“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).

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1	2019 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2
2	2019 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2 TITLE PAGE
3	COPYRIGHT
4	PREFACE ACKNOWLEDGEMENTS
5	CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
6	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
7	CALIFORNIA MATRIX ADOPTION TABLES
12	EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE
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 NOTATIONS
39	SECTION 1603 CONSTRUCTION DOCUMENTS
40	SECTION 1604 GENERAL DESIGN REQUIREMENTS
41	TABLE 1604.3 DEFLECTION LIMITS
42	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
43	SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7
44	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 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22
45	SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
46	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
47	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
48	EQUATION 16-23
49	TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24 EQUATION 16-25
50	EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
51	SECTION 1608 SNOW LOADS
52	TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS
53	FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
54	FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
55	FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
56	FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
57	FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
58	FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
59	TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
60	EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS
61	EQUATION 16-34 SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS EQUATION 16-35
62	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS
63	[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
64	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
65	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
66	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
67	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA
68	SECTION 1613 EARTHQUAKE LOADS
69	EQUATION 16-36 EQUATION 16-37 TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a EQUATION 16-38 EQUATION 16-39
70	TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV a TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
71	FIGURE 1613.2.1(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)
72	FIGURE 1613.2.1(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)
73	FIGURE 1613.2.1(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)
74	FIGURE 1613.2.1(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)
75	FIGURE 1613.2.1(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)
76	FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
77	FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
78	FIGURE 1613.2.1(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)
79	FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
80	FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
81	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY
82	FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16-40 EQUATION 16-41
83	SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] EQUATION 3-1a EQUATION 3-2 EQUATION 3-3a EQUATION 3-3b EQUATION 3-4
89	TABLE 1224.4.11 ALLOWABLE RAIL DEFLECTION
90	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
92	CHAPTER 16A STRUCTURAL DESIGN SECTION 1601 A GENERAL SECTION 1602 ANOTATIONS SECTION 1603A CONSTRUCTION DOCUMENTS
94	SECTION 1604A GENERAL DESIGN REQUIREMENTS
95	TABLE 1604A.3 DEFLECTION LIMITS
96	TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS
97	TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
98	SECTION 1605A LOAD COMBINATIONS EQUATION 16A-1 EQUATION 16A-2
99	EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 16A-7 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
100	EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20 EQUAITON 16A-21 EQUATION 16A-22 EQUATION 3-1A EQUATION 3-2 EQUATION 3-3A EQUATION 3-3B EQUATION 3-4 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS
101	TABLE 1607A. 1MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
102	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
104	EQUATION 16A-23 TABLE 1607A.11.1 LIVE LOAD ELEMENT FACTOR, KLL
105	EQUATION 16A-24 EQUATION 16A-25 EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28
106	EQUATION 16A-29 EQUATION 16A-30 EQUATION 16A-31 EQUATION 16A-32
107	SECTION 1608A SNOW LOADS SECTION 1609A WIND LOADS
108	TABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
109	FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (p
110	FIGURE 1608A.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
111	EQUATION 16A-33 TABLE 1609A.3.1 WIND SPEED CONVERSIONS
112	FIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
113	FIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
114	FIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
115	FIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
116	EQUATION 16A-34 SECTION 1610A SOIL LATERAL LOADS
117	TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS EQUATION 16A-35
118	[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
119	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
120	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATE
121	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
122	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA
123	SECTION 1612A FLOOD LOADS SECTION 1613A EARTHQUAKE LOADS
124	EQUATION 16A-36 EQUATION 16A-37 EQUATION 16A-38 EQUATION 16A-39 TABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT FV a
125	SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A TSUNAMI LOADS SECTION 1616A STRUCTURAL INTEGRITY
126	EQUATION 16A-40 FIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
127	EQUATION 16A-41 SECTION 1617A MODIFICATIONS TO ASCE 7
128	EQUATION 12.12-1
136	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS
138	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
139	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
141	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
142	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
144	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
146	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
147	TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
153	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
154	SECTION 1709 PRECONSTRUCTION LOAD TESTS
156	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS
158	CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL SECTION 1702 ANEW MATERIALS SECTION 1703A APPROVALS
159	SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
161	SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS
163	TABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION
164	TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
165	TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
167	TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
168	TABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
173	SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A IN-SITU LOAD TESTS
174	SECTION 1709A PRECONSTRUCTION LOAD TESTS
176	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
178	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
182	SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1805 DAMPPROOFING AND WATERPROOFING
184	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
185	SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
186	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
187	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
188	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES
189	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
190	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
191	SECTION 1808 FOUNDATIONS
192	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
193	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
194	SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
195	SECTION 1810 DEEP FOUNDATIONS
198	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
200	EQUATION 18-4
202	EQUATION 18-5
203	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10
209	SECTION 1811 PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS [OSHPD 1R, 2 & 5] SECTION 1812 EARTH RETAINING SHORING [OSHPD 1R, 2 & 5]
212	SECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5]
214	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
216	CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801 AGENERAL SECTION 1802A DESIGN BASIS SECTION 1803A GEOTECHNICAL INVESTIGATIONS
219	SECTION 1804A EXCAVATION, GRADING AND FILL
220	SECTION 1805A DAMPPROOFING AND WATERPROOFING
222	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
223	EQUATION 18A-1 EQUATION 18A-2
224	EQUATION 18A-3 SECTION 1808A FOUNDATIONS
225	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
226	TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER
227	SECTION 1809A SHALLOW FOUNDATIONS
228	SECTION 1810A DEEP FOUNDATIONS
230	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
232	EQUATION 18A-4
234	EQUATION 18A-6 EQUATION 18A-7
235	EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10
240	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
241	SECTION 1812A EARTH RETAINING SHORING
244	SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT
246	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
248	CHAPTER 19 CONCRETE SECTION 1901 GENERAL
250	SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
251	SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
253	SECTION 1906 STRUCTURAL PLAIN CONCRETE
254	SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
255	SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
258	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
259	SECTION 1910 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES, INTERMEDIATE CARE FACILITIES, ACUTE PSYCHIATRIC AND NON-GAC BUILDINGS [OSHPD 1R, 2 & 5]
260	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1911 EXISTING CONCRETE STRUCTURES [OSHPD 1R, 2 & 5]
262	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
264	CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS
265	SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS SECTION 1905A MODIFICATIONS TO ACI 318
268	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1906A STRUCTURAL PLAIN CONCRETE SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A SHOTCRETE
270	SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
272	SECTION 1911A EXISTING CONCRETE STRUCTURES
274	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
276	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 TESTING AND INSPECTION
278	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
280	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS
281	SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
282	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
283	SECTION 2106 SEISMIC DESIGN
284	SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1
285	TABLE 2107.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
286	EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
287	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
289	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
290	SECTION 2113 MASONRY CHIMNEYS
293	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS 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
294	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY SECTION 2115 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
297	TABLE 2115.10.1 MINIMUM THICKNESS OF MASONRY WALLS
298	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
300	CHAPTER 21A MASONRY SECTION 2101A GENERAL SECTION 2102A NOTATIONS SECTION 2103A MASONRY CONSTRUCTION MATERIALS
301	TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104A CONSTRUCTION
304	SECTION 2105A QUALITY ASSURANCE
305	SECTION 2106A SEISMIC DESIGN
306	SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1 TABLE 2107A.4 MINIMUM THICKNESS OF MASONRY WALLS
307	SECTION 2108A STRENGTH DESIGN OF MASONRY SECTION 2109A EMPIRICAL DESIGN OF ADOBE MASONRY SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
309	FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
310	SECTION 2112A MASONRY HEATERS SECTION 2113A MASONRY CHIMNEYS
313	TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
314	TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114A DRY-STACK MASONRY
315	TABLE 2114A.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
316	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
318	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS
319	SECTION 2205 STRUCTURAL STEEL
320	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
321	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
322	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
323	SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
324	SECTION 2213 TESTING AND FIELD VERIFICATION [OSHPD 1R, 2 & 5]
326	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
328	CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203A PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS
329	SECTION 2205A STRUCTURAL STEEL
331	SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS
332	SECTION 2208A STEEL CABLE STRUCTURES SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
333	SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1
334	SECTION 2213A TESTING AND FIELD VERIFICATION
336	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
338	CHAPTER 23 WOOD SECTION 2301 GENERAL
339	SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
343	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
344	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
345	TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
346	TABLE 2304.8(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 SUPPORTSa
347	TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a
348	TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
350	TABLE 2304.10.1 FASTENING SCHEDULE
351	TABLE 2304.10.1—continued FASTENING SCHEDULE
352	TABLE 2304.10.1—continued FASTENING SCHEDULE
353	TABLE 2304.10.1—continued FASTENING SCHEDULE
354	TABLE 2304.10.1—continued FASTENING SCHEDULE
355	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
358	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2
359	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
360	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
361	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
362	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 OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
363	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
364	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 LOADING 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 ONLY
365	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
366	TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
368	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
369	TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
370	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
371	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
372	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
373	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
374	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
375	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
376	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
377	TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
378	FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
379	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
380	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
381	TABLE 2308.6.1a WALL BRACING REQUIREMENTS
382	TABLE 2308.6.3(1) BRACING METHODS
383	TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
384	TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as Indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) TABLE 2308.6.3(5) HARDBOARD SIDING
385	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
386	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
387	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION
388	FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
389	FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
390	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
392	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
393	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
394	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
395	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
396	TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
397	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
398	TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
399	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
400	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
401	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
402	TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
403	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
404	TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
405	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
406	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
407	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
408	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
409	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
410	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
411	TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
412	TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
414	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
416	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
417	TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1
418	EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11
419	EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
420	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
421	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
422	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
423	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] STRUCTURAL SEALANT GLAZING (SSG)
425	SECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS
428	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
430	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION
431	SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING
432	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
433	SECTION 2509 SHOWERS AND WATER CLOSETS
434	TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
435	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
436	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE
438	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
440	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
444	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
445	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
446	TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
447	TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b SECTION 2604 INTERIOR FINISH AND TRIM
448	SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
449	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
450	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
451	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
452	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
453	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
454	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
456	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
458	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
460	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
462	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
463	[P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
464	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
466	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
468	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES
470	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS
471	SECTION 3005 MACHINE ROOMS
472	SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
473	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
474	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
476	SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS
478	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION
480	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
481	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
483	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS
484	SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
486	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS
487	SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS
490	CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
492	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS
494	CHAPTER 31B [DPH] PUBLIC POOLS DIVISION 1 – GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
495	PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW
496	SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
497	SECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS
498	SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
499	SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS SECTION 3115B POOL LIGHTING
500	ANCILLARY FACILITIES SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE
501	SECTION 3120B REQUIRED SIGNS
502	SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME
503	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 SECTION 3130B DIATOMACEOUS EARTH FILTERS
504	SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS SECTION 3134B DISINFECTANT FEEDERS
505	FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1
506	FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2
507	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″
508	SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS
509	SECTION 3137B POOL FITTINGS SECTION 3138B SPA POOL SPECIAL REQUIREMENTS SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS
510	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 SECTION 3157B RESERVED SECTION 3158B RESERVED SECTION 3159B RESERVED DIVISION II – PUBLIC SWIMMING POOLS SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS
511	SECTION 3161B WADING POOLS SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
514	FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
515	FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
516	TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
517	TABLE 31B-7 FIGURE 31B-8 DEPTH MARKER LOCATIONS
518	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
520	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
522	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
524	CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES
526	CHAPTER 31E RESERVED
528	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
530	CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION
531	EQUATION 1-1 TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION
533	DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)
536	TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTION [2.2]
539	TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
540	TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
543	TABLE 31F-2-7A TABLE 31F-2-7B
544	TABLE 31F-2-7C
545	TABLE 31F-2-8 TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
546	FIGURE 31F-2-1
547	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
548	EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7
549	TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv
550	EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.2]
551	EQUATION 3-11 EQUATION 3-12 EQUATION 3-13
552	FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5] EQUATION 3-14
553	FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6]
554	TABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA EQUATION 3-15 EQUATION 3-16 EQUATION 3-17 EQUATION 3-18
555	EQUATION 3-19 EQUATION 3-20 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
556	TABLE 31F-3-8 SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE
557	TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS
560	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT
561	TABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2])
562	FIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE EQUATION 4-1 FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3]) EQUATION 4-2 EQUATION 4-3
563	EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10 EQUATION 4-11
564	EQUATION 4-12 EQUATION 4-13 EQUATION 4-14 EQUATION 4-15 FIGURE 31F-4-5 EFFECTIVE STIFFNESS FOR SUBSTITUTE STRUCTURE METHOD FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
565	EQUATION 4-16 FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS EQUATION 4-17 EQUATION 4-18 EQUATION 4-19 EQUATION 4-20 EQUATION 4-21 FIGURE 31F-4-8 P-Δ EFFECT
566	EQUATION 4-22
567	EQUATION 4-23
568	EQUATION 4-24 EQUATION 4-25 TABLE 31F-4-3 AMPLIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES FIGURE 31F-4-9 AMPLIFICATION FACTOR, ap [4.10] TABLE 31F-4-4 IMPORTANCE FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES TABLE 31F-4-5 RESPONSE MODIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES
569	EQUATION 4-26
571	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
572	FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4]
573	EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL
574	FIGURE 31F-5-5 BERTHING ENERGY CAPACITY TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION EQUATION 5-3
575	TABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4] EQUATION 5-4 TABLE 31F-5-4 ALLOWABLE WORKING LOADS
577	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES
579	FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8]
580	FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8]
582	DIVISION 7 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS EQUATION 7-1a EQUATION 7-1b EQUATION 7-1c EQUATION 7-2a EQUATION 7-2b EQUATION 7-2c EQUATION 7-3a EQUATION 7-3b EQUATION 7-3c
583	TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi) TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3])
584	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]
585	FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] EQUATION 7-4 EQUATION 7-5 EQUATION 7-6 EQUATION 7-7 TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5] EQUATION 7-8 EQUATION 7-9
586	TABLE 31F-7-5 LIMITS OF STRAIN EQUATION 7-10 FIGURE 31F-7-4 METHOD A − MOMENT CURVATURE ANALYSIS FIGURE 31F-7-5 METHOD B – MOMENT CURVATURE ANALYSIS [7.6] EQUATION 7-11 EQUATION 7-12
587	EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2])
588	FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM EQUATION 7-19 EQUATION 7-20 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM EQUATION 7-21 TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES [7.5]
589	TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS, εu EQUATION 7-22 EQUATION 7-23 FIGURE 31F-7-9 DEVELOPMENT LENGTH EQUATION 7-24 EQUATION 7-25 FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-26 EQUATION 7-27
590	FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY EQUATION 7-28 EQUATION 7-29 FIGURE 31F-7-12 JOINT ROTATION EQUATION 7-30 EQUATION 7-31 EQUATION 7-32 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
591	EQUATION 7-33 EQUATION 7-34 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
593	EQUATION 7-35 FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY EQUATION 7-36 EQUATION 7-37 EQUATION 7-38 EQUATION 7-39 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER EQUATION 7-40 EQUATION 7-41 EQUATION 7-42
597	DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
598	TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
599	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
601	DIVISION 9 SECTION 3109F PIPING AND PIPELINES
602	TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION
604	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
607	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
610	DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG
612	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
614	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
616	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
618	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
619	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
620	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
621	SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON
622	CHAPTER 34 RESERVED
624	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
625	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
626	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
627	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
628	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
629	AISC AISI ALI
630	AMCA ANSI
631	APA ASABE
632	ASCE/SEI ASME
633	ASSE ASTM
645	AWC AWCI
646	AWPA AWS BHMA CEN
647	CPA CPSC CSA CSSB
648	DASMA DOC DOL DOTn FEMA
649	FM GA HPVA ICC
650	ISO
651	MHI NAAMM NCMA NFPA
664	PCI
665	PTI RMI SBCA SDI SFM
666	SJI SPRI SRCC TIA
667	TMS TPI UBC UL
670	ULC
671	USC WCLIB WDMA WRI
672	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS [A] SECTION A102 REFERENCED STANDARDS
674	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
676	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS 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
677	SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
678	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
679	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
680	SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT SECTION D106 REFERENCED STANDARDS
682	APPENDIX E RESERVED
684	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING APPENDIX F RODENTPROOFING SECTION F101 GENERAL
686	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD-RESISTANT CONSTRUCTION APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY
687	SECTION G103 POWERS AND DUTIES
688	SECTION G104 PERMITS SECTION G105 VARIANCES
689	SECTION G201 DEFINITIONS SECTION G301 SUBDIVISIONS
690	SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS
691	SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
692	SECTION G1101 REFERENCED STANDARDS
694	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS
695	SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS
696	SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS
697	SECTION H112 PROJECTING SIGNS 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
698	SECTION H115 REFERENCED STANDARDS
700	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS
701	SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
702	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS
703	SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS
704	SECTION J107 FILLS FIGURE J107.3 BENCHING DETAILS SECTION J108 SETBACKS
705	FIGURE J108.1 DRAINAGE DIMENSIONS SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL
706	SECTION J111 REFERENCED STANDARDS
708	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX K – GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN 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
709	SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING
710	SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
711	SECTION K109 ALTERNATE MEANS OF PROTECTION
712	FIGURE K103.1
713	FIGURE K103.1
714	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
716	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS
718	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX N – REPLICABLE BUILDINGS APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS
719	SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN
720	SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN
722	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX O – EMERGENCY HOUSING APPENDIX O EMERGENCY HOUSING SECTION O101 GENERAL SECTION O102 DEFINITIONS
723	SECTION O103 EMERGENCY HOUSING SECTION O104 EMERGENCY SLEEPING CABINS
724	SECTION O105 EMERGENCY TRANSPORTABLE HOUSING UNITS SECTION O106 TENTS AND MEMBRANE STRUCTURES SECTION O107 ACCESSIBILITY SECTION O108 LOFTS IN EMERGENCY HOUSING
725	SECTION O109 LOCATION, MAINTENANCE AND IDENTIFICATION SECTION O110 EMERGENCY HOUSING FACILITIES
728	INDEX
770	HISTORY NOTE APPENDIX
772	HELPFUL TOOLS FOR YOUR CALIFORNIA BUILDING CODE
773	S.K. GHOSH ASSOCIATES


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Standard Title	California Building Code, Title 24, Part 2, Volume 2 (W/ ERRATA & SUPPLEMENT)
Published Code	CA
Publication Date	2019
Pages Count	773

CA BuildingCode Vol 2 2019

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