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CA BuildingCode Vol1 07:2007 Edition

CA BuildingCode Vol1 07:2007 Edition

$148.42

California Building Code – Title 24 Part 2 Vol I & II, Part 7, Part 8, and Part 10

Published By Publication Date Number of Pages
CA 2007 735
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This is a fully integrated code based on the 2006 International Building Code. Part 2 now also includes Title 24, Part 8 (California Historical Building Code) and Title 24, Part 10 (California Existing Building Code). This code comes in a 2 volume set.

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PDF Pages PDF Title
1 2007 CALIFORNIA BUILDING CODE VOLUME 2 OF 2
2 COPYRIGHT Ā© 2007
3 PREFACE
5 CALIFORNIA CODE OF REGULATIONS, TITLE 24
7 EFFECTIVE USE OF THE IBC/CBC
17 HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGEAND CALIFORNIA AMENDMENTS
19 CALIFORNIA MATRIX ADOPTION TABLES
21 ORDINANCE
23 TABLE OF CONTENTS
35 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLECHAPTER 16 ā€“ STRUCTURAL DESIGN
37 CHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
38 SECTION 1603 CONSTRUCTION DOCUMENTS
39 SECTION 1604 GENERAL DESIGN REQUIREMENTS
40 TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
41 TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
42 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
Equation 16-15
43 Equation 16-16
Equation 16-17
Equation 16-18
Equation 16-19
Equation 16-20
Equation 16-21
Equation 16-22
Equation 16-23
SECTION 1606 DEAD LOADS
44 SECTION 1607 LIVE LOADS
TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS
45 TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg
46 TABLE 1607.1ā€”continuedMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg
47 Equation 16-24
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, K
Equation 16-25
Equation 16-26
48 Equation 16-27
Equation 16-28
Equation 16-29
Equation 16-30
Equation 16-31
Equation 16-32
Equation 16-33
49 SECTION 1608 SNOW LOADS
SECTION 1609 WIND LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
50 FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
51 FIGURE 1608.2ā€“continuedGROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
52 FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST)
53 FIGURE 1609ā€”continuedBASIC WIND SPEED (3-SECOND GUST)
54 FIGURE 1609ā€“continuedBASIC WIND SPEED (3-SECOND GUST)
55 FIGURE 1609ā€“continuedBASIC WIND SPEED (3-SECOND GUST)
56 FIGURE 1609ā€“continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE
57 TABLE 1609.1.2WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d
58 Equation 16-34
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa,
59 Equation 16-35
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS
Equation 16-36
60 TABLE 1610.1 SOIL LATERAL LOAD
SECTION 1612 FLOOD LOADS
62 SECTION 1613 EARTHQUAKE LOADS
63 Equation 16-37
Equation 16-38
TABLE 1613.5.2 SITE CLASS DEFINITIONS
64 Equation 16-39
Equation 16-40
TABLE 1613.5.3(1)VALUES OF SITE COEFFICIENT Faa
TABLE 1613.5.3(2)VALUES OF SITE COEFFICIENT FVa
TABLE 1613.5.5 SITE CLASSIFICATIONa
65 Equation 16-41
Equation 16-42
Equation 16-43
Equation 16-44
66 TABLE 1613.5.6(1)SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2)SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION
67 FIGURE 1613.5(1)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
68 FIGURE 1613.5(1)ā€”continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
69 FIGURE 1613.5(2)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
70 FIGURE 1613.5(2)ā€”continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
71 FIGURE 1613.5(3)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
72 FIGURE 1613.5(3)ā€”continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
73 FIGURE 1613.5(4)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
74 FIGURE 1613.5(4)ā€”continuedMAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
75 FIGURE 1613.5(5)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
76 FIGURE 1613.5(6)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
77 FIGURE 1613.5(7)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B
78 FIGURE 1613.5(8)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
79 FIGURE 1613.5(9)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
80 FIGURE 1613.5(10)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
81 FIGURE 1613.5(11)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
82 FIGURE 1613.5(12)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
83 FIGURE 1613.5(13)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS,ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
84 FIGURE 1613.5(14)MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
85 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLECHAPTER 16A ā€“ STRUCTURAL DESIGN
87 CHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS
89 SECTION 1603A CONSTRUCTION DOCUMENTS
90 SECTION 1604A GENERAL DESIGN REQUIREMENTS
TABLE 1604A.3 DEFLECTION LIMITSa,
92 TABLE 1604A.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
93 SECTION 1605A LOAD COMBINATIONS
Equation 16A-1
Equation 16A-2
Equation 16A-3
Equation 16 A-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
94 Equation 16A-16
Equation 16A-17
Equation 16A-18
Equation 16A-19
Equation 16A-20
Equation 16A-21
Equation 16A-22
Equation 16A-23
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS
95 TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg
96 TABLE 1607A.1ā€”continuedMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg
97 TABLE 1607A.6 UNIFORM AND CONCENTRATED LOADS
98 Equation 16A-24
TABLE 1607A.9.1LIVE LOAD ELEMENT FACTOR, KLL
Equation 16A-25
Equation 16A-26
99 Equation 16A-27
Equation 16A-28
Equation 16A-29
Equation 16A-30
Equation 16A-31
Equation 16A-32
Equation 16A-33
100 SECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS
101 SECTION 1609A WIND LOADS
FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
102 TABLE 1609A.1.2WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d
103 Equation 16A-34
TABLE 1609A.3.1 EQUIVALENT BASIC WIND SPEEDS a,
104 FIGURE 1609A BASIC WIND SPEED (3-SECOND GUST)
105 Equation 16A-35
SECTION 1610A SOIL LATERAL LOADS
SECTION 1611A RAIN LOADS
Equation 16A-36
106 SECTION 1612A FLOOD LOADS
TABLE 1610A.1 SOIL LATERAL LOAD
108 SECTION 1613A EARTHQUAKE LOADS
109 TABLE 1613A.5.2 SITE CLASS DEFINITIONS
110 Equation 16A-37
Equation 16A-38
Equation 16A-39
Equation 16A-40
TABLE 1613A.5.3(1)VALUES OF SITE COEFFICIENT F
TABLE 1613A.5.3(2)VALUES OF SITE COEFFICIENT F
111 Equation 16A-41
Equation 16A-42
Equation 16A-43
Equation 16A-44
TABLE 1613A.5.5 SITE CLASSIFICATIONa
112 SECTION 1614A MODIFICATIONS TO ASCE 7
119 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 17 ā€“ STRUCTURAL TESTS AND SPECIAL INSPECTIONS
121 CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
122 SECTION 1703 APPROVALS
SECTION 1704 SPECIAL INSPECTIONS
124 TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
125 TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
127 TABLE 1704.5.1 LEVEL 1 SPECIAL INSPECTION
128 TABLE 1704.5.3 LEVEL 2 SPECIAL INSPECTION
129 TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS TABLE
TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS
131 SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS
132 SECTION 1706 CONTRACTOR RESPONSIBILITY
SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
133 SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE
TABLE 1708.1.2 LEVEL 1 QUALITY ASSURANCE
TABLE 1708.1.4 LEVEL 2 QUALITY ASSURANCE
134 SECTION 1709 STRUCTURAL OBSERVATIONS
SECTION 1710 DESIGN STRENGTHS OF MATERIALS
SECTION 1711 ALTERNATIVE TEST PROCEDURE
SECTION 1712 TEST SAFE LOAD
135 SECTION 1713 IN-SITU LOAD TESTS
SECTION 1714 PRECONSTRUCTION LOAD TESTS
136 SECTION 1715 MATERIAL AND TEST STANDARDS
137 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLECHAPTER 17A ā€“ STRUCTURAL TESTS AND SPECIAL INSPECTIONS
139 CHAPTER 17A STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701A GENERAL
SECTION 1702A DEFINITIONS
140 SECTION 1703A APPROVALS
141 SECTION 1704A SPECIAL INSPECTIONS
143 TABLE 1704A.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
144 TABLE 1704A.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
147 TABLE 1704A.5.1 LEVEL 1 SPECIAL INSPECTION
148 TABLE 1704A.5.3 LEVEL 2 SPECIAL INSPECTION
TABLE 1704A.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS
149 TABLE 1704A.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS
150 TABLE 1704A.9 REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS
151 SECTION 1705A STATEMENT OF SPECIAL INSPECTIONS
152 SECTION 1706A CONTRACTOR RESPONSIBILITY
SECTION 1707A SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
153 SECTION 1708A STRUCTURAL TESTING FOR SEISMIC RESISTANCE
TABLE 1708A.1.2 LEVEL 1 QUALITY ASSURANCE
TABLE 1708.1.4 LEVEL 2 QUALITY ASSURANCE
154 SECTION 1709A STRUCTURAL OBSERVATIONS
SECTION 1710A DESIGN STRENGTHS OF MATERIALS
SECTION 1711A ALTERNATIVE TEST PROCEDURE
SECTION 1712A TEST SAFE LOAD
SECTION 1713A IN-SITU LOAD TESTS
155 SECTION 1714A PRECONSTRUCTION LOAD TESTS
156 SECTION 1715A MATERIAL AND TEST STANDARDS
157 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 18 ā€“ SOILS AND FOUNDATIONS
159 CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 FOUNDATION AND SOILS INVESTIGATIONS
162 SECTION 1803 EXCAVATION, GRADING AND FILL
163 SECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS
TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE
SECTION 1805 FOOTINGS AND FOUNDATIONS
164 FIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES
165 TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa,
166 TABLE 1805.5(1) PLAIN MASONRY FOUNDATION WALLSa,
167 TABLE 1805.5(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa,
168 TABLE 1805.5(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHESa,
169 TABLE 1805.5(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa,
170 TABLE 1805.5(5) CONCRETE FOUNDATION WALLSb, c
173 Equation 18-2
Equation 18-3
174 SECTION 1806 RETAINING WALLS
SECTION 1807 DAMPPROOFING AND WATERPROOFING
175 SECTION 1808 PIER AND PILE FOUNDATIONS
180 SECTION 1809 DRIVEN PILE FOUNDATIONS
181 Equation 18-4
182 Equation 18-5
Equation 18-6
Equation 18-7
Equation 18-8
Equation 18-9
Equation 18-10
183 SECTION 1810 CAST-IN-PLACE CONCRETE PILE FOUNDATIONS
187 SECTION 1811 COMPOSITE PILES
SECTION 1812 PIER FOUNDATIONS
189 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 18A ā€“ SOILS AND FOUNDATIONS
191 CHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A FOUNDATION AND SOILS INVESTIGATIONS
194 SECTION 1803A EXCAVATION, GRADING AND FILL
195 SECTION 1804A ALLOWABLE LOAD-BEARING VALUES OF SOILS
TABLE 1804A.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE
SECTION 1805A FOOTINGS AND FOUNDATIONS
196 FIGURE 1805A.3.1 FOUNDATION CLEARANCES FROM SLOPES
197 TABLE 1805A.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa,
198 Equation 18A-1
Equation 18A-2
Equation 18A-3
199 SECTION 1806A RETAINING WALLS AND CANTILEVER WALLS
200 SECTION 1807A DAMPPROOFING AND WATERPROOFING
201 SECTION 1808A PIER AND PILE FOUNDATIONS
206 SECTION 1809A DRIVEN PILE FOUNDATIONS
207 Equation 18A-4
Equation 18A-5
Equation 18A-6
Equation 18A-7
208 Equation 18A-8
Equation 18A-9
Equation 18A-10
209 SECTION 1810A CAST-IN-PLACE CONCRETE PILE FOUNDATIONS
212 SECTION 1811A COMPOSITE PILES
213 SECTION 1812A PIER FOUNDATIONS
215 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 19 ā€“ CONCRETE
217 CHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
218 TABLE 1904.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fā€™c at 28 days, psi)
FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b,
219 SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
220 SECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1908 MODIFICATIONS TO ACI 318
223 SECTION 1909 STRUCTURAL PLAIN CONCRETE
224 SECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1911 ANCHORAGE TO CONCRETEā€”ALLOWABLE STRESS DESIGN
Equation 19-1
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
225 SECTION 1912 ANCHORAGE TO CONCRETEā€”STRENGTH DESIGN
SECTION 1913 SHOTCRETE
226 SECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
229 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 19A ā€“ CONCRETE
231 CHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
232 SECTION 1904A DURABILITY REQUIREMENTS
233 TABLE 1904A.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f c
FIGURE 1904A.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c
234 SECTION 1905A CONCRETE QUALITY, MIXING AND PLACING
235 SECTION 1906A FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907A DETAILS OF REINFORCEMENT
236 SECTION 1908A MODIFICATIONS TO ACI 318
242 SECTION 1909A STRUCTURAL PLAIN CONCRETE
SECTION 1910A MINIMUM SLAB PROVISIONS
SECTION 1911A ANCHORAGE TO CONCRETEā€”ALLOWABLE STRESS DESIGN
Equation 19-1
243 TABLE 1911A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds
SECTION 1912A ANCHORAGE TO CONCRETEā€”STRENGTH DESIGN
SECTION 1913A SHOTCRETE
245 SECTION 1914A REINFORCED GYPSUM CONCRETE
SECTION 1915A CONCRETE-FILLED PIPE COLUMNS
SECTION 1916A CONCRETE TESTING
246 SECTION 1917A EXISTING CONCRETE STRUCTURES
247 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 20 ā€“ ALUMINUM
249 CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION
251 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLECHAPTER 21 ā€“ MASONRY
CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 21 ā€“ MASONRY
253 CHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS
257 SECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
258 TABLE 2103.8(1) MORTAR PROPORTIONS
TABLE 2103.8(2) MORTAR PROPERTIESa
259 TABLE 2103.12 GROUT PROPORTIONS BY VOLUME FORMASONRY CONSTRUCTION
260 SECTION 2104 CONSTRUCTION
263 SECTION 2105 QUALITY ASSURANCE
264 TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN
265 Equation 21-1
266 SECTION 2107 ALLOWABLE STRESS DESIGN
Equation 21-2
Equation 21-3
SECTION 2108STRENGTH DESIGN OF MASONRY
267 SECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1.2 DIAPHRAGM LENGTH-TO-WIDTH RATIOS
268 TABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONALAREA FOR DRY-STACKED, SURFACE-BONDEDCONCRETE MASONRY WALLS
TABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENT
269 TABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
270 TABLE 2109.5.3.1 FOUNDATION WALL CONSTRUCTION
272 TABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
273 SECTION 2110 GLASS UNIT MASONRY
274 FIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESISTANCE
275 SECTION 2111 MASONRY FIREPLACES
276 FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION
277 SECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS
280 FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
281 TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION
283 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 21A ā€“ MASONRY
285 CHAPTER 21A MASONRY
SECTION 2101A GENERAL
SECTION 2102A DEFINITIONS AND NOTATIONS
289 SECTION 2103A MASONRY CONSTRUCTION MATERIALS
290 TABLE 2103A.8(1) MORTAR PROPORTIONS
TABLE 2103A.8(2) MORTAR PROPERTIESa
291 TABLE 2103A.10 CERAMIC TILE MORTAR COMPOSITIONS
TABLE 2103A.12 GROUT PROPORTIONS BY VOLUME FORMASONRY CONSTRUCTION
292 SECTION 2104A CONSTRUCTION
297 SECTION 2105A QUALITY ASSURANCE
298 TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
299 SECTION 2106A SEISMIC DESIGN
301 SECTION 2107A ALLOWABLE STRESS DESIGN
302 TABLE 2107A.9 MINIMUM THICKNESS OF MASONRY WALLS a,b
Equation 21A-3
SECTION 2108A STRENGTH DESIGN OF MASONRY
SECTION 2109A EMPIRICAL DESIGN OF MASONRY
SECTION 2110A GLASS UNIT MASONRY
303 SECTION 2111A MASONRY FIREPLACES
304 FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION
305 SECTION 2112A MASONRY HEATERS
SECTION 2113A MASONRY CHIMNEYS
308 TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
309 TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES
FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION
SECTION 2114A NONBEARING WALLS
310 SECTION 2115A MASONRY SCREEN WALLS
311 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 22 ā€“ STEEL
313 CHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
314 SECTION 2206 STEEL JOISTS
SECTION 2207 STEEL CABLE STRUCTURES
315 SECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STE
SECTION 2210 COLD-FORMED STEELLIGHT-FRAMED CONSTRUCTION
317 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 22A ā€“ STEEL
319 CHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEELFOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS
320 SECTION 2205A STRUCTURAL STEEL
322 SECTION 2206A STEEL JOISTS
323 SECTION 2207A STEEL CABLE STRUCTURES
SECTION 2208A STEEL STORAGE RACKS
SECTION 2209A COLD-FORMED STEEL
SECTION 2210A COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION
SECTION 2211A [FOR DSA-SS]LIGHT MODULAR STEEL MOMENT FRAMES FORPUBLIC ELEMENTARY AND SECONDARYSCHOOLS, AND COMMUNITY COLLEGES
324 Equation 22A-1
SECTION 2212A TESTING
325 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 23 ā€“ WOOD
327 CHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
329 SECTION 2303 MINIMUM STANDARDS AND QUALITY
333 SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
334 TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa,b
335 TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVERTWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa,
336 TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVERTWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a,b
339 TABLE 2304.9.1 FASTENING SCHEDULE
340 TABLE 2304.9.1ā€”continuedFASTENING SCHEDULE
341 TABLE 2304.9.1ā€”continuedFASTENING SCHEDULE
343 SECTION 2305 GENERAL DESIGN REQUIREMENTS FORLATERAL-FORCE-RESISTING SYSTEMS
344 Equation 23-1
TABLE 2305.2.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGMDEFLECTION DUE TO FASTENER SLIP (Structural I)a,d
345 TABLE 2305.2.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
346 TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOSHORIZONTAL AND SLOPED DIAPHRAGM
FIGURE 2305.2.5(1) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING
348 TABLE 2305.3.4 MAXIMUM SHEAR WALL DIMENSION RATIOS
FIGURE 2305.3.5 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH R
349 TABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, Co
350 Equation 23-3
Equation 23-4
351 SECTION 2306 ALLOWABLE STRESS DESIGN
352 TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
TABLE 2306.2.1 WALL STUD BENDING STRESS INCREASE FACTORS
TABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE
353 TABLE 2306.3.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
354 TABLE 2306.3.1ā€”continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
355 TABLE 2306.3.1ā€”continuedALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
356 TABLE 2306.3.2 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h
358 TABLE 2306.4.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITHFRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l,m
359 TABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.4.4 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ONSHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa,b,c,d,e,f,g,h
360 TABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATHAND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES
361 SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
364 TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L/ = 360)
365 TABLE 2308.8(1)ā€”continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L/ = 360)
TABLE 2308.8(1)ā€”continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L/ = 360)
366 TABLE 2308.8(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360)
TABLE 2308.8(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360)
367 TABLE 2308.8(2)ā€”continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360)
TABLE 2308.8(2)ā€”continuedFLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360)
368 TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
TABLE 2308.9.1SIZE, HEIGHT AND SPACING OF WOOD STUDS
369 FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
FIGURE 2308.9.3BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
371 FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
FIGURE 2308.9.3.2ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
372 TABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2 )EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb(Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.9.3(1)BRACED WALL PANELSa
TABLE 2308.9.3(2)EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3)WOOD STRUCTURAL PANEL WALL SHEATHINGb(Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
373 TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING(Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING
TABLE 2308.9.3(4)ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING(Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5)HARDBOARD SIDING
374 TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.9.5HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
375 TABLE 2308.9.5ā€”continuedHEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.9.5ā€”continuedHEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
376 TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs
TABLE 2308.9.6HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
377 TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a,b,c,e,f,g,h
TABLE 2308.10.1REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
378 TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240)
TABLE 2308.10.2(1)CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240)
379 TABLE 2308.10.2(1)ā€”continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240)
TABLE 2308.10.2(1)ā€”continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240)
380 TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/ = 240)
TABLE 2308.10.2(2)CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/ = 240)
381 TABLE 2308.10.2(2)ā€”continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/ = 240)
382 TABLE 2308.10.3(1)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
TABLE 2308.10.3(1)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
383 TABLE 2308.10.3(1)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
TABLE 2308.10.3(1)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
384 TABLE 2308.10.3(2)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240)
TABLE 2308.10.3(2)RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240)
385 TABLE 2308.10.3(2)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240)
TABLE 2308.10.3(2)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240)
386 TABLE 2308.10.3(3)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
TABLE 2308.10.3(3)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
387 TABLE 2308.10.3(3)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
TABLE 2308.10.3(3)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
388 TABLE 2308.10.3(4)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
TABLE 2308.10.3(4)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
389 TABLE 2308.10.3(4)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
TABLE 2308.10.3(4)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180)
390 TABLE 2308.10.3(5)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
TABLE 2308.10.3(5)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
391 TABLE 2308.10.3(5)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
TABLE 2308.10.3(5)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
392 TABLE 2308.10.3(6)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
TABLE 2308.10.3(6)RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
393 TABLE 2308.10.3(6)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
TABLE 2308.10.3(6)ā€”continuedRAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/ = 240)
394 TABLE 2308.10.4.1RAFTER TIE CONNECTIONSg
TABLE 2308.10.4.1RAFTER TIE CONNECTIONSg
396 TABLE 2308.10.9ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.10.9ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
397 TABLE 2308.10.9ā€“continuedALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.10.9ā€“continuedALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
398 FIGURE 2308.11.3.2STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3OPENINGS IN HORIZONTAL DIAPHRAGMS
FIGURE 2308.11.3.2STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3OPENINGS IN HORIZONTAL DIAPHRAGMS
399 TABLE 2308.12.4WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E(Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
TABLE 2308.12.4WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E(Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
400 FIGURE 2308.12.6(1)BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(1)BRACED WALL PANELS OUT OF PLANE
401 FIGURE 2308.12.6(2)BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(2)BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3)FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4)ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
402 FIGURE 2308.12.6(5)BRACED WALL PANEL EXTENSION OVER OPENINGFIGURE 2308.12.6(6)PORTIONS OF FLOOR LEVEL OFFSET VERTICALLYFIGURE 2308.12.6(7)BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(6)PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7)BRACED WALL LINES NOT PERPENDICULAR
403 FIGURE 2308.12.6(8)OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
405 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 24 ā€“ GLASS AND GLAZING
407 CHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMICAND DEAD LOADS ON GLASS
408 Equation 24-1
Equation 24-2
TABLE 2403.2.1 [DSA-SS and OSHPD 1 and 4]MINIMUM GLAZING REQUIREMENTS
TABLE 2403.6 [DSA-SS and OSHPD 1 and 4]ADDITIONAL REQUIREMENTS FOR GLAZING MATERIALS
409 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
Equation 24-12
410 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
411 Equation 24-13
Equation 24-14
Equation 24-15
SECTION 2406 SAFETY GLAZING
TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING
412 TABLE 2406.1.5 [DSA-SS and OSHPD 1 and 4]IMPACT LOADSā€”GLAZING
413 SECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
414 SECTION 2409 GLASS IN ELEVATOR HOISTWAY
415 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 25 ā€“ GYPSUM BOARD AND PLASTER
417 CHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
418 SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
419 TABLE 2507.2LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
420 TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATERCLOSETS
SECTION 2510 LATHING AND FURRING FORCEMENT PLASTER (STUCCO)
421 SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER
422 TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER
425 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 26 ā€“ PLASTIC
427 CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION
430 FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM
431 SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
432 SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
433 SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
434 TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTINGPLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
435 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 27 ā€“ ELECTRICAL
437 CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702[F] EMERGENCY AND STANDBY POWER SYSTEMS
439 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 28 ā€“ MECHANICAL SYSTEMS
441 CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
SECTION 2802 [SFM]SPARK ARRESTERS
443 CHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
445 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 30 ā€“ ELEVATORS AND CONVEYING SYSTEMS
447 CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
448 SECTION 3003 EMERGENCY OPERATIONS
450 SECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS
451 SECTION 3006 MACHINE ROOMS
SECTION 3007 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS
453 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 31 ā€“ SPECIAL CONSTRUCTION
455 CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
456 SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
457 SECTION 3105 AWNINGS AND CANOPIES
458 SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 RADIO AND TELEVISION TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURESAND SAFETY DEVICES
463 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLECHAPTER 31B ā€“ PUBLIC SWIMMING POOLS
CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 31B ā€“ PUBLIC SWIMMING POOLS
465 CHAPTER 31B [DHS]PUBLIC SWIMMING POOLS
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS
466 SECTION 3103B SPECIAL POOL CLASSIFICATIONS
SECTION 3104B ACCESSIBILITY TO THE PHYSICALLYHANDICAPPED PERSON
SECTION 3105 BALTERNATE EQUIPMENT, MATERIALS ANDMETHODS OF CONSTRUCTION
SECTION 3106B POOL CONSTRUCTION
467 SECTION 3107B ADDITIONAL REQUIREMENTS FOR A TEMPORARYTRAINING POOL
SECTION 3108B POOL GEOMETRY
SECTION 3109B PERMANENT MARKINGS
468 FIGURE 31B-1ā€”DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm)
469 FIGURE 31B-2ā€”DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS
470 FIGURE 31B-3ā€”DEPTH AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS
471 SECTION 3110B STEPS, RECESSED STEPS, LADDERS ANDRECESSED STAIRS (TREADS)
SECTION 3111B HANDHOLDS
SECTION 3112B DIVING BOARDS
SECTION 3113B POOL DECKS
472 SECTION 3114B POOL LIGHTING
SECTION 3115B BATHHOUSE DRESSING,SHOWER AND TOILET FACILITIES
SECTION 3116B DRINKING FOUNTAINS
473 SECTION 3117B HOSE BIBBS
SECTION 3118B ENCLOSURE OF POOL A
SECTION 3119B SIGNS
474 FIGURE 31B-4-PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5-EFFECTIVE FENCING HEIGHT
475 SECTION 3120B INDOOR POOL VENTILATION
SECTION 3121B FOUNDATIONS FOR POOL EQUIPMENT
SECTION 3122B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3123B GENERAL REQUIRMENTS
476 SECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
477 SECTION 3129B RAPID SAND PRESSURE FILTERS
SECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CHEMICAL FEEDERS
478 SECTION 3133B DISINFECTANT FEEDERS
SECTION 3134B POOL FITTINGS
479 SECTION 3135B SPA POOL SPECIAL REQUIREMENTS
SECTION 3136B CLEANING SYSTEMS
SECTION 3137B WASTE WATER DISPOSAL
480 SECTION 3138B Reserved
SECTION 3139B Reserved
SECTION 3140B Reserved
SECTION 3141B Reserved
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
SECTION 3160B
481 SECTION 3161B
483 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE CHAPTER 31C ā€“ RADIATION
CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLECHAPTER 31C ā€“ RADIATION
485 CHAPTER 31C [DHS]RADIATION
SECTION 3101C SCOPE
SECTION 3102C RADIATION SHIELDING BARRIERS
SECTION 3103C MEDICAL RADIOGRAPHIC ANDPHOTOFLUOROGRAPHIC INSTALLATIONS
SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS
487 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 31D ā€“ FOOD ESTABLISHMENTS
489 CHAPTER 31D [DHS]FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDING AND STRUCTURES
491 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 31E ā€“ TENTS AND MEMBRANE STRUCTURES
493 CHAPTER 31E [SFM]TENTS AND MEMBRANE STRUCTURES
SECTION 3101E GENERAL PROVISIONS
SECTION 3102E DEFINITIONS
SECTION 3103E TENTS HAVING AN OCCUPANTLOAD OF 10 OR MORE
SECTION 3104E LOCATION OF TENTS
494 SECTION 3105E STRUCTURAL REQUIREMENTS
SECTION 3106E EXIT REQUIREMENTS
SECTION 3107E HEATING EQUIPMENT
SECTION 3108E MEMBRANE (AIR-SUPPORTED ANDAIR-INFLATED) STRUCTURES
SECTION 3109E ALTERNATIVE MEANS OF PROTECTION
495 TABLE 31E-A NUMBER AND WIDTH OF EXITS
497 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 31F ā€“ MARINE OIL TERMINALS
499 CHAPTER 31F [SLC] MARINE OIL TERMINALS
SECTION 3101 [SLC]- INTRODUCTION
500 SECTION 3102F-AUDIT AND INSPECTION
TABLE 31F-2-1 INTITIAL AUDIT REPORT SUBMISSION DEADLINE FOR EXISTING BERTHING SYSTEMS
TABLE 31F-2-2 MAXIMUM INTERVAL BETWEEN UNDERWATER AUDIT INSPECTIONS ( YEARS )
503 TABLE 31-F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT
TABLE 31F-2-4 SCOPE OF UNDERWATER INSPECTIONS
504 TABLE 31-F-2-5 CONDITION ASSESSMENT RATINGS ( CAR )
505 TABLE 31F-2-6 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES
506 TABLE 31F-2-7 STRUCTURAL FOLLOW-UP ACTIONS
507 TABLE 31F-2-8 POST-EVENT RATINGS AND REMEDIAL ACTIONS
509 FIGURE 31F-2-1
510 SECTION 3103F-STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
511 EQUATION 3-1
EQUATION 3-2
EQUATION 3-3
EQUATION 3-4
EQUATION 3-5
EQUATION 3-6
EQUATION 3-7
TABLE 31F-3-3 RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD ( 5% CRITICAL DAMPING)
512 TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD ( 5% CRITICAL DAMPING)
TABLE 31F-3-5 VALUES OF Fa
TABLE 31F-3-6 VALUES OF Fv
FIGURE 31F-3-1 RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETUN PERIOD ( 5% CRITICAL DAMPING)
FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD ( 5% CRITICAL DAMPING)
513 EQUATION 3-8
EQUATION 3-9
EQUATION 3-10
514 TABLE 31F-3-7
EQUATION 3-11
515 EQUATION 3-12
EQUATION 3-13
EQUATION 3-14
FIGURE 31F-3-3
516 FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR
517 TABLE 31F-3-8 TSUNAMI RUN-UP VALUES IN CALIFORNIA
EQUATION 3-15
EQUATION 3-16
EQUATION 3-17
EQUATION 3-18
EQUATION 3-19
518 EQUATION 3-20
TABLE 31F-3-9 BERTHING VELOCITY
TABLE 31F-3-10 SITE CONDITIONS
519 TABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS
TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS
520 TABLE 31F-3-14 SAFETY FACTORS FOR ROPES
TABLE 31F-3-15 ALLOWABLE WORKING LOADS
522 SECTION 3104F-SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
TABLE 31F-4-1 MOT RISK CLASSIFICATION
523 TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES
FIGURE 31F-4-2 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
524 EQUATION 4-1
EQUATION 4-2
EQUATION 4-3
FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY AND EFFECTIVE DAMPING
EQUATION 4-4
525 FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA
EQUATION 4-5
EQUATION 4-6
FIGURE 31F-4-5 EFFECTIVE STIFFNESS
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
526 EQUATION 4-7
EQUATION 4-8
EQUATION 4-9
EQUATION 4-10
EQUATION 4-11
EQUATION 4-12
EQUATION 4-13
EQUATION 4-14
FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS
527 FIGURE 31F-4-8 P EFFECT
528 SECTION 3105F-MOORING AND BERTHING ANAYSIS AND DESIGN
529 TABLE 31F-5-1 MOORING/BERTHING RISK CLASSIFICATION
FIGURE 31F-5-2 HORIZONTAL LINE ANGLES
FIGURE 31F-5-3 VERTICAL LINE ANGLES
EQUATION 5-1
FIGURE 31F-5-4 PASSING VESSEL
530 FIGURE 31F-5-5 BERTHING ENERGY CAPACITY
EQUATION 5-2
TABLE 31F-5-2 CONTACT LENGTH
531 TABLE 31F-5-3 COEFFICIENT OF FRICTION
533 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES
EQUATION 6-1
534 EQUATION 6-2
536 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS
537 TABLE 31F-7-2
TABLE 31F-7-3 EFFECTIVENESS ELASTIC STIFFNESS
538 FIGURE 31F-7-1 STRESS STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE
FIGURE 31F-7-2 STRESS STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL
FIGURE 31F-7-3 STRESS STAIN CURVE FOR PRESTRESSED STEEL
EQUATION 7-4
EQUATION 7-5
EQUATION 7-6
539 FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH
EQUATION 7-7
TABLE 31F-7-4 SUBGRADE MODULUS K
EQUATION 7-8
FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS
EQUATION 7-9
EQUATION 7-10
EQUATION 7-11
EQUATION 7-12
540 TABLE 31F-7-5 LIMITS OF STRAIN
EQUATION 7-13
EQUATION 7-14
EQUATION 7-15
EQUATION 7-16
EQUATION 7-17
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM
541 EQUATION 7-18
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
TABLE 31F-7-9 STRUCTURAL STEEL STRAIN LIMITS
542 EQUATION 7-21
EQUATION 7-22
FIGURE 31F-7-9 DEVELOPMENT LENGTH
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN
EQUATION 7-25
EQUATION 7-26
FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
543 EQUATION 7-27
EQUATION 7-28
FIGURE 31F-7-12 JOINT ROTATION
EQUATION 7-29
EQUATION 7-30
EQUATION 7-31
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
EQUATION 7-32
EQUATION 7-33
544 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
EQUATION 7-34
545 TABLE 31F-7-7 MODULES OF ELASTICITY ( E ) FOR TYPICAL TIMBER PILES
FIGURE 31F-7-15 ASSUMED IN GROUND FIXITY
EQUATION 7-35
EQUATION 7-36
EQUATION 7-37
EQUATION 7-38
EQUATION 7-39
TABLE 31F-7-8
546 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER
EQUATION 7-40
EQUATION 7-41
EQUATION 7-42
548 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION
EQUATION 8-1
549 TABLE 31F-8-4 CARGO LIQUID HAZARD CLASS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
550 TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS
552 SECTION 3109F PIPING AND PIPELINES
TABLE 3109F-9-1 COEFICIENTS OF STATIC FRICTION
554 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
557 SECTION 3111F ELECTRICAL SYSTEMS
559 CALIFORNIA BUILDING CODE-MATROX ADOPTION TABLE CHAPTER 32- ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
561 CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT OF WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
563 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 33 ā€“ SAFEGUARDS DURING CONSTRUCTION
565 CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
566 TABLE 3306.1 PROTECTION OF PEDESTRIANS
567 SECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 EXITS
SECTION 3311 STANDPIPES
568 SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
569 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 34 ā€“ EXISTING STRUCTURES
571 CHAPTER 34 EXISTING STRUCTURES
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS, ALTERATIONS OR REPAIRS
573 SECTION 3404 FIRE ESCAPES
SECTION 3405 GLASS REPLACEMENT
574 SECTION 3406 CHANGE OF OCCUPANCY
SECTION 3407 HISTORICAL BUILDINGS
SECTION 3408 MOVED STRUCTURES
SECTION 3409 Reserved
SECTION 3410 COMPLIANCE ALTERNATIVES
576 Equation 34-1
Equation 34-2
Equation 34-3
TABLE 3410.6.3 COMPARTMENTATION VALUES
577 TABLE 3410.6.4 SEPARATION VALUES
TABLE 3410.6.5 CORRIDOR WALL VALUES
578 Equation 34-4
TABLE 3410.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3410.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3410.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3410.6.9 FIRE ALARM SYSTEM VALUES
579 TABLE 3410.6.10 SMOKE CONTROL VALUES
TABLE 3410.6.11 MEANS OF EGRESS VALUES
580 TABLE 3410.6.12 DEAD-END VALUES
TABLE 3410.6.14 ELEVATOR CONTROL VALUES
TABLE 3410.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
581 TABLE 3410.6.16 MIXED OCCUPANCY VALUESa
TABLE 3410.6.17 SPRINKLER SYSTEM VALUES
TABLE 3410.6.18 INCIDENTAL USE AREA VALUESa
582 TABLE 3410.7 SUMMARY SHEETā€”BUILDING CODE
583 TABLE 3410.8 MANDATORY SAFETY SCORESa
TABLE 3410.9 EVALUATION FORMULASa
SECTION 3411 [SFM]EXISTING GROUP R-1 AND GROUP R-2OCCUPANCIES
586 SECTION 3412 [SFM]EXISTING HIGH-RISE BUILDINGS
588 SECTION 3413 [SFM]EXISTING GROUP I OCCUPANCIES
SECTION 3414 [SFM]EXISTING GROUP L OCCUPANCIES
589 SECTION 3415 EARTHQUAKE EVALUATION AND DESIGN FORRETROFIT OF EXISTING BUILDINGS
590 TABLE 3415.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND OCCUPANCY CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS ā€œSTATE-OWNEDā€Ā
591 SECTION 3416 DEFINITIONS
SECTION 3417 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
594 SECTION 3418 METHOD A
SECTION 3419 METHOD B
595 SECTION 3420 PEER REVIEW REQUIREMENTS
596 SECTION 3421 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS
597 CALIFORNIA BUILDING CODE- MATRIX ADOPTION TABLE CHAPTER 34A ā€“ EXISTING STRUCTURES
599 CHAPTER 34A EXISTING STRUCTURES
SECTION 3401A GENERAL
SECTION 3402A DEFINITIONS
600 SECTION 3403A ADDITIONS, ALTERATIONS OR REPAIRS
601 SECTION 3404A FIRE ESCAPES
602 SECTION 3405A GLASS REPLACEMENT
SECTION 3406A CHANGE OF OCCUPANCY
SECTION 3407A HISTORIC BUILDINGS
SECTION 3408A MOVED STRUCTURES
SECTION 3409A Reserved
SECTION 3410A COMPLIANCE ALTERNATIVES
604 Equation 34A-1
Equation 34A-2
Equation 34A-3
TABLE 3410A.6.3 COMPARTMENTATION VALUES
605 TABLE 3410A.6.4 SEPARATION VALUES
TABLE 3410A.6.5 CORRIDOR WALL VALUES
606 TABLE 3410A.6.6(1 )VERTICAL OPENING PROTECTION VALUE
TABLE 3410A.6.6(2) CONSTRUCTION-TYPE FACTOR
Equation 34A-4
TABLE 3410A.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3410A.6.9 FIRE ALARM SYSTEM VALUES
607 TABLE 3410A.6.10 SMOKE CONTROL VALUES
TABLE 3410A.6.11 MEANS OF EGRESS VALUES
608 TABLE 3410A.6.12 DEAD-END VALUES
TABLE 3410A.6.14 ELEVATOR CONTROL VALUES
TABLE 3410A.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
609 TABLE 3410A.6.16 MIXED OCCUPANCY VALUESa
TABLE 3410A.6.17 SPRINKLER SYSTEM VALUES
TABLE 3410A.6.18 INCIDENTAL USE AREA VALUESa
610 TABLE 3410A.7 SUMMARY SHEET ā€” BUILDING CODE
611 TABLE 3410A.8 MANDATORY SAFETY SCORESa
TABLE 3410A.9 EVALUATION FORMULASa
SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES
612 SECTION 3412A EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING HOSPITAL BUILDINGS
613 SECTION 3413A SEISMIC REHABILITATION OF BUILDINGS
616 SECTION 3414A PEER REVIEW REQUIREMENTS
617 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE CHAPTER 35 ā€“ REFERENCED STANDARDS
619 CHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI
620 AF&PA
AHA
AISC
AISI
621 AITC
ALI
ANSI
622 APA
ASAE
ASCE/SEI
623 ASME
ASTM
629 AWCI
AWPA
630 BHMA
CGSB
CSA
CPSC
631 CSSB
DASMA
DOC
DOL
DOTn
FEMA
632 FM
GA
HPVA
ICC
ISO
633 NAAMM
NCMA
NFPA
635 PCI
PTI
RMI
SFM
SJI
636 SPRI
TIA
TMS
TPI
UL
638 ULC
639 USC
WDMA
WRI
641 CALIFORNIA BUILDING CODE ā€“ MATRIX ADOPTION TABLE APPENDIX CHAPTER 1 ā€“ ADMINISTRATION
643 APPENDIX CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
644 SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
645 SECTION 105 PERMITS
647 SECTION 106 CONSTRUCTION DOCUMENTS
648 SECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
649 SECTION 109 INSPECTIONS
650 SECTION 110 CERTIFICATE OF OCCUPANCY
SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS
651 SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT
653 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE APPENDIX Aā€”EMPLOYEE QUALIFICATIONS(Not Adopted by State Agencies)
655 SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS
657 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE APPENDIX Bā€”BOARD OF APPEALS(Not Adopted by State Agencies)
659 APPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL
661 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE APPENDIX C ā€“ GROUP Uā€”AGRICULTURAL BUILDINGS
663 APPENDIX C GROUP Uā€”AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1ā€”BASIC ALLOWABLE AREA FOR A GROUP U,ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS
665 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE APPENDIX Dā€”FIRE DISTRICTS(Not Adopted by State Agencies)
667 APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS
668 SECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLYIN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
669 SECTION D106 REFERENCED STANDARDS
671 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE APPENDIX Eā€”RESERVED
673 APPENDIX E RESERVED
675 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE APPENDIX Fā€”RODENTPROOFING(Not Adopted by State Agencies)
677 APPENDIX F RODENTPROOFING
SECTION F101 GENERAL
679 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLE APPENDIX G ā€“ FLOOD-RESISTANT CONSTRUCTION(Not Adopted by State Agencies)
681 APPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES
682 SECTION G104 PERMITS
SECTION G105 VARIANCES
683 SECTION G106 DEFINITIONS
684 SECTION G107 SUBDIVISIONS
SECTION G108 SITE IMPROVEMENT
SECTION G109 MANUFACTURED HOMES
SECTION G110 RECREATIONAL VEHICLES
685 SECTION G111 TANKS
SECTION G112 OTHER BUILDING WORK
SECTION G113 REFERENCED STANDARDS
687 CALIFORNIA BUILDING CODEā€”MATRIX ADOPTION TABLEAPPENDIX H ā€“ SIGNS(Not Adopted by State Agencies)
689 APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION
690 SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
691 SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
692 SECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-ASIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-BTHICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS
693 CALIFORNIA BUILDING CODE- MATRIX ADOPTION TABLEAPPENDIX I – PATIO COVERS
695 APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR OPENINGS
SECTION I104 STRUCTURAL PROVISIONS
699 APPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS
700 SECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
FIGURE J107.3 BENCHING DETAILS
701 SECTION J107 FILLS
SECTION J108 SETBACKS
FIGURE J108.1DRAINAGE DIMENSIONS
SECTION J109 DRAINAGE AND TERRACING
702 SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS
703 INDEX

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