CA BuildingCode vol2 2013

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California Building Code, Title 24 Part 2, Volume 2 (W/ ERRATA & SUPPLEMENT)

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CA	2013	791

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Description

The California Building Code (CBC) contains general building design and construction requirements relating to fire and life safety, structural safety, and access compliance. CBC provisions provide minimum standards to safeguard life or limb, health, property, and public welfare by regulating and controlling the design, construction, quality of materials, use and occupancy, location, and maintenance of all buildings and structures and certain equipment. Matrix Adoption tables are provided at beginning of every chapter in Part 2 to indicate which chapters and sections are adopted by state agencies (for application to their respective occupancies). This 2-volume set is a fully integrated code based on the 2012 International Building Code®. The CBC includes: Title 24, Part 8 California Historical Building Code (CHBC): contains regulations of the State Historical Building Safety Board. Provisions contained in the CHBC provide for the preservation, restoration, rehabilitation, relocation, or reconstruction of buildings or structures designated as qualified historical buildings or properties. The CHBC contains alternative solutions for the preservation of qualified historical buildings or properties, to provide access for persons with disabilities, to provide a cost-effective approach to preservation, and to provide for the reasonable safety of the occupants or users. Title 24, Part 10 California Building Standards Commission (CBSC): adopts certain provisions of the International Existing Building Code, Appendix Chapter A1, Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings.

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PDF Pages	PDF Title
1	2013 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2
2	2013 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2 BASED ON THE 2012 INTERNATIONAL BUILDING CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE ACKNOWLEDGEMENTS
5	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
6	MARGINAL MARKINGS
8	EFFECTIVE USE OF THE IBC/CBC
18	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
20	CALIFORNIA MATRIX ADOPTION TABLES
22	TABLE OF CONTENTS
36	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
38	CHAPTER 16: STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS
39	SECTION 1603 CONSTRUCTION DOCUMENTS
40	SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITS
42	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES SECTION 1605 LOAD COMBINATIONS
43	EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16
44	EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
45	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCETRATED LIVE LOADS
46	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
48	EQUATION 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR EQUATION 16-24 EQUATION 16-25
49	EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
50	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS FOR ALASKAN LOCATIONS
51	FIGURE 1608.2 GROUND SNOW LOADS FOR THE UNITED STATES
52	FIGURE 1608.2-CONTINUED GROUND SNOW LOADS FOR THE UNITED STATES
53	SECTION 1609 WIND LOADS
54	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS
55	FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
56	FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS FOR RIS CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
57	FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
58	EQUATION 16-34
59	EQUATION 16-35
60	TABLE 1609.6.2 NET PRESSURE COEFFICIENTS
61	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
62	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
63	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C SECTION 1610 SOIL LATERAL LOADS
64	SECTION 1611 RAIN LOADS EQUATION 16-36 TABLE 1610.1 LATERAL SOIL LOAD
65	FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
66	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
67	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
68	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
69	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
70	SECTION 1612 FLOOD LOADS
71	SECTION 1613 EARTHQUAKE LOADS TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a
72	EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F v a TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
73	FIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
74	FIGURE 1613.3.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B
75	FIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
76	FIGURE 1613.3.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B
77	FIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
78	FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
79	FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
80	FIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5%OF CRITICAL DAMPING), SITE CLASS B
82	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY
83	FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
84	EQUATION 16-41 EQUATION 16-42 SECTION 1616 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
90	TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
92	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
94	CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS
95	SECTION 1603A CONSTRUCTION DOCUMENTS
96	SECTION 1604A GENERAL DESIGN REQUIREMENTS
97	TABLE 1604A.3 DEFLECTION LIMITSa, b, c, h, i
98	TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1,3,4
99	TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
100	SECTION 1605A LOAD COMBINATIONS EQUATION 16A-1 EQUATION 16A-2 EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 16A-7
101	EQUATION 16A-8 EQUATION 16A-9 EQUATION 16A-10 EQUATION 16A-11 EQUATION 16A-12 EQUATION 16A-13 EQUATION 16A-14 EQUATION 16A-15 EQUATION 16A-16 EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20
102	EQUATION 16A-21 EQUATION 16A-22 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS
104	TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
105	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS EQUATION 16A-22
106	TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR, K EQUATION 16A-24 EQUATION 16A-25
107	EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION 16A-30 EQUATION 16A-31 EQUATION 16A-32
108	SECTION 1608A SNOW LOADS SECTION 1609A WIND LOADS
109	FIGURE 1608.A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
110	FIGURE 1608.A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
111	TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
112	EQUATION 16A-33 TABLE 1609A.3.1 WIND SPEED CONVERSIONSa, b, c
113	FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
114	FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
115	FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
116	EQUATION 16A-34
117	EQUATION 16-35
118	TABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cneta, b
119	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
120	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
121	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b SECTION 1610A SOIL LATERAL LOADS SECTION 1611A RAIN LOADS EQUATION 16A-36
122	TABLE 1610A.1 LATERAL SOIL LOAD
123	FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
124	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
125	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
126	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
127	FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
128	SECTION 1612A FLOOD LOADS
129	SECTION 1613A EARTHQUAKE LOADS EQUATION 16A-37 EQUATION 16A-38
130	EQUATION 16A-39 EQUATION 16A-40 TABLE 1613A.3.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613A.3.3(2) VALUES OF SITE COEFFICIENT FV a
131	TABLE 1613A.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS TABLE 1613A.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A STRUCTURAL INTEGRITY
132	EQUATION 16A-41 FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
133	EQUATION 16A-42 SECTION 1616A MODIFICATIONS TO ASCE 7
134	EQUATION 12.12-1
140	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
142	CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
143	SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
145	SECTION 1705 REQUIRED VERIFICATION AND INSPECTION TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
146	TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
148	TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
149	TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
153	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 TEST SAFE LOAD SECTION 1709 IN-SITU LOAD TESTS
154	SECTION 1710 PRECONSTRUCTION LOAD TESTS
155	SECTION 1711 MATERIAL AND TEST STANDARDS
156	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
158	CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL SECTION 1702A DEFINITIONS
159	SECTION 1703A APPROVALS
160	SECTION 1704A SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
161	SECTION 1705A REQUIRED VERIFICATION AND INSPECTION
162	TABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
164	TABLE 1705A.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
166	TABLE 1705A.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
167	TABLE 1705A.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
172	SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A TEST SAFE LOAD SECTION 1709A IN-SITU LOAD TESTS SECTION 1710A PRECONSTRUCTION LOAD TESTS
173	SECTION 1711A MATERIAL AND TEST STANDARDS
176	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
178	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
181	SECTION 1804 EXCAVATION, GRADING AND FILL
182	SECTION 1805 DAMPPROOFING AND WATERPROOFING
183	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
184	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
185	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
186	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
187	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
188	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c
189	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
190	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
192	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT
193	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
194	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
195	SECTION 1810 DEEP FOUNDATIONS
197	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
199	EQUATION 18-4
201	EQUATION 18-5
202	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
208	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
210	CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS SECTION 1803A GEOTECHNICAL INVESTIGATIONS
213	SECTION 1804A EXCAVATION, GRADING AND FILL
214	SECTION 1805A DAMPPROOFING AND WATERPROOFING
216	SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
217	EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3
218	SECTION 1808A FOUNDATIONS
219	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
220	TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER
221	SECTION 1809A SHALLOW FOUNDATIONS SECTION 1810A DEEP FOUNDATIONS
224	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
226	EQUATION 18A-4
228	EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18-9 EQUATION 18-10
229	EQUATION 18A-11
234	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
236	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
237	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE — continued
238	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS
239	SECTION 1905 MODIFICATIONS TO ACI 318
240	TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE
243	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1
244	TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
245	SECTION 1910 SHOTCRETE
246	SECTION 1911 REINFORCED GYPSUM CONCRETE SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
247	SECTION 1913 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
252	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
254	CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
255	SECTION 1904A DURABILITY REQUIREMENTS
256	TABLE 1904A.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH FIGURE 1904A.2 WEATHERING PROBABILITY MAP FOR CONCRETE
257	SECTION 1905A MODIFICATIONS TO ACI 318
260	SECTION 1906A STRUCTURAL PLAIN CONCRETE SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19A-1 SECTION 1909A ANCHORAGE TO CONCRETE—STRENGTH DESIGN
261	TABLE 1908A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1910A SHOTCRETE
262	SECTION 1911A REINFORCED GYPSUM CONCRETE
263	SECTION 1912A CONCRETE-FILLED PIPE COLUMNS SECTION 1913A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
265	SECTION 1914A EXISTING CONCRETE STRUCTURES
266	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
268	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION
270	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
272	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
274	SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS
275	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
276	TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
277	SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN SECTION 2108 STRENGTH DESIGN OF MASONRY
278	SECTION 2109 EMPIRICAL DESIGN OF MASONRY TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2
279	TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
280	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
281	FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
282	SECTION 2112 MASONRY HEATERS
283	SECTION 2113 MASONRY CHIMNEYS
285	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
286	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
287	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
289	TABLE 2114.11.1 MINIMUM THICKNESS OF MASONRY WALLS1, 2 [DSA-SS/CC]
292	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
294	CHAPTER 21A MASONRY SECTION 2101A GENERAL
295	SECTION 2102A DEFINITIONS AND NOTATIONS
296	SECTION 2103A MASONRY CONSTRUCTION MATERIALS
297	TABLE 2103A.11 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104A CONSTRUCTION
300	SECTION 2105A QUALITY ASSURANCE
301	TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
302	SECTION 2106A SEISMIC DESIGN
303	SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1
304	TABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA. SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
306	FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS SECTION 2112A MASONRY HEATERS
307	SECTION 2113A MASONRY CHIMNEYS
310	TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
311	FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS SECTION 2114A NONBEARING WALLS SECTION 2115A MASONRY SCREEN WALLS
314	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
316	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
317	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
318	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
319	SECTION 2212 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
322	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
324	CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS
325	SECTION 2205A STRUCTURAL STEEL
326	SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS
327	SECTION 2208A STEEL CABLE STRUCTURES SECTION 2209A STEEL STORAGE RACKS
328	SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2212A [DSA-SS]LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES
329	EQUATION 22A-1 SECTION 2213A TESTING AND FIELD VERIFICATION
330	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
332	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
333	SECTION 2303 MINIMUM STANDARDS AND QUALITY
337	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
338	TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
339	TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
340	TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS TABLE 2304.7(4 )ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a
341	TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS
343	TABLE 2304.9.1 FASTENING SCHEDULE
344	TABLE 2304.9.1—continued FASTENING SCHEDULE
345	TABLE 2304.9.1—continued FASTENING SCHEDULE
348	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
349	EQUATION 23-1 TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP EQUATION 23-2
350	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN
351	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
352	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
353	TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
354	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb,
355	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
356	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e
357	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
360	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Î” = 360)
361	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Î” = 360)
362	TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Î” = 360)
363	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Î” = 360)
364	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
366	FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
368	TABLE 2308.9.3(1) BRACED WALL PANELSa TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
369	TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) TABLE 2308.9.3(5) HARDBOARD SIDING
370	FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
371	TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
372	TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
373	TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
374	TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
375	TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
376	TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
377	TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
378	TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
379	TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
380	TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
381	TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
382	TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
383	TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
384	TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
385	TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
386	TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
387	TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
388	TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
389	TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
390	TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
391	TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS
393	TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
394	TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
395	FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
396	FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
397	TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E
398	FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
399	FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
400	FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
402	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
404	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS
405	SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ONGLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8
406	EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
407	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15
408	SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
409	SECTION 2407 GLASS IN HANDRAILS AND GUARDS
410	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
411	SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING
414	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD AND PLASTER
416	CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
417	SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
418	SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
419	SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
420	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
421	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
422	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
424	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
427	FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM
428	SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
429	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
430	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
431	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
432	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER-REINFORCED POLYMER SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
434	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
436	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
438	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
440	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
442	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
443	TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
444	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
446	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
448	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES
449	SECTION 3003 EMERGENCY OPERATIONS
450	SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS
451	SECTION 3006 MACHINE ROOMS
452	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
453	FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
456	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION
458	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
459	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
460	SECTION 3105 AWNINGS AND CANOPIES
461	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
465	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES
468	CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
470	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC SWIMMING POOLS
472	CHAPTER 31B [DPH] PUBLIC POOLS DIVISION I—GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
473	PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW
474	SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
475	SECTION 3107 BALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION SECTION 3109B POOL GEOMETRY
476	SECTION 3110B PERMANENT MARKINGS SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
477	SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS SECTION 3115B POOL LIGHTING
478	ANCILLARY FACILITIES SECTION 3116B BATHHOUSE, DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE
479	SECTION 3120B REQUIRED SIGNS
480	SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE RECIRCULATION SYSTEM COMPONENTS SECTION 3123B GENERAL REQUIREMENTS
481	SECTION 3124B TURNOVER TIME SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS
482	SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS SECTION 3134B DISINFECTANT FEEDERS
483	SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS
484	SECTION 3137B POOL FITTINGS SECTION 3138B SPA POOL SPECIAL REQUIREMENTS
485	FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1
486	FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2
487	FIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH = 6 -0 TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6 -0
488	SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS SECTION 3141B WASTEWATER DISPOSAL SECTION 3142B RESERVED SECTION 3143B RESERVED SECTION 3144B RESERVED SECTION 3145B RESERVED SECTION 3146B RESERVED SECTION 3147B RESERVED SECTION 3148B RESERVED SECTION 3149B RESERVED SECTION 3150B RESERVED SECTION 3151B RESERVED SECTION 3152B RESERVED SECTION 3153B RESERVED SECTION 3154B RESERVED SECTION 3155B RESERVED SECTION 3156B RESERVED
489	SECTION 3157B RESERVED SECTION 3158B RESERVED SECTION 3159B RESERVED DIVISION II – PUBLIC SWIMMING POOLS SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS SECTION 3161B WADING POOLS
490	SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
493	FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
494	FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
495	TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
496	TABLE 31B-7
498	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
500	CHAPTER 31C [DPH]RADIATION SECTION 3101C SCOPE SECTION 3102C RADIATION SHIELDING BARRIERS SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS
502	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
504	CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES
506	CHAPTER 31E RESERVED
508	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
510	CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION 1 SECTION 3101F [SLC] INTRODUCTION
511	DIVISION 2 SECTION 3102F AUDIT AND INSPECTION
513	TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1
514	TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTIONS [2.2]
517	TABLE 31F-2-4 ASSESSMENT RATINGS
518	TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
520	TABLE 31F-2-7A TABLE 31F-2-7B
521	TABLE 31F-2-7C
522	TABLE 31F-2-8
523	FIGURE 31F-2-1
524	TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
525	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
526	FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing)
527	FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping)
528	TABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing) TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME,475 YEAR RETURN PERIOD (5% Critical Damping) TABLE 31F-3-5 VALUES OF Fa TABLE 31F-3-6 VALUES OF FV
529	TABLE 31F-3-7 [3.1] VALUES OF BS AND B1
532	FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12] FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13])
533	TABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec)IN THE SAN FRANCISCO BAY AREA [AFTER 3.24]
535	TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 TABLE 31F-3-10 SITE CONDITIONS TABLE 31F-3-11 BERTHING ANGLE
536	TABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]
537	TABLE 31F-3-14 SAFETY FACTORS FOR ROPES* TABLE 31F-3-15 ALLOWABLE WORKING LOADS
540	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS TABLE 31F-4-1 MOT RISK CLASSIFICATION
541	FIGURE 31F-4-2—SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES
542	FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, ,AND EFFECTIVE DAMPING
543	FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA FIGURE 31F-4-5 EFFECTIVE STIFFNESS FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
544	FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS [4.3]
545	FIGURE 31F-4-8 P-D EFFECT
547	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
548	FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES FIGURE 31F-5-4 PASSING VESSEL
549	FIGURE 31F-5-5 BERTHING ENERGY CAPACITY
550	TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION
552	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES
556	DIVISION 7 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS
557	TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS
558	TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1] FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]
559	FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH TABLE 31F-7-4 SUBGRADE MODULUS K
560	FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM
561	TABLE 31F-7-5 LIMITS OF STRAIN FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
562	FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS
563	FIGURE 31F-7-9 DEVELOPMENT LENGTH FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY FIGURE 31F-7-12 JOINT ROTATION
564	FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
566	TABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER
570	DIVISON 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
571	TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
572	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
574	DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION
577	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
581	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
584	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENT INTO PUBLIC RIGHT-OF-WAY
586	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
588	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
590	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
591	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
592	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES
593	SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
594	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES
595	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES—continued
596	CHAPTER 34 EXISTING STRUCTUR SECTION 3401 GENERAL
597	SECTION 3402 DEFINITIONS SECTION 3403 ADDITIONS
598	SECTION 3404 ALTERATIONS
599	SECTION 3405 REPAIRS
600	SECTION 3406 FIRE ESCAPES SECTION 3407 GLASS REPLACEMENT
601	SECTION 3408 CHANGE OF OCCUPANCY SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
603	TABLE 3411.8.5 RAMPS SECTION 3412 COMPLIANCE ALTERNATIVES
605	EQUATION 34-1 EQUATION 34-2 EQUATION 34-3 EQUATION 34-4
606	TABLE 3412.6.3 COMPARTMENTATION VALUES TABLE 3412.6.4 SEPARATION VALUES TABLE 3412.6.5 CORRIDOR WALL VALUES
607	EQUATION 34-5 TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
608	TABLE 3412.6.10 SMOKE CONTROL VALUES TABLE 3412.6.11 MEANS OF EGRESS VALUES
609	TABLE 3412.6.12 DEAD-END VALUES EQUATION 34-6 TABLE 3412.6.14 ELEVATOR CONTROL VALUES TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
610	TABLE 3412.6.16 MIXED OCCUPANCY VALUESa TABLE 3412.6.17 SPRINKLER SYSTEM VALUES 3412.6.18 STANDPIPE SYSTEM VALUES
611	TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
612	TABLE 3412.7 SUMMARY SHEET — BUILDING CODE
613	TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.9 EVALUATION FORMULASa SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
616	SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM]
618	SECTION 3415 EXISTING GROUP I OCCUPANCIES SECTION 3416 EXISTING GROUP L OCCUPANCIES
619	SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS
620	TABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1
621	TABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE1
622	TABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS “STATE-OWNED.” SECTION 3418 DEFINITIONS
623	SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
625	SECTION 3420 METHOD A
626	SECTION 3421 METHOD B SECTION 3422 PEER REVIEW REQUIREMENTS
627	SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES
628	SECTION 3424 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES AND INTERMEDIATE CARE FACILITIES [OSHPD 2]
630	CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES
632	CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL SECTION 3402A DEFINITIONS
633	SECTION 3403A ADDITIONS SECTION 3404A ALTERATIONS
634	SECTION 3405A REPAIRS
635	SECTION 3406A FIRE ESCAPES
636	SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY SECTION 3409A HISTORIC BUILDINGS SECTION 3410A MOVED STRUCTURES SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE
637	SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES
638	SECTION 3413A MODIFICATIONS TO ASCE 41
640	SECTION 3414A PEER REVIEW REQUIREMENTS
641	SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
643	SECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
644	SECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES
648	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
649	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
650	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
652	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
653	AF&PA AISC AISI
654	AITC ALI ANSI
655	APA APSP ASABE ASCE/SEI
656	ASME ASTM
662	AWCI
663	AWPA AWS BHMA CGSB CPA
664	CPSC CSA CSSB DASMA DOC
665	DOJ DOL DOTn EN FEMA
666	FM GA HPVA HUD ICC
667	ISO NAAMM NCMA NFPA
678	PCI PTI
679	SFM RMI SDI SJI SPRI
680	TIA TMS TPI UBC UL
682	ULC USC
683	WDMA WRI
684	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS
686	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS
688	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS
690	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
692	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS
694	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
696	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS
698	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
699	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
700	SECTION D106 REFERENCED STANDARDS
702	APPENDIX E RESERVED
704	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING
706	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
708	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD RESISTANT CONSTRUCTION
710	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES
711	SECTION G104 PERMITS SECTION G105 VARIANCES
712	SECTION G201 DEFINITIONS
713	SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES
714	SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
715	SECTION G1101 REFERENCED STANDARDS
716	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS
718	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION
719	SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
720	SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
721	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS
722	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS
724	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
726	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING
728	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS
729	SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS
732	SECTION J107 FILLS
733	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
734	SECTION J108 SETBACKS SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS
735	SECTION J112 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [DSA-SS & DSA-SS/CC]
736	APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN SECTION K101 SCOPE SECTION K102 DEFINITIONS
737	SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
738	FIGURE K103.1
739	FIGURE K103.1-continued
740	SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS SECTION K109 ALTERNATE MEANS OF PROTECTION
742	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION
744	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
746	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD
748	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS
750	INDEX
790	HISTORY NOTE APPENDIX