOS ANGELES AMENDMENTS
3	COPYRIGHT
4	LOS ANGELES CITY COUNCIL PLANNING AND LAND USE MANAGEMENT COMMITTEE BOARD OF DISABLED ACCESS APPEALS COMMISSIONERS
7	DEPARTMENT OF BUILDING SAFETY
8	EFFECTIVE USE OF THE CITY OF LOS ANGELES EXISTING BUILDING CODE
10	TABLE OF CONTENTS
14	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION
15	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLECHAPTER 1 – SCOPE AND ADMINISTRATION—continued
16	CHAPTER 1 SCOPE AND ADMINISTRATION DIVISION I CALIFORNIA ADMINISTRATION SECTION 1.1 GENERAL
19	SECTION 1.2 BUILDING STANDARDS COMMISSION
20	SECTION 1.3 BOARD OF STATE AND COMMUNITY CORRECTIONS RESERVED SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS RESERVED SECTION 1.5 CALIFORNIA ENERGY COMMISSION RESERVED SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE RESERVED SECTION 1.7 DEPARTMENT OF PUBLIC HEALTH RESERVED SECTION 1.8 DEPARTMENT OF HOUSINGAND COMMUNITY DEVELOPMENT SECTION 1.8.2 AUTHORITY AND ABBREVIATIONS
21	SECTION 1.8.3 LOCAL ENFORCING AGENCY
22	SECTION 1.8.4 PERMITS, FEES, APPLICATIONS AND INSPECTIONS SECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT
23	SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS,TESTS AND METHODS OF CONSTRUCTION
24	SECTION 1.8.8 APPEALS BOARD SECTION 1.8.9 UNSAFE BUILDINGS OR STRUCTURES
25	SECTION 1.8.10 OTHER BUILDING REGULATIONS SECTION 1.9 DIVISION OF THE STATE ARCHITECT
27	SECTION 1.10 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
28	SECTION 1.11 OFFICE OF THE STATE FIRE MARSHAL
33	SECTION 1.12 STATE LIBRARIAN RESERVED SECTION 1.13 DEPARTMENT OF WATER RESOURCES RESERVED SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION RESERVED
34	DIVISION II SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS
35	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
37	SECTION 105 PERMITS
39	SECTION 106 CONSTRUCTION DOCUMENTS
40	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES
41	SECTION 109 INSPECTIONS
42	SECTION 110 CERTIFICATE OF OCCUPANCY SECTION 111 SERVICE UTILITIES
43	SECTION 112 MEANS OF APPEALS SECTION 113 VIOLATIONS SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT
44	SECTION 116 EMERGENCY MEASURES SECTION 117 DEMOLITION
46	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS
47	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 2 – DEFINITIONS—continued
48	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
54	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – PROVISIONS FOR ALL COMPLIANCE METHODS
56	CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION
57	SECTION 302 GENERAL PROVISIONS
58	SECTION 303 STORM SHELTERS SECTION 304 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
59	[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 SECTION 306 ACCESSIBILITY FOR EXISTING BUILDINGS(Not adopted by HCD or OSHPD)
62	SECTION 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 THEJURISDICTION OF OSHPD
64	SECTION 313 [SFM] EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES
66	SECTION 314 [SFM] EXISTING HIGH-RISE BUILDINGS
68	SECTION 315 [SFM] EXISTING GROUP I OCCUPANCIES
69	SECTION 316 [SFM] EXISTING GROUP L OCCUPANCIES SECTION 317 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
70	TABLE 316.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE 1 When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb)
71	TABLE 316.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE 1 When two units are given, values within parentheses are in pounds (lbs.)
72	TABLE 317.5 SEISMIC PERFORMANCE REQUIREMENTS 2, 3 BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY
73	SECTION 318 DEFINITIONS SECTION 319 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
76	SECTION 320 METHOD A SECTION 321 METHOD B
77	SECTION 322 PEER REVIEW REQUIREMENTS
78	SECTION 323 [DSA-SS, DSA-SS/CC] ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES
80	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3A – PROVISIONS FOR ALL COMPLIANCE METHODS [OSHPD 1]
82	CHAPTER 3A PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301A ADMINISTRATION SECTION 302A GENERAL PROVISIONS
83	SECTION 303A RESERVED SECTION 304A STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
87	SECTION 305A IN-SITU LOAD TESTS SECTION 306A ACCESSIBILITY FOR EXISTING BUILDINGS
88	SECTION 307A–309A RESERVED SECTION 310A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
89	SECTION 311A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
90	SECTION 312A REMOVAL OF HOSPITAL SPC AND FREE STANDING BUILDINGS FROM GENERAL ACUTE CARE SERVICE
92	SECTION 313A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
94	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – REPAIRS
96	CHAPTER 4 REPAIRS SECTION 401 GENERAL SECTION 402 BUILDING ELEMENTS AND MATERIALS SECTION 403 FIRE PROTECTION SECTION 404 MEANS OF EGRESS SECTION 405 STRUCTURAL
97	SECTION 406 ELECTRICAL
98	SECTION 407 MECHANICAL SECTION 408 PLUMBING
100	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4A – REPAIRS [OSHPD 1]
102	CHAPTER 4A REPAIRS SECTION 401A GENERAL SECTION 402A BUILDING ELEMENTS AND MATERIALS SECTION 403A FIRE PROTECTION SECTION 404A MEANS OF EGRESS SECTION 405A STRUCTURAL
104	SECTION 406A ELECTRICAL SECTION 407A MECHANICAL SECTION 408A PLUMBING
106	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – PRESCRIPTIVE COMPLIANCE METHOD
108	CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD SECTION 501 GENERAL
109	SECTION 502 ADDITIONS
110	SECTION 503 ALTERATIONS
112	SECTION 504 FIRE ESCAPES (NOT ADOPTED BY HCD) SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
113	SECTION 506 CHANGE OF OCCUPANCY
115	SECTION 507 HISTORIC BUILDINGS (NOT ADOPTED BY HCD)
116	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5A – PRESCRIPTIVE COMPLIANCE METHOD [OSHPD 1]
118	CHAPTER 5A PRESCRIPTIVE COMPLIANCE METHOD SECTION 501A GENERAL
119	SECTION 502A ADDITIONS
120	SECTION 503A ALTERATIONS
121	SECTION 504A RESERVED
122	SECTION 505A RESERVED SECTION 506A CHANGE OF OCCUPANCY SECTION 507A HISTORIC BUILDINGS
124	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – CLASSIFICATION OF WORK-NOT ADOPTED BY THE STATE OF CALIFORNIA (MAY BE AVAILABLE FOR ADOPTION BY LOCAL ORDINANCE. SEE SECTION 1.1.11.)
126	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – ALTERATIONS—LEVEL 1 NOT ADOPTED BY THE STATE OF CALIFORNIA CALIFORNIA (MAY BE AVAILABLE FOR ADOPTION BY LOCAL ORDINANCE. SEE SECTION 1.1.11.)
128	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – ALTERATIONS—LEVEL 2 NOT ADOPTED BY THE STATE OF CALIFORNIA CALIFORNIA (MAY BE AVAILABLE FOR ADOPTION BY LOCAL ORDINANCE. SEE SECTION 1.1.11.)
130	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – ALTERATIONS—LEVEL 3 NOT ADOPTED BY THE STATE OF CALIFORNIA (MAY BE AVAILABLE FOR ADOPTION BY LOCAL ORDINANCE. SEE SECTION 1.1.11.)
132	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – CHANGE OF OCCUPANCY NOT ADOPTED BY THE STATE OF CALIFORNIA CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – CHANGE OF OCCUPANCY NOT ADOPTED BY THE STATE OF CALIFORNIA (MAY BE AVAILABLE FOR ADOPTION BY LOCAL ORDINANCE. SEE SECTION 1.1.11.)
134	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11 – ADDITIONS NOT ADOPTED BY THE STATE OF CALIFORNIA(MAY BE AVAILABLE FOR ADOPTION BY LOCAL ORDINANCE. SEE SECTION 1.1.11.)
136	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – HISTORIC BUILDINGS NOT ADOPTED BY THE STATE OF CALIFORNIA(HISTORIC BUILDINGS AND STRUCTURES SHALL COMPLY WITH PART 8, TITLE 24, CALIFORNIA CODE OF REGULATIONS)
138	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 13 – PERFORMANCE COMPLIANCE METHODS NOT ADOPTED BY THE STATE OF CALIFORNIA (MAY BE AVAILABLE FOR ADOPTION BY LOCAL ORDINANCE. SEE SECTION 1.1.11.)
140	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – RELOCATED OR MOVED BUILDINGS
142	CHAPTER 14 RELOCATED OR MOVED BUILDINGS SECTION 1401 GENERAL SECTION 1402 REQUIREMENTS
144	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – CONSTRUCTION SAFEGUARDS
146	CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
147	SECTION 1502 PROTECTION OF ADJOINING PROPERTY
148	SECTION 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
149	SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
150	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – REFERENCED STANDARDS
152	CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME
153	ASTM ICC
154	NFPA
156	UL
158	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONSFOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
160	APPENDIX 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
161	[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A103 DEFINITIONS SECTION A104 SYMBOLS AND NOTATIONS
162	SECTION A105 GENERAL REQUIREMENTS
163	SECTION A106 MATERIALS REQUIREMENTS
164	EQUATION A1-1 EQUATION A1-2
165	SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS
166	[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS EQUATION A1-3 EQUATION A1-4 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
167	[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION SECTION A110 GENERAL PROCEDURE EQUATION A1-5
168	[BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS SECTION A111 SPECIAL PROCEDURE EQUATION A1-6
169	EQUATION A1-7 EQUATION A1-8 EQUATION A1-9 [BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
170	EQUATION 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
171	EQUATION A1-18 EQUATION A1-19 EQUATION A1-20 [BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
172	EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
173	[BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
174	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A2 – EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
176	CHAPTER 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
177	SECTION A206 ANALYSIS AND DESIGN
178	SECTION A207 MATERIALS OF CONSTRUCTION
180	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX ACHAPTER A3 – PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENINGOF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS
182	CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OFLIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS
183	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
184	[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
185	[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
186	[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
187	[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
188	[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
189	[BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM [BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
190	[BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION [BS] TABLE A304.3.1SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
191	[BS] FIGURE A304.3.1(1) SILL PLATE ANCHORING TO EXISTING FOUNDATIONa, b
192	[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b [BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
193	[BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING [BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b
194	[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
195	[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
196	[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
197	[BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
198	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A4 – EARTHQUAKE RISK REDUCTIONIN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
200	CHAPTER 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
202	SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
203	SECTION A405 MATERIALS OF CONSTRUCTION SECTION A406 CONSTRUCTION DOCUMENTS
204	SECTION A407 QUALITY CONTROL
206	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A5 – REFERENCED STANDARDS CHAPTER A5 REFERENCED STANDARDS SECTION A501 REFERENCED STANDARDS
207	TABLE A501.1 REFERENCED STANDARDS
208	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTSFOR EXISTING BUILDINGS AND FACILITIES
210	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
211	SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS [BE] TABLE B104.1 REFERENCED STANDARDS
212	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C CHAPTER C1 – GABLE END RETROFIT FOR HIGH-WIND AREAS
214	APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS SECTION C101 GENERAL SECTION C102 DEFINITIONS
215	SECTION C103 MATERIALS OF CONSTRUCTION [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
216	[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
217	SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE [BS] FIGURE C104.1BASIC GABLE END RETROFIT METHODOLOGY
218	[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
219	[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP [BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
220	[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
221	[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
223	[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)
224	[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
225	[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
226	[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
227	[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
228	[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
229	[BS] FIGURE C104.3.4 NAIL PLATE FASTENING
230	[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
231	[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
232	[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 WALL TO TOP OF THE WALL BELOW
234	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C CHAPTER C2 – ROOF DECK FASTENING FOR HIGH-WIND AREAS
236	CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
237	[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
238	CHAPTER C3 REFERENCED STANDARDS SECTION C301 REFERENCED STANDARDS [BS] TABLE C301.1 REFERENCED STANDARDS CHAPTER C3 REFERENCED STANDARDS SECTION C301 REFERENCED STANDARDS [BS] TABLE C301.1 REFERENCED STANDARDS
240	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D BOARD OF APPEALS
242	APPENDIX D BOARD OF APPEALS SECTION D101 GENERAL
244	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
246	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
247	1. FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
248	2. BUILDING EVALUATION
249	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
250	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
251	3. FINAL EVALUATION AND DESIGN SOLUTION
255	FIGURE DIAGRAMMATIC ILLUSTRATION OF 10 RULES
257	FIGURE 3MODIFICATION DETAILS
258	4. SUMMARY
260	APPENDIX RESOURCE A TABLE OF CONTENTS
262	PURPOSE AND PROCEDURE
263	SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK
264	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
265	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
266	FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
267	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
268	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
269	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
270	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
271	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
272	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
273	FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
274	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
275	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
276	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
277	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
278	FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
279	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
280	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
281	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
282	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
283	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
284	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
285	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
286	FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
287	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
288	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
289	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
290	FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
291	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
292	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
293	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
294	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
295	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
296	FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
297	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
298	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
299	FIGURE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
300	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
301	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
302	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
303	FIGURE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
304	TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
305	TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
306	TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
307	TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
308	FIGURE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
309	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
310	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK.
311	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
312	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
313	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
314	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
315	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
316	TABLE 1.3.3 WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0″ TO LESS THAN 4″ THICK
317	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
318	FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
319	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
320	SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
321	FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
322	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
323	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
324	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
325	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
326	FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
327	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
328	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
329	FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″
330	TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
331	TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16″ TO LESS THAN 18″ TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20″ TO LESS THAN 22″
332	TABLE 2.2 ROUND CAST IRON COLUMNS
333	FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
334	TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″
335	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
336	FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
337	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
338	FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.1.4STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
339	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
340	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
341	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10″ TO LESS THAN 12″
342	FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
343	TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
344	FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
345	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
346	TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
347	TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
348	TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
349	TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
350	SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES— REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES— REINFORCED CONCRETE
351	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES— REINFORCED CONCRETE
352	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES— REINFORCED CONCRETE
353	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES— REINFORCED CONCRETE
354	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES— REINFORCED CONCRETE
355	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES— REINFORCED CONCRETE
356	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
357	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
358	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
359	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
360	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
361	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
362	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
363	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
364	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
365	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
366	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
367	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
368	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
369	SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
370	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
371	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
372	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
373	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
374	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16
375	TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10″ TO LESS THAN 12″ TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″
376	SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
377	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
378	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
379	BIBLIOGRAPHY
386	INDEX
392	HISTORY NOTE APPENDIX
394	CODE RESOURCES FROM ICC
395	S.K. GHOSH ASSOCIATES LLC, SEISMIC AND BUILDING CODE CONSULTING
396	2022 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 TITLE PAGE
397	COPYRIGHT
398	PREFACE ACKNOWLEDGMENTS
400	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
401	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
402	PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS
403	HISTORICAL PREFACE
404	TABLE OF CONTENTS
406	CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT
407	SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS
408	CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS
410	CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES
412	CHAPTER 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
413	SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS
414	CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOPE SECTION 8-502 GENERAL
415	SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS
416	CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES
417	SECTION 8-604 EQUIVALENT FACILITATION
418	CHAPTER 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
419	SECTION 8-706 LATERAL LOAD REGULATIONS
420	CHAPTER 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
421	SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON
422	TABLE8-8A STRENGTH VALUES FOR EXISTING MATERIALS SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING
423	TABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION
424	CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL
425	SECTION 8-903 PLUMBING
426	SECTION 8-904 ELECTRICAL
428	CHAPTER 8-10 QUALIFIED HISTORICAL DISTRICTS, SITES AND OPEN SPACES SECTION 8-1001 PURPOSE AND SCOPE SECTION 8-1002 APPLICATION SECTION 8-1003 SITE RELATIONS
430	APPENDIX A CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY
431	TABLE 1—PROVISION APPLICABILITY—continued
432	HISTORY NOTE APPENDIX
434	ICC DIGITAL CODES PREMIUM
435	ICC ASSESSMENT CENTER
436	2022 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 12 TITLE PAGE
437	COPYRIGHT
438	PREFACE ACKNOWLEDGMENTS
440	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
441	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
442	TABLE OF CONTENTS
444	PART 12 CROSS REFERENCE TABLE
446	CHAPTER 12-1 ADMINISTRATION
448	CHAPTER 12-3 RELEASING SYSTEMS FOR SECURITY BARS IN DWELLINGS INTRODUCTION SECTION 12-3-1 SCOPE SECTION 12-3-2 GENERAL
449	CONSTRUCTION SECTION 12-3-3 ASSEMBLY SECTION 12-3-4 MATERIALS
450	PERFORMANCE SECTION 12-3-5 TEST SETUP AND SAMPLE PREPARATION
451	SECTION 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
452	SECTION 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
454	CHAPTER 12-4A LABORATORY ANIMAL QUARTERS STANDARDS STANDARD 12-4A-1
456	CHAPTER 12-4-1 STAGE AND PLATFORMS SMOKE OR HEAT VENTILATORS STANDARD 12-4-1 STATE FIRE MARSHAL SMOKE OR HEAT VENTILATORS
458	CHAPTER 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
459	TEST SPECIMEN DURATION AND CONDUCT OF TESTS
460	TESTS OF BEARING WALLS AND PARTITIONS TESTS OF NONBEARING WALLS AND PARTITIONS TEST OF COLUMNS
461	ALTERNATE TEST OF PROTECTION FOR STRUCTURAL STEEL COLUMNS TESTS OF FLOORS AND ROOFS
462	TESTS OF LOADED RESTRAINED STRUCTURAL FRAME MEMBERS
464	TESTS 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
465	TABLE SFM 12-7-1A CONDITIONS FOR HOSE STREAM TEST
466	CHAPTER 12-7-2 FIRE-RESISTIVE STANDARDS
468	CHAPTER 12-7-3 FIRE-RESISTIVE STANDARDS FIRE TESTING FURNACES STANDARD 12-7-3 STATE FIRE MARSHAL SCOPE BURNERS AND FUEL TIME-TEMPERATURE CURVE
469	FURNACE CONTROL
470	TABLE 12-7-3A STANDARD TIME-TEMPERATURE CURVE FOR CONTROL OF FIRE TESTS CORRELATION
471	TABLE 12-7-3A—continued STANDARD TIME-TEMPERATURE CURVE FOR CONTROL OF FIRE TESTS
472	FIGURE 12-7-3-1 TIME TEMPERATURE CURVE
474	CHAPTER 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
475	CONDUCT OF TESTS TABLE 12-7-4A HOSE STREAM TEST
476	REPORT CONDITIONS OF ACCEPTANCE
477	MARKING
478	CHAPTER 12-7-5 FIRE-RESISTIVE STANDARDS INTERIOR FINISH OF DECORATIVE MATERIAL STANDARD 12-7-5 STATE FIRE MARSHAL SCOPE TEST SETUP AND PERFORMANCE
480	CHAPTER 12-7A MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE EXTERIOR WALL SIDING AND SHEATHING SFM STANDARD 12-7A-1
481	FIGURE 1. TEST FIGURE SCHEMATIC FIGURE 2. GAS BURNER IGNITION SOURCE
484	EXTERIOR WINDOWS SFM STANDARD 12-7A-2
485	FIGURE 1. SCHEMATIC OF THE WALL ASSEMBLY
486	HORIZONTAL PROJECTION UNDERSIDE SFM STANDARD 12-7A-3
487	FIGURE 1. EAVES TEST ASSEMBLY
488	DECKING SFM STANDARD 12-7A-4
490	FIGURE 1. DECK TEST ASSEMBLY (UNDER DECK-FLAME) FIGURE 2. DECK TEST ASSEMBLY (BURNING-BRAND)
491	DECKING ALTERNATE METHOD A SFM STANDARD 12-7A-4A
494	CHAPTER 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
495	REPORT TEST SAMPLES
496	SUMMARY OF METHOD AND HEAT SOURCE IGNITION SOURCE AND LOCATION COMPARTMENT DIMENSIONS AND CONSTRUCTION SPECIMEN MOUNTING AND TEST MATERIAL SIZE FIRE COMPARTMENT ENVIRONMENT
497	AMBIENT CONDITIONS IN TEST BUILDING AND FIRE COMPARTMENT SPECIMEN CONDITIONING INSTRUMENTATION
499	TABLE 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
500	FIGURE 12-8-1—TIME—MINUTES FIGURE 12-8-2—LOCATION OF HEAT FLUX METERS
501	FIGURE 12-8-3—ROOM THERMOCOUPLE LOCATIONS
502	FIGURE 12-8-4—SECTION VIEW OF ROOM TEST APPARATUS
503	FIGURE 12-8-5—PLAN VIEW OF CANOPY HOOD FIGURE 12-8-6—BIDIRECTIONAL PROBE
504	FIGURE 12-8-7—GAS BURNER
505	FIGURE 12-8-8—BURNER GAS FLOW CONTROL AND MEASUREMENT
506	APPENDIX 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
507	EQUATION 12 EQUATION 13 EQUATION 14 EQUATION 15 EQUATION 16 EQUATION 17 EQUATION 18 EQUATION 19 EQUATION 20
508	APPENDIX 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
509	FIGURE 12-8-1B-1—TYPICAL STEEL FRAME SUPPORT SYSTEM FIGURE 12-8-1B-2—MATERIAL FASTENING TECHNIQUE WALL COVERING MATERIAL
510	FIGURE 12-8-1B-3—TYPICAL MOUNTING TECHNIQUE FOR RIGID WALL MATERIALS
511	FIGURE 12-8-1B-4—TYPICAL MOUNTING TECHNIQUE FOR FLEXIBLE WALL MATERIALS
512	FIGURE 12-8-1B-5—TYPICAL MOUNTING TECHNIQUE FOR CEILING MATERIALS
514	CHAPTER 12-10-1 EXITS POWER-OPERATED EXIT DOORS STANDARD 12-10-1 STATE FIRE MARSHAL SCOPE GENERAL
515	SWINGING DOORS SLIDING DOORS
516	MARKING
518	CHAPTER 12-10-2 EXITS SINGLE-POINT LATCHING OR LOCKING DEVICES STANDARD 12-10-2 STATE FIRE MARSHAL SCOPE INSTRUCTIONS DESIGN
519	CONSTRUCTION MATERIALS ENDURANCE AND PERFORMANCE TEST PROCEDURES
520	THICKNESS OF COATINGS TESTS MARKING
521	FIGURE 12-10-2-1 STATIC LOADING FIXTURE
522	FIGURE 12-10-2-2—ENDURANCE LIFE TESTING APPARATUS
524	CHAPTER 12-10-3 EXITS EMERGENCY EXIT AND PANIC HARDWARE STANDARD 12-10-3 STATE FIRE MARSHAL SCOPE INSTRUCTIONS DESIGN CONSTRUCTION MATERIALS
525	ENDURANCE AND PERFORMANCE TESTS EMERGENCY OPERATION TEST MARKING
526	CHAPTERS 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
528	CHAPTER 12-12 RESERVED
530	CHAPTER 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
531	QUALITY STANDARDS
537	UREA FORMALDEHYDE FOAM INSULATION SAFETY NOTICE
539	APPROVAL OF TESTING LABORATORIES CERTIFICATION
540	QUALITY ASSURANCE IDENTIFICATION INSPECTIONS PERFORMANCE TESTS COSTS OF INSPECTION AND TESTING
541	ENFORCEMENT RELEASE OF INFORMATION LIABILITY INSULATING EXISTING BUILDINGS INTERPRETATION
542	CHAPTER 12-16-1 ENGINEERING REGULATIONS—QUALITY 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—CONSTRUCTION SCOPE
544	CHAPTER 12-16-2 ENGINEERING REGULATIONS—QUALITY 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—CONSTRUCTION SCOPE
546	CHAPTER 12-31C RADIATION SHIELDING STANDARDS STANDARD 12-31C-1 DEPARTMENT OF HEALTH SERVICES ALL HEALING ARTS X-RAY INSTALLATIONS
548	CHAPTER 12-71 AIR FILTERS AIR FILTERS STANDARD 12-71-1 STATE FIRE MARSHAL DESCRIPTION OF TEST APPARATUS, METHOD AND CLASSIFICATION REQUIREMENTS FOR AIR FILTERS
550	CHAPTER 12-72-1 PROTECTIVE SIGNALING SYSTEMS PROTECTIVE SIGNALING SYSTEMS, STANDARD TEST PROCEDURES STANDARD 12-72-1 STATE FIRE MARSHAL SCOPE TEST REPORTS
551	GENERAL
555	PERFORMANCE
560	PRINTED WIRING BOARDS
561	RELAYS FOR PROTECTIVE SIGNALING SERVICE
562	TABLE 12-72-1A—CAST-METAL ENCLOSURES SEMICONDUCTOR TESTS ELECTRICAL RATING
563	TABLE 12-72-1B—SHEET-METAL ENCLOSURES TABLE 12-72-1C—MINIMUM ACCEPTABLE SPACINGS IN INCHES TABLE 12-72-1D—ENDURANCE TEST
564	CHAPTER 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
565	PERFORMANCE
569	INSTRUCTIONS MARKING TESTING OVEN
570	TABLE 12-72-2A—TEMPERATURE CLASSIFICATIONS TABLE 12-72-2B—TEMPERATURE CLASSIFICATIONS
571	FIGURE 12-72-2-1—TIME-TEMPERATURE CURVE—15-FOOT SPACINGS FIGURE 12-72-2-2—FIRE-TEST LAYOUT
572	FIGURE 12-72-2-3—TEST OVEN
574	CHAPTER 12-72-3 PROTECTIVE SIGNALING SYSTEMS SMOKE DETECTORS, COMBUSTION PRODUCTS TYPE STANDARD 12-72-3 STATE FIRE MARSHAL SCOPE TEST REPORTS
575	GENERAL
583	PERFORMANCE
592	TESTS ON THERMOPLASTIC MATERIALS
593	TABLE 12-72-3A—CAST-METAL ENCLOSURES TABLE 12-72-3B—SHEET METAL ENCLOSURES
594	TABLE 12-72-3C—THICKNESS OF GLASS COVERS TABLE 12-72-3D—THICKNESS OF INSULATING MATERIAL TABLE 12-72-3E—MINIMUM SPACINGS
595	TABLE 12-72-3F—MAXIMUM TEMPERATURE RISES
596	TABLE 12-72-3G—OBSCURATION—OPTICAL DENSITY CHART (Based on a 5-foot light beam)
597	FIGURE 12-72-3-1—SMOKE DETECTOR TEST CHAMBER FIGURE 12-72-3-2—FIRE TEST DETECTOR INSTALLATION
598	FIGURE 12-72-3-3—JARRING TEST
600	HISTORY NOTE APPENDIX
602	ICC DIGITAL CODES PREMIUM
603	GENERAL CODE BUILDING VIBRANT, RESILIENT COMMUNITIES TOGETHER


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Standard Title	City of Los Angeles Existing Building Code – Full Code
Published Code	CA
Publication Date	2023
Pages Count	603