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2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code

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1	2020 CITY OF LOS ANGELES EXISTING BUILDING CODE BASED ON THE 2019 CEBC AND 2018 IEBC®
2	2020 CITY OF LOS ANGELES EXISTING BUILDING CODE BASED ON THE 2019 CEBC AND 2018 IEBC® TITLE PAGE
3	COPYRIGHT
4	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY OFFICES
6	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES
7	CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION STATEMENT
8	EFFECTIVE USE OF THE CITY OF LOS ANGELES EXISTING BUILDING CODE
9	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
10	TABLE OF CONTENTS
14	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 1 – SCOPE AND ADMINISTRATION
15	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 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 SECTION 1.4 DEPARTMENT OF CONSUMER AFFAIRS SECTION 1.5 CALIFORNIA ENERGY COMMISSION SECTION 1.6 DEPARTMENT OF FOOD AND AGRICULTURE SECTION 1.7 DEPARTMENT OF PUBLIC HEALTH SECTION 1.8 DEPARTMENT OF HOUSING AND 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
23	SECTION 1.8.5 RIGHT OF ENTRY FOR ENFORCEMENT SECTION 1.8.6 LOCAL MODIFICATION BY ORDINANCE OR REGULATION SECTION 1.8.7 ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION
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
32	SECTION 1.12 STATE LIBRARIAN SECTION 1.13 DEPARTMENT OF WATER RESOURCES SECTION 1.14 CALIFORNIA STATE LANDS COMMISSION
34	DIVISION II SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL
35	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
37	SECTION 105 PERMITS
38	SECTION 106 CONSTRUCTION DOCUMENTS
40	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES SECTION 109 INSPECTIONS
41	SECTION 110 CERTIFICATE OF OCCUPANCY
42	SECTION 111 SERVICE UTILITIES SECTION 112 BOARD OF APPEALS SECTION 113 VIOLATIONS
43	SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT SECTION 116 EMERGENCY MEASURES
44	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
52	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – PROVISIONS FOR ALL COMPLIANCE METHODS
53	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3 – PROVISIONS FOR ALL COMPLIANCE METHODS—continued
54	CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION
55	SECTION 302 GENERAL PROVISIONS
56	SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES [BS] TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
57	[BS] TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES SECTION 304 IN-SITU LOAD TESTS SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS (Not adopted by HCD)
58	TABLE 305.8.5 RAMPS
59	SECTION 306 RESERVED SECTION 307 [OSHPD 1R, 2, and 5] SERVICES/SYSTEMS AND UTILITIES SECTION 308 [OSHPD 1R, 2 and 5] MEANS OF EGRESS SECTION 309 [OSHPD 1R] REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES SECTIONS 310-312 RESERVED SECTION 313 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
62	SECTION 314 EXISTING HIGH-RISE BUILDINGS [SFM]
64	SECTION 315 EXISTING GROUP I OCCUPANCIES [SFM]
65	SECTION 316 EXISTING GROUP L OCCUPANCIES [SFM] SECTION 317 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
66	TABLE 316.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb)
67	TABLE 316.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE When two units are given, values within parentheses are in pounds (lbs.)
68	TABLE 317.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY SECTION 318 DEFINITIONS
69	SECTION 319 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
72	SECTION 320 METHOD A SECTION 321 METHOD B
73	SECTION 322 PEER REVIEW REQUIREMENTS
74	SECTION 323 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES [DSA-SS, DSA-SS/CC]
76	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 3A – PROVISIONS FOR ALL COMPLIANCE METHODS
78	CHAPTER 3A PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301A ADMINISTRATION SECTION 302A GENERAL PROVISIONS
79	SECTION 303A STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
82	SECTION 304A IN-SITU LOAD TESTS SECTION 305A ACCESSIBILITY FOR EXISTING BUILDINGS
83	TABLE 305A.8.5 RAMPS
85	SECTION 306A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS SECTION 307A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
86	SECTION 308A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
87	SECTION 309A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES
90	SECTION 310A HOSPITAL BUILDINGS REMOVED FROM GENERAL ACUTE CARE SERVICES
92	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4 – REPAIRS
94	CHAPTER 4 REPAIRS SECTION 401 GENERAL SECTION 402 BUILDING ELEMENTS AND MATERIALS SECTION 403 FIRE PROTECTION SECTION 404 MEANS OF EGRESS SECTION 405 STRUCTURAL
95	SECTION 406 ELECTRICAL SECTION 407 MECHANICAL
96	SECTION 408 PLUMBING
98	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 4A – REPAIRS
100	CHAPTER 4A REPAIRS SECTION 401A GENERAL SECTION 402A BUILDING ELEMENTS AND MATERIALS SECTION 403A FIRE PROTECTION SECTION 404A MEANS OF EGRESS SECTION 405A STRUCTURAL
101	SECTION 406A ELECTRICAL SECTION 407A MECHANICAL
102	SECTION 408A PLUMBING
104	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5 – PRESCRIPTIVE COMPLIANCE METHOD
106	CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD SECTION 501 GENERAL SECTION 502 ADDITIONS
108	SECTION 503 ALTERATIONS
110	SECTION 504 FIRE ESCAPES (NOT ADOPTED BY HCD) SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
111	SECTION 506 CHANGE OF OCCUPANCY
112	SECTION 507 HISTORIC BUILDINGS (NOT ADOPTED BY HCD) [OSHPD 1R, 2, 4 & 5] NOT ADOPTED BY OSHPD
114	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 5A – PRESCRIPTIVE COMPLIANCE METHOD [OSHPD 1]
116	CHAPTER 5A PRESCRIPTIVE COMPLIANCE METHOD SECTION 501A GENERAL
117	SECTION 502A ADDITIONS
118	SECTION 503A ALTERATIONS
119	SECTION 504A RESERVED SECTION 505A RESERVED SECTION 506A CHANGE OF OCCUPANCY
120	SECTION 507A HISTORIC BUILDINGS
122	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 6 – CLASSIFICATION OF WORK
124	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 7 – ALTERATIONS – LEVEL 1
126	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 8 – ALTERATIONS – LEVEL 2
128	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 9 – ALTERATIONS – LEVEL 3
130	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 10 – CHANGE OF OCCUPANCY
132	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 11 – ADDITIONS
134	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 12 – HISTORIC BUILDINGS
136	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 13 – PERFORMANCE COMPLIANCE METHODS
138	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 14 – RELOCATED OR MOVED BUILDINGS
140	CHAPTER 14 RELOCATED OR MOVED BUILDINGS SECTION 1401 GENERAL SECTION 1402 REQUIREMENTS
142	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 15 – CONSTRUCTION SAFEGUARDS
144	CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
145	SECTION 1502 PROTECTION OF ADJOINING PROPERTY SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
146	SECTION 1504 FIRE EXTINGUISHERS SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPES SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
148	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – REFERENCED STANDARDS
150	CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME
151	ASTM ICC
152	NFPA UL
154	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
156	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
157	[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A103 DEFINITIONS SECTION A104 SYMBOLS AND NOTATIONS
158	SECTION A105 GENERAL REQUIREMENTS
159	SECTION A106 MATERIALS REQUIREMENTS
160	EQUATION A1-1 EQUATION A1-2
161	SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS
162	[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS EQUATION A1-3 EQUATION A1-4 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
163	[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION SECTION A110 GENERAL PROCEDURE EQUATION A1-5
164	[BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS SECTION A111 SPECIAL PROCEDURE EQUATION A1-6
165	EQUATION A1-7 EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12 EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 [BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp
166	EQUATION A1-16 EQUATION A1-17 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-18 EQUATION A1-19 EQUATION A1-20 EQUATION A1-21 EQUATION A1-22 EQUATION A1-23
167	SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS [BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
168	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY [BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
169	[BS] FIGURE A111A.4.1 ACCEPTABLE DIAPHRAGM SPAN
170	[BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
172	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
174	CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201 PURPOSE SECTION A202 SCOPE SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS
175	SECTION A206 ANALYSIS AND DESIGN
176	SECTION A207 MATERIALS OF CONSTRUCTION
178	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A3 – PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
180	CHAPTER 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
181	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
184	[BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING [BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
185	[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
186	[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
187	[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
188	[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
189	[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
190	[BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
191	[BS] FIGURE A304.3.1(1) SILL PLATE ANCHORING TO EXISTING FOUNDATIONa
192	[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa
193	[BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS [BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING
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 REDUCTION IN 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 SECTION A405 MATERIALS OF CONSTRUCTION
203	SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A407 QUALITY CONTROL
204	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A CHAPTER A5 – REFERENCED STANDARDS CHAPTER A5 REFERENCED STANDARDS ASCE/SEI ASTM
205	ICC
206	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B CHAPTER B – SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
208	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
209	SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS
210	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C CHAPTER C1 – GABLE END RETROFIT FOR HIGH-WIND AREAS
212	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
213	SECTION C103 MATERIALS OF CONSTRUCTION [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
214	[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
215	[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
216	[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
217	[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
218	[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
219	[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
220	[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
222	[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
228	[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
229	[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
230	[BS] FIGURE C104.3.4 NAIL PLATE FASTENING
231	[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
232	[BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD
233	[BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD [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 SECTION C203 REFERENCED STANDARDS
237	[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
238	CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
240	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE
241	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
242	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
243	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
244	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
245	2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
246	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH HARMATHY’S TEN RULES
249	ILLUSTRATION OF HARMATHY’S RULES EXAMPLE APPLICATION OF HARMATHY’S RULES
250	3.3 “THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
251	FIGURE 3 MODIFICATION DETAILS
252	4 SUMMARY
254	APPENDIX RESOURCE A TABLE OF CONTENTS
256	PURPOSE AND PROCEDURE
257	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
258	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
259	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
260	FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
261	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
262	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
263	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
264	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
265	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
266	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
267	FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
268	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
269	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
270	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
271	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
272	FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
273	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
274	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
275	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
276	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
277	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
278	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
279	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
280	FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
281	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
282	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
283	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
284	FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
285	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
286	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
287	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
288	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
289	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
290	FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
291	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
292	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
293	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
294	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
295	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
296	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
297	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
298	TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
299	TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
300	TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
301	TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
302	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
303	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
304	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
305	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
306	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
307	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
308	TABLE 1.3.2—continued 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 1.3.3 WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0″ TO LESS THAN 4″ THICK
311	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
312	FIGURE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS
313	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
314	SECTION II – COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
315	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″
316	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
317	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
318	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
319	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
320	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″
321	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
322	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
323	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″
324	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″
325	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″
326	TABLE 2.2 ROUND CAST IRON COLUMNS
327	FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
328	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″
329	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
330	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″
331	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
332	FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
333	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
334	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
335	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
336	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″
337	TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
338	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″
339	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
340	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″
341	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″
342	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″
343	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″
344	SECTION III – FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
345	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
346	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
347	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
348	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
349	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
350	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
351	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
352	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
353	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
354	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
355	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
356	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
357	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
358	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
359	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
360	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
361	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
362	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
363	SECTION IV – BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
364	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
365	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
366	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
367	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
368	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
369	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″
370	SECTION V – DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
371	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
372	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
373	BIBLIOGRAPHY
380	INDEX
384	HISTORY NOTE APPENDIX
386	HELPFUL TOOLS FOR YOUR CALIFORNIA EXISTING BUILDING CODE
387	LADBS ACCEPTS ICC EVALUATION REPORTS CONTAINING LABC AND LARC SUPPLEMENTS
388	2019 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 TITLE PAGE
389	COPYRIGHT
390	PREFACE ACKNOWLEDGEMENTS
392	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
393	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
394	PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS
395	HISTORICAL PREFACE
396	TABLE OF CONTENTS
398	CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT
399	SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS
400	CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS
402	CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES
404	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
405	SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS
406	CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOP SECTION 8-502 GENERAL
407	SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS
408	CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES
409	SECTION 8-604 EQUIVALENT FACILITATION
410	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
411	SECTION 8-706 LATERAL LOAD REGULATIONS
412	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
413	SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON
414	SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING TABLE 8-8A STRENGTH VALUES FOR EXISTING MATERIALS
415	TABLE 8-8B STRENGTH VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION
416	CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL
417	SECTION 8-903 PLUMBING
418	SECTION 8-904 ELECTRICAL
420	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
422	APPENDIX A CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY
423	TABLE 1—PROVISION APPLICABILITY—continued
424	HISTORY NOTE APPENDIX
426	ICC PLAN REVIEWS
427	ICC premiumACCESS
428	2019 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 12 TITLE PAGE
429	COPYRIGHT
430	PREFACE ACKNOWLEDGEMENTS
432	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
433	HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE
434	TABLE OF CONTENTS
436	PART 12 CROSS REFERENCE TABLE
438	CHAPTER 12-1 ADMINISTRATION
440	CHAPTER 12-3 RELEASING SYSTEMS FOR SECURITY BARS IN DWELLINGS INTRODUCTION SECTION 12-3-1 SCOPE SECTION 12-3-2 GENERAL
441	CONSTRUCTION SECTION 12-3-3 ASSEMBLY SECTION 12-3-4 MATERIALS
442	PERFORMANCE SECTION 12-3-5 TEST SETUP AND SAMPLE PREPARATION
443	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
444	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
446	CHAPTER 12-4A LABORATORY ANIMAL QUARTERS STANDARDS STANDARD 12-4A-1
448	CHAPTER 12-4-1 STAGE AND PLATFORMS SMOKE OR HEAT VENTILATORS STANDARD 12-4-1 SMOKE OR HEAT VENTILATORS
450	CHAPTER 12-7-1 FIRE-RESISTIVE STANDARDS FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS STANDARD 12-7-1 SCOPE FIRE TESTING FURNACES AND CONTROL UNEXPOSED SURFACE TEMPERATURES CLASSIFICATION AS DETERMINED BY TEST
451	TEST SPECIMEN DURATION AND CONDUCT OF TESTS
452	TESTS OF BEARING WALLS AND PARTITIONS TESTS OF NONBEARING WALLS AND PARTITIONS TEST OF COLUMNS
453	ALTERNATE TEST OF PROTECTION FOR STRUCTURAL STEEL COLUMNS TESTS OF FLOORS AND ROOFS
454	TESTS OF LOADED RESTRAINED STRUCTURAL FRAME MEMBERS
456	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
457	TABLE SFM 12-7-1A CONDITIONS FOR HOSE STREAM TEST
458	CHAPTER 12-7-2 FIRE-RESISTIVE STANDARDS
460	CHAPTER 12-7-3 FIRE-RESISTIVE STANDARDS FIRE TESTING FURNACES STANDARD 12-7-3 SCOPE BURNERS AND FUEL TIME-TEMPERATURE CURVE
461	FURNACE CONTROL
462	TABLE 12-7-3A STANDARD TIME-TEMPERATURE CURVE FOR CONTROL OF FIRE TESTS CORRELATION
463	TABLE 12-7-3A—continued STANDARD TIME-TEMPERATURE CURVE FOR CONTROL OF FIRE TESTS
464	FIGURE 12-7-3-1 TIME TEMPERATURE CURVE
466	CHAPTER 12-7-4 FIRE-RESISTIVE STANDARDS FIRE DOOR ASSEMBLY TESTS STANDARD 12-7-4 SCOPE FIRE TESTING FURNACES AND CONTROL UNEXPOSED SURFACE TEMPERATURES TEST ASSEMBLIES
467	CONDUCT OF TESTS TABLE 12-7-4A HOSE STREAM TEST
468	REPORT CONDITIONS OF ACCEPTANCE
469	MARKING
470	CHAPTER 12-7-5 FIRE-RESISTIVE STANDARDS INTERIOR FINISH OF DECORATIVE MATERIAL STANDARD 12-7-5 SCOPE TEST SETUP AND PERFORMANCE
472	CHAPTER 12-7A MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE EXTERIOR WALL SIDING AND SHEATHING SFM STANDARD 12-7A-1
473	FIGURE 1. TEST FIGURE SCHEMATIC FIGURE 2. GAS BURNER IGNITION SOURCE
476	EXTERIOR WINDOWS SFM STANDARD 12-7A-2
477	FIGURE 1. SCHEMATIC OF THE WALL ASSEMBLY
478	HORIZONTAL PROJECTION UNDERSIDE SFM STANDARD 12-7A-3
479	FIGURE 1. EAVES TEST ASSEMBLY
480	DECKING SFM STANDARD 12-7A-4
482	FIGURE 1. DECK TEST ASSEMBLY (UNDER DECK-FLAME) FIGURE 2. DECK TEST ASSEMBLY (BURNING-BRAND)
483	DECKING ALTERNATE METHOD A SFM STANDARD 12-7A-4A
485	IGNITION-RESISTANT MATERIAL SFM STANDARD 12-7A-5
486	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.) SCOPE FIRE AND SMOKE MEASUREMENTS AND PHOTOGRAPHIC RECORD
487	REPORT TEST SAMPLES
488	SUMMARY OF METHOD AND HEAT SOURCE IGNITION SOURCE AND LOCATION COMPARTMENT DIMENSIONS AND CONSTRUCTION SPECIMEN MOUNTING AND TEST MATERIAL SIZE FIRE COMPARTMENT ENVIRONMENT
489	AMBIENT CONDITIONS IN TEST BUILDING AND FIRE COMPARTMENT SPECIMEN CONDITIONING INSTRUMENTATION
491	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
492	FIGURE 12-8-1—TIME—MINUTES FIGURE 12-8-2—LOCATION OF HEAT FLUX METERS
493	FIGURE 12-8-3—ROOM THERMOCOUPLE LOCATIONS
494	FIGURE 12-8-4—SECTION VIEW OF ROOM TEST APPARATUS
495	FIGURE 12-8-5—PLAN VIEW OF CANOPY HOOD FIGURE 12-8-6—BIDIRECTIONAL PROBE
496	FIGURE 12-8-7—GAS BURNER
497	FIGURE 12-8-8—BURNER GAS FLOW CONTROL AND MEASUREMENT
498	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
499	EQUATION 12 EQUATION 13 EQUATION 14 EQUATION 15 EQUATION 16 EQUATION 17 EQUATION 18 EQUATION 19 EQUATION 20
500	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
501	FIGURE 12-8-1B-1—TYPICAL STEEL FRAME SUPPORT SYSTEM FIGURE 12-8-1B-2—MATERIAL FASTENING TECHNIQUE WALL COVERING MATERIAL
502	FIGURE 12-8-1B-3—TYPICAL MOUNTING TECHNIQUE FOR RIGID WALL MATERIALS
503	FIGURE 12-8-1B-4—TYPICAL MOUNTING TECHNIQUE FOR FLEXIBLE WALL MATERIALS
504	FIGURE 12-8-1B-5—TYPICAL MOUNTING TECHNIQUE FOR CEILING MATERIALS
506	CHAPTER 12-10-1 EXITS POWER-OPERATED EXIT DOORS STANDARD 12-10-1 SCOPE GENERAL
507	SWINGING DOORS SLIDING DOORS
508	MARKING
510	CHAPTER 12-10-2 EXITS SINGLE-POINT LATCHING OR LOCKING DEVICES STANDARD 12-10-2 SCOPE INSTRUCTIONS DESIGN
511	CONSTRUCTION MATERIALS ENDURANCE AND PERFORMANCE TEST PROCEDURES
512	THICKNESS OF COATINGS TESTS MARKING
513	FIGURE 12-10-2-1—STATIC LOADING FIXTURE
514	FIGURE 12-10-2-2—ENDURANCE LIFE TESTING APPARATUS
516	CHAPTER 12-10-3 EXITS EMERGENCY EXIT AND PANIC HARDWARE STANDARD 12-10-3 SCOPE INSTRUCTIONS DESIGN CONSTRUCTION MATERIALS
517	ENDURANCE AND PERFORMANCE TESTS EMERGENCY OPERATION TEST MARKING
518	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
520	CHAPTER 12-12 RESERVED
522	CHAPTER 12-13 STANDARDS FOR INSULATING MATERIAL (See Part 6, Title 24, C.C.R.) ARTICLE 3 STANDARD FOR INSULATING MATERIAL APPLICATION AND SCOPE DEFINITIONS
523	QUALITY STANDARDS
529	UREA FORMALDEHYDE FOAM INSULATION SAFETY NOTICE
531	APPROVAL OF TESTING LABORATORIES CERTIFICATION
532	QUALITY ASSURANCE IDENTIFICATION INSPECTIONS PERFORMANCE TESTS COSTS OF INSPECTION AND TESTING
533	ENFORCEMENT RELEASE OF INFORMATION LIABILITY INSULATING EXISTING BUILDINGS INTERPRETATION
534	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 SECTION 12-16-101 SCOPE
536	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 SECTION 12-16-201 SCOPE
538	CHAPTER 12-31C RADIATION SHIELDING STANDARDS STANDARD 12-31C-1 ALL HEALING ARTS X-RAY INSTALLATIONS
540	CHAPTER 12-71 AIR FILTERS AIR FILTERS STANDARD 12-71-1 DESCRIPTION OF TEST APPARATUS, METHOD AND CLASSIFICATION REQUIREMENTS FOR AIR FILTERS
542	CHAPTER 12-72-1 PROTECTIVE SIGNALING SYSTEMS PROTECTIVE SIGNALING SYSTEMS, STANDARD TEST PROCEDURES STANDARD 12-72-1 SCOPE TEST REPORTS
543	GENERAL
547	PERFORMANCE
552	PRINTED WIRING BOARDS
553	RELAYS FOR PROTECTIVE SIGNALING SERVICE
554	TABLE 12-72-1A—CAST-METAL ENCLOSURES SEMICONDUCTOR TESTS ELECTRICAL RATING
555	TABLE 12-72-1B—SHEET-METAL ENCLOSURES TABLE 12-72-1C—MINIMUM ACCEPTABLE SPACINGS IN INCHES TABLE 12-72-1D—ENDURANCE TEST
556	CHAPTER 12-72-2 PROTECTIVE SIGNALING SYSTEMS SINGLE- AND MULTIPLE-STATION FIRE ALARM DEVICES MECHANICALLY OPERATED TYPE STANDARD 12-72-2 SCOPE TEST REPORT GENERAL
557	PERFORMANCE
561	INSTRUCTIONS MARKING TESTING OVEN
562	TABLE 12-72-2A —TEMPERATURE CLASSIFICATIONS TABLE 12-72-2B—TEMPERATURE CLASSIFICATIONS
563	FIGURE 12-72-2-1—TIME-TEMPERATURE CURVE—15-FOOT SPACINGS FIGURE 12-72-2-2—FIRE-TEST LAYOUT
564	FIGURE 12-72-2-3—TEST OVEN
566	CHAPTER 12-72-3 PROTECTIVE SIGNALING SYSTEMS SMOKE DETECTORS, COMBUSTION PRODUCTS TYPE STANDARD 12-72-3 SCOPE TEST REPORTS
567	GENERAL
575	PERFORMANCE
584	TESTS ON THERMOPLASTIC MATERIALS
585	TABLE 12-72-3A —CAST-METAL ENCLOSURES TABLE 12-72-3B—SHEET METAL ENCLOSURES
586	TABLE 12-72-3C—THICKNESS OF GLASS COVERS TABLE 12-72-3D—THICKNESS OF INSULATING MATERIAL TABLE 12-72-3E—MINIMUM SPACINGS
587	TABLE 12-72-3F—MAXIMUM TEMPERATURE RISES
588	TABLE 12-72-3G—OBSCURATION—OPTICAL DENSITY CHART (Based on a 5-foot light beam)
589	FIGURE 12-72-3-1—SMOKE DETECTOR TEST CHAMBER FIGURE 12-72-3-2—FIRE TEST DETECTOR INSTALLATION
590	FIGURE 12-72-3-3—JARRING TEST
592	HISTORY NOTE APPENDIX
594	ICC MEMBERSHIP
595	ICC ASSESSMENT CENTER


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Standard Title	City of Los Angeles Existing Building Code
Published Code	CA
Publication Date	2020
Pages Count	595

CA CityofLosAngeles Existing Building Code 2020.pdf

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