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 2015 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. Effective Date: January 1, 2017.

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1	2016 CALIFORNIA BUILDING CODE VOLUME 2 OF 2
2	2016 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
6	HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
7	CALIFORNIA MATRIX ADOPTION TABLE
9	MARGINAL MARKINGS CODE DEVELOPMENT COMMITTEE RESPONSIBILITIES (LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS)
11	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 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
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 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14
44	EQUATION 16-15 EQUATION 16-16 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, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
46	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, 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, K
49	EQUATION 16-24 EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31
50	EQUATION 16-32
51	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS
52	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
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) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
56	FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
57	FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
58	EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS
59	EQUATION 16-34
60	EQUATION 16-35 SECTION 1610 SOIL LATERAL LOADS
61	TABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cnet a, b
62	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
63	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
64	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b SECTION 1611 RAIN LOADS EQUATION 16-36 SECTION 1612 FLOOD LOADS
65	TABLE 1610.1 LATERAL SOIL LOAD
66	FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
67	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES SECTION 1613 EARTHQUAKE LOADS
68	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
69	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
70	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
71	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
72	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
73	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
74	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
75	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
76	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
77	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
78	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
79	EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a
80	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
81	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY
82	EQUATION 16-41 EQUATION 16-42 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
83	SECTION 1616 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
88	TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
90	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS
91	SECTION 1603A CONSTRUCTION DOCUMENTS
93	SECTION 1604A GENERAL DESIGN REQUIREMENTS TABLE 1604A.3 DEFLECTION LIMITS
94	TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS
95	TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
96	SECTION 1605A LOAD COMBINATIONS
97	EQUATION 16A-1 EQUATION 16A-2 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
98	EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20 EQUATION 16A-21 EQUATION 16A-22 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS
99	TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
100	TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE NOTES TABLE 1607A.1—continued
102	EQUATION 16A-23 TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR EQUATION 16A-24 EQUATION 16A-25
103	EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION16A-30 EQUATION 16A-31 EQUATION 16A-32
104	SECTION 1608A SNOW LOADS
105	FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
106	FIGURE 1608A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
107	SECTION 1609A WIND LOADS
108	TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16A-33
109	FIGURE 1609A.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
110	FIGURE 1609A.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
111	FIGURE 1609A.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
112	TABLE 1609A.3.1 WIND SPEED CONVERSIONS EQUATION 16A-34
113	EQUATION 16A-35
114	TABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cnet a, b
115	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
116	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
117	TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
118	SECTION 1610A SOIL LATERAL LOADS TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS EQUATION 16A-36
119	[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
120	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
121	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
122	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
123	[P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
124	SECTION 1612A FLOOD LOADS
125	SECTION 1613A EARTHQUAKE LOADS EQUATION 16A-37 EQUATION 16A-38
126	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
127	SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A STRUCTURAL INTEGRITY
128	EQUATION 16A-41 FIGURE 1615A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
129	EQUATION 16A-42 SECTION 1616A MODIFICATIONS TO ASCE 7
130	EQUATION 12.12-1
131	TABLE 1616A.1.17 COMPONENT IMPORTANCE FACTOR (IP)1 FOR FREESTANDING SKILLED NURSING AND ACUTE PSYCHIATRIC BUILDINGS
136	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
137	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
140	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
141	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
142	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
143	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
148	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
149	SECTION 1709 PRECONSTRUCTION LOAD TESTS
152	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL
153	SECTION 1702A DEFINITIONS SECTION 1703A APPROVALS
154	SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
156	SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS
158	TABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
159	TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
160	TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
161	TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
162	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
167	SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A IN-SITU LOAD TESTS
168	SECTION 1709A PRECONSTRUCTION LOAD TESTS
170	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
174	SECTION 1804 EXCAVATION, GRADING AND FILL
175	SECTION 1805 DAMPPROOFING AND WATERPROOFING
176	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
177	SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
178	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
179	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
180	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
181	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
182	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
183	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
185	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT
186	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
187	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
188	SECTION 1810 DEEP FOUNDATIONS
190	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
192	EQUATION 18-4
194	EQUATION 18-5
195	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
202	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS
203	SECTION 1803A GEOTECHNICAL INVESTIGATIONS
206	SECTION 1804A EXCAVATION, GRADING AND FILL SECTION 1805A DAMPPROOFING AND WATERPROOFING
208	SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
209	SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
210	EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3 SECTION 1808A FOUNDATIONS
211	FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
212	TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT
213	TABLE 1808A.8.2 MINIMUM CONCRETE COVER SECTION 1809A SHALLOW FOUNDATIONS
214	SECTION 1810A DEEP FOUNDATIONS
217	TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
218	EQUATION 18A-4
221	EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 EQUATION 18A-11
226	SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
227	SECTION 1812A EARTH RETAINING SHORING
230	SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT
232	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE
234	CHAPTER 19 CONCRETE SECTION 1901 GENERAL
236	SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
239	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
240	SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
243	TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
244	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE CHAPTER 19A CONCRETE SECTION 1901A GENERAL
245	SECTION 1902A DEFINITIONS SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS
246	SECTION 1905A MODIFICATIONS TO ACI 318
248	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
250	SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
252	SECTION 1911A EXISTING CONCRETE STRUCTURES
254	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION
256	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
257	SECTION 2103 MASONRY CONSTRUCTION MATERIALS
258	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
259	SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY
260	TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2 TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
261	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
263	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
264	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
267	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
268	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
269	SECTION 2114 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
271	TABLE 2114.8.1 MINIMUM THICKNESS OF MASONRY WALLS
272	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY CHAPTER 21A MASONRY SECTION 2101A GENERAL
273	SECTION 2102A DEFINITIONS AND NOTATIONS
274	SECTION 2103A MASONRY CONSTRUCTION MATERIALS TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS
275	SECTION 2104A CONSTRUCTION
277	SECTION 2105A QUALITY ASSURANCE
278	SECTION 2106A SEISMIC DESIGN
279	SECTION 2107A ALLOWABLE STRESS DESIGN TABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY
280	SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES
282	FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS SECTION 2112A MASONRY HEATERS
283	SECTION 2113A MASONRY CHIMNEYS
286	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.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS
287	FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
288	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
289	SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
290	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
291	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC]
294	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
295	SECTION 2204A CONNECTIONS SECTION 2205A STRUCTURAL STEEL
297	SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS
298	SECTION 2208A STEEL CABLE STRUCTURES
299	SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
300	SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1 SECTION 2213A TESTING AND FIELD VERIFICATION
302	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD CHAPTER 23 WOOD SECTION 2301 GENERAL
303	SECTION 2302 DEFINITIONS
304	SECTION 2303 MINIMUM STANDARDS AND QUALITY
308	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
310	TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
311	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 SUPPORTS TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
312	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, b
314	TABLE 2304.10.1 FASTENING SCHEDULE
315	TABLE 2304.10.1—continued FASTENING SCHEDULE
316	TABLE 2304.10.1—continued FASTENING SCHEDULE
317	TABLE 2304.10.1—continued FASTENING SCHEDULE
318	TABLE 2304.10.1—continued FASTENING SCHEDULE
320	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1
321	TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
322	EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN
323	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
324	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
325	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 LOADING
326	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
327	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
328	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
329	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 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
330	TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
332	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-Firb and required number of jack studs)
333	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-Firb and required number of jack studs) 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-Firb and required number of jack studs)
334	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
335	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
336	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
337	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
338	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
339	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
341	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
342	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
343	TABLE 2308.6.1a WALL BRACING REQUIREMENTS
344	TABLE 2308.6.3(1) BRACING METHODS
345	TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
346	TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) TABLE 2308.6.3(5) HARDBOARD SIDING
347	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
348	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
350	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
351	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
352	FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
354	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240)
355	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240)
356	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240)
357	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)
358	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
359	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)
360	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240)
361	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240)
362	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
363	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)
364	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
365	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
366	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240)
367	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240)
368	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240)
369	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240)
370	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
371	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
372	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
373	TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
374	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
375	TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4
376	EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
378	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
379	TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
380	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
381	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING (SSG)
384	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION
385	SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING
386	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
387	TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
388	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
389	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
390	SECTION 2514 REINFORCED GYPSUM CONCRETE
392	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
396	FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
397	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
398	TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2606 LIGHT-TRANSMITTING PLASTICS
399	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS
400	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
401	SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
402	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
403	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
404	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
406	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
408	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)
409	[P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
410	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
412	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL
413	SECTION 3002 HOISTWAY ENCLOSURES
414	SECTION 3003 EMERGENCY OPERATIONS
415	SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS
416	SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
417	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
418	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
420	SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS
422	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
424	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
425	SECTION 3105 AWNINGS AND CANOPIES
426	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
430	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 PHOTOVOLTAIC PANELS AND MODULES
432	CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
434	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS CHAPTER 31B [DPH] PUBLIC POOLS DIVISION I GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS
436	PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
437	SECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION
438	SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
439	SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS
440	SECTION 3115B POOL LIGHTING ANCILLARY FACILITIES SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS
441	SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE SECTION 3120B REQUIRED SIGNS
442	SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE
443	SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS
444	SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS
445	SECTION 3134B DISINFECTANT FEEDERS SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS
446	SECTION 3137B POOL FITTINGS
447	FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1
448	FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2
449	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
450	SECTION 3138B SPA POOL SPECIAL REQUIREMENTS 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
451	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 SECTION 3161B WADING POOLS
452	SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS
455	FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
456	FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
457	TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
458	TABLE 31B-7 FIGURE 31B-8 DEPTH MARKER LOCATIONS
460	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION 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
462	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES
464	CHAPTER 31E RESERVED
466	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION
467	EQUATION 1-1 TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION
469	DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)
472	TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
475	TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
476	TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
478	TABLE 31F-2-7A
479	TABLE 31F-2-7B TABLE 31F-2-7C
480	TABLE 31F-2-8
481	FIGURE 31F-2-1
482	TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
483	DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
484	EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7
485	TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv
486	EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.1]
487	EQUATION 3-11 EQUATION 3-12 EQUATION 3-13
488	FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.6] EQUATION 3-14
489	FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.7])
490	TABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA (AFTER [3.17]) EQUATION 3-15 EQUATION 3-16 EQUATION 3-17 EQUATION 3-18
491	EQUATION 3-19 EQUATION 3-20 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
492	TABLE 31F-3-8 SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE
493	TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.19] TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.19] TABLE 31F-3-12 SAFETY FACTORS FOR ROPES [3.7]
494	EQUATION 3-21 TABLE 31F-3-13 ALLOWABLE WORKING LOADS
497	DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT
498	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])
499	FIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3]) EQUATION 4-1 EQUATION 4-2
500	EQUATION 4-3 EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10
501	EQUATION 4-11 EQUATION 4-12 EQUATION 4-13 FIGURE 31F-4-5 RELATION BETWEEN DUCTILITY, μΔ, AND EFFECTIVE DAMPING, ξeff [4.5] FIGURE 31F-4-6 DESIGN DISPLACEMENT RESPONSE SPECTRA FIGURE 31F-4-7 EFFECTIVE LATERAL STIFFNESS (ADAPTED FROM [4.4])
502	FIGURE 31F-4-8 STIFFNESS FOR LINEAR MODAL ANALYSIS EQUATION 4-14 EQUATION 4-15 EQUATION 4-16 EQUATION 4-17 EQUATION 4-18 EQUATION 4-19
503	FIGURE 31F-4-9 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS FIGURE 31F-4-10 P-Δ EFFECT EQUATION 4-20
506	DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
507	FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL
508	FIGURE 31F-5-5 BERTHING ENERGY CAPACITY
509	TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION EQUATION 5-3
511	DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES
513	FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8]
514	FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8]
516	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
517	TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1 TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3])
518	TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED 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]
519	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 TABLE 31F-7-5 LIMITS OF STRAIN
520	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 EQUATION 7-13 EQUATION 7-14
521	EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
522	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 TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS EQUATION 7-22
523	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 FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
524	EQUATION 7-28 EQUATION 7-29 FIGURE 31F-7-11 JOINT ROTATION EQUATION 7-30 EQUATION 7-31 EQUATION 7-32 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE EQUATION 7-33 EQUATION 7-34
525	FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
526	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
527	EQUATION 7-37 EQUATION 7-38 EQUATION 7-39 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER EQUATION 7-40 EQUATION 7-41 EQUAITON 7-42
530	DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
531	TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
532	TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
534	DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION
537	DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
541	DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS
544	DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG
546	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO PUBLIC RIGHT-OF-WAY CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
548	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION
549	SECTION 3304 SITE WORK SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
550	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
551	SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
552	CHAPTER 34 RESERVED
554	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL
555	SECTION 3402A DEFINITIONS SECTION 3403A ADDITIONS
556	SECTION 3404A ALTERATIONS
557	SECTION 3405A REPAIRS
558	SECTION 3406A RESERVED SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY OR FUNCTION SECTION 3409A RESERVED 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 SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES
562	SECTION 3413A MODIFICATIONS TO ASCE 41
563	SECTION 3414A PEER REVIEW REQUIREMENTS
564	SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
565	SECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
566	SECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES
569	SECTION 3419A HOSPITAL BUILDINGS REMOVED FROM GENERAL ACUTE CARE SERVICES
572	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS
573	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
574	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
575	AISC AISI ALI
576	AMCA ANSI APA
577	APSP ASABE ASCE/SEI
578	ASME ASTM
585	AWC
586	AWCI AWPA AWS BHMA CEN
587	CGSB CPA CPSC CSA CSSB
588	DASMA DOC DOL DOTn FEMA
589	FM GA HPVA ICC
590	ISO MHI NAAMM NCMA
591	NFPA
603	PCI
604	PTI RMI SBCA SDI SFM
605	SJI SPRI TIA TMS TPI
606	UBC UL
608	ULC USC WCLIB
609	WDMA WRI
610	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS
612	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
614	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
615	SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
616	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
617	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
618	SECTION D106 REFERENCED STANDARDS
620	APPENDIX E RESERVED
622	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING APPENDIX F RODENTPROOFING SECTION F101 GENERAL
624	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD-RESISTANT CONSTRUCTION APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY
625	SECTION G103 POWERS AND DUTIES SECTION G104 PERMITS
626	SECTION G105 VARIANCES
627	SECTION G201 DEFINITIONS SECTION G301 SUBDIVISIONS
628	SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK
629	SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U SECTION G1101 REFERENCED STANDARDS
630	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS
631	SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS
632	SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
633	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
634	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 SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
636	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED
637	SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS
638	SECTION J108 SETBACKS SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS
639	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
640	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
641	SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING
642	SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
643	SECTION K109 ALTERNATE MEANS OF PROTECTION
644	FIGURE K103.1 N.T.S.
645	FIGURE K103.1 N.T.S.
646	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
648	CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS
650	INDEX
690	HISTORY NOTE APPENDIX

Published By	Publication Date	Number of Pages
CA	2016	691


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Standard Title	California Building Code, Title 24 Part 2, Volume 2 (W/ ERRATA & SUPPLEMENT)
Published Code	CA
Publication Date	2016
Pages Count	691

CA BuildingCode Vol 2 2016

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