{"id":110439,"date":"2024-10-18T15:54:06","date_gmt":"2024-10-18T15:54:06","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-buildingcode-vol2-2013\/"},"modified":"2024-10-24T21:57:20","modified_gmt":"2024-10-24T21:57:20","slug":"ca-buildingcode-vol2-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-buildingcode-vol2-2013\/","title":{"rendered":"CA BuildingCode vol2 2013"},"content":{"rendered":"

The California Building Code (CBC) contains general building design and construction requirements relating to fire and life safety, structural safety, and access compliance. CBC provisions provide minimum standards to safeguard life or limb, health, property, and public welfare by regulating and controlling the design, construction, quality of materials, use and occupancy, location, and maintenance of all buildings and structures and certain equipment. Matrix Adoption tables are provided at beginning of every chapter in Part 2 to indicate which chapters and sections are adopted by state agencies (for application to their respective occupancies). This 2-volume set is a fully integrated code based on the 2012 International Building Code\u00ae. 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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2013 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2 <\/td>\n<\/tr>\n
2<\/td>\n2013 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2 BASED ON THE 2012 INTERNATIONAL BUILDING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE
ACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
5<\/td>\nCALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST <\/td>\n<\/tr>\n
6<\/td>\nMARGINAL MARKINGS <\/td>\n<\/tr>\n
8<\/td>\nEFFECTIVE USE OF THE IBC\/CBC <\/td>\n<\/tr>\n
18<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
20<\/td>\nCALIFORNIA MATRIX ADOPTION TABLES <\/td>\n<\/tr>\n
22<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
36<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 16: STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
39<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
40<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
42<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
43<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
44<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
45<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCETRATED LIVE LOADS <\/td>\n<\/tr>\n
46<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
48<\/td>\nEQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
49<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
50<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS FOR THE UNITED STATES <\/td>\n<\/tr>\n
52<\/td>\nFIGURE 1608.2-CONTINUED GROUND SNOW LOADS FOR THE UNITED STATES <\/td>\n<\/tr>\n
53<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
54<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
56<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS FOR RIS CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
57<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
58<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
59<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
60<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
61<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, C <\/td>\n<\/tr>\n
62<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, C <\/td>\n<\/tr>\n
63<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, C
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
64<\/td>\nSECTION 1611 RAIN LOADS
EQUATION 16-36
TABLE 1610.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
65<\/td>\nFIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
70<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
71<\/td>\nSECTION 1613 EARTHQUAKE LOADS
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a <\/td>\n<\/tr>\n
72<\/td>\nEQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F v a
TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
73<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
74<\/td>\nFIGURE 1613.3.1(1)\u2014continued 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 <\/td>\n<\/tr>\n
75<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 1613.3.1(2)\u2014continued 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 <\/td>\n<\/tr>\n
77<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
78<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
79<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
82<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
84<\/td>\nEQUATION 16-41
EQUATION 16-42
SECTION 1616 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
90<\/td>\nTABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
92<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
95<\/td>\nSECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
97<\/td>\nTABLE 1604A.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
98<\/td>\nTABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1,3,4 <\/td>\n<\/tr>\n
99<\/td>\nTABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
100<\/td>\nSECTION 1605A LOAD COMBINATIONS
EQUATION 16A-1
EQUATION 16A-2
EQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 16A-7 <\/td>\n<\/tr>\n
101<\/td>\nEQUATION 16A-8
EQUATION 16A-9
EQUATION 16A-10
EQUATION 16A-11
EQUATION 16A-12
EQUATION 16A-13
EQUATION 16A-14
EQUATION 16A-15
EQUATION 16A-16
EQUATION 16A-17
EQUATION 16A-18
EQUATION 16A-19
EQUATION 16A-20 <\/td>\n<\/tr>\n
102<\/td>\nEQUATION 16A-21
EQUATION 16A-22
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS <\/td>\n<\/tr>\n
104<\/td>\nTABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
105<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS
EQUATION 16A-22 <\/td>\n<\/tr>\n
106<\/td>\nTABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR, K
EQUATION 16A-24
EQUATION 16A-25 <\/td>\n<\/tr>\n
107<\/td>\nEQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28
EQUATION 16A-29
EQUATION 16A-30
EQUATION 16A-31
EQUATION 16A-32 <\/td>\n<\/tr>\n
108<\/td>\nSECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS <\/td>\n<\/tr>\n
109<\/td>\nFIGURE 1608.A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
110<\/td>\nFIGURE 1608.A.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
111<\/td>\nTABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n
112<\/td>\nEQUATION 16A-33
TABLE 1609A.3.1 WIND SPEED CONVERSIONSa, b, c <\/td>\n<\/tr>\n
113<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
114<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
115<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
116<\/td>\nEQUATION 16A-34 <\/td>\n<\/tr>\n
117<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
118<\/td>\nTABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
119<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
120<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
121<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610A SOIL LATERAL LOADS
SECTION 1611A RAIN LOADS
EQUATION 16A-36 <\/td>\n<\/tr>\n
122<\/td>\nTABLE 1610A.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
123<\/td>\nFIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
124<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
125<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
126<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
127<\/td>\nFIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
128<\/td>\nSECTION 1612A FLOOD LOADS <\/td>\n<\/tr>\n
129<\/td>\nSECTION 1613A EARTHQUAKE LOADS
EQUATION 16A-37
EQUATION 16A-38 <\/td>\n<\/tr>\n
130<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
131<\/td>\nTABLE 1613A.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS
TABLE 1613A.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
SECTION 1614A ATMOSPHERIC ICE LOADS
SECTION 1615A STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
132<\/td>\nEQUATION 16A-41
FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
133<\/td>\nEQUATION 16A-42
SECTION 1616A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
134<\/td>\nEQUATION 12.12-1 <\/td>\n<\/tr>\n
140<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
142<\/td>\nCHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
143<\/td>\nSECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
145<\/td>\nSECTION 1705 REQUIRED VERIFICATION AND INSPECTION
TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL <\/td>\n<\/tr>\n
146<\/td>\nTABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
148<\/td>\nTABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
149<\/td>\nTABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
153<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD
SECTION 1709 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
154<\/td>\nSECTION 1710 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
155<\/td>\nSECTION 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
156<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17A \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
158<\/td>\nCHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL
SECTION 1702A DEFINITIONS <\/td>\n<\/tr>\n
159<\/td>\nSECTION 1703A APPROVALS <\/td>\n<\/tr>\n
160<\/td>\nSECTION 1704A SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
161<\/td>\nSECTION 1705A REQUIRED VERIFICATION AND INSPECTION <\/td>\n<\/tr>\n
162<\/td>\nTABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
164<\/td>\nTABLE 1705A.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
166<\/td>\nTABLE 1705A.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
167<\/td>\nTABLE 1705A.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE
SECTION 1708A TEST SAFE LOAD
SECTION 1709A IN-SITU LOAD TESTS
SECTION 1710A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
173<\/td>\nSECTION 1711A MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
176<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
178<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
181<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
182<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
183<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
184<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c <\/td>\n<\/tr>\n
190<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
192<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u201d\u00b2C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
195<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
199<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
201<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
202<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
208<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
210<\/td>\nCHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A DEFINITIONS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
213<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
214<\/td>\nSECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
216<\/td>\nSECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
217<\/td>\nEQUATION 18A-1
EQUATION 18A-2
EQUATION 18A-3 <\/td>\n<\/tr>\n
218<\/td>\nSECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
220<\/td>\nTABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u201d\u00b2C OF CONCRETE OR GROUT
TABLE 1808A.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
221<\/td>\nSECTION 1809A SHALLOW FOUNDATIONS
SECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
224<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
226<\/td>\nEQUATION 18A-4 <\/td>\n<\/tr>\n
228<\/td>\nEQUATION 18A-6
EQUATION 18A-7
EQUATION 18A-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
229<\/td>\nEQUATION 18A-11 <\/td>\n<\/tr>\n
234<\/td>\nSECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS <\/td>\n<\/tr>\n
236<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
237<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE \u2014 continued <\/td>\n<\/tr>\n
238<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
239<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
240<\/td>\nTABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
243<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1 <\/td>\n<\/tr>\n
244<\/td>\nTABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1909 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
245<\/td>\nSECTION 1910 SHOTCRETE <\/td>\n<\/tr>\n
246<\/td>\nSECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
247<\/td>\nSECTION 1913 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
252<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE <\/td>\n<\/tr>\n
254<\/td>\nCHAPTER 19A CONCRETE
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
255<\/td>\nSECTION 1904A DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
256<\/td>\nTABLE 1904A.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904A.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
257<\/td>\nSECTION 1905A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
260<\/td>\nSECTION 1906A STRUCTURAL PLAIN CONCRETE
SECTION 1907A MINIMUM SLAB PROVISIONS
SECTION 1908A ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19A-1
SECTION 1909A ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
261<\/td>\nTABLE 1908A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1910A SHOTCRETE <\/td>\n<\/tr>\n
262<\/td>\nSECTION 1911A REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
263<\/td>\nSECTION 1912A CONCRETE-FILLED PIPE COLUMNS
SECTION 1913A CONCRETE, REINFORCEMENT AND ANCHOR TESTING <\/td>\n<\/tr>\n
265<\/td>\nSECTION 1914A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
266<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM <\/td>\n<\/tr>\n
268<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION <\/td>\n<\/tr>\n
270<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY <\/td>\n<\/tr>\n
272<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
274<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
276<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
277<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
278<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2 <\/td>\n<\/tr>\n
279<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
280<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
281<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
282<\/td>\nSECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
283<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
285<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
286<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
289<\/td>\nTABLE 2114.11.1 MINIMUM THICKNESS OF MASONRY WALLS1, 2 [DSA-SS\/CC] <\/td>\n<\/tr>\n
292<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY <\/td>\n<\/tr>\n
294<\/td>\nCHAPTER 21A MASONRY
SECTION 2101A GENERAL <\/td>\n<\/tr>\n
295<\/td>\nSECTION 2102A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
296<\/td>\nSECTION 2103A MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
297<\/td>\nTABLE 2103A.11 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
300<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
301<\/td>\nTABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
302<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
303<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
EQUATION 21A-1 <\/td>\n<\/tr>\n
304<\/td>\nTABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS
SECTION 2108A STRENGTH DESIGN OF MASONRY
SECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA.
SECTION 2110A GLASS UNIT MASONRY
SECTION 2111A MASONRY FIREPLACES <\/td>\n<\/tr>\n
306<\/td>\nFIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS
SECTION 2112A MASONRY HEATERS <\/td>\n<\/tr>\n
307<\/td>\nSECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
310<\/td>\nTABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
311<\/td>\nFIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS
SECTION 2114A NONBEARING WALLS
SECTION 2115A MASONRY SCREEN WALLS <\/td>\n<\/tr>\n
314<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL <\/td>\n<\/tr>\n
316<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
317<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
318<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
319<\/td>\nSECTION 2212 ADDITIONAL REQUIREMENTS [DSA-SS\/CC] <\/td>\n<\/tr>\n
322<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL <\/td>\n<\/tr>\n
324<\/td>\nCHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS <\/td>\n<\/tr>\n
325<\/td>\nSECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
326<\/td>\nSECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 2208A STEEL CABLE STRUCTURES
SECTION 2209A STEEL STORAGE RACKS <\/td>\n<\/tr>\n
328<\/td>\nSECTION 2210A COLD-FORMED STEEL
SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2212A [DSA-SS]LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES <\/td>\n<\/tr>\n
329<\/td>\nEQUATION 22A-1
SECTION 2213A TESTING AND FIELD VERIFICATION <\/td>\n<\/tr>\n
330<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD <\/td>\n<\/tr>\n
332<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
333<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
337<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
338<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
339<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
340<\/td>\nTABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
TABLE 2304.7(4 )ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a <\/td>\n<\/tr>\n
341<\/td>\nTABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS <\/td>\n<\/tr>\n
343<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
344<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
345<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
348<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
349<\/td>\nEQUATION 23-1
TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
EQUATION 23-2 <\/td>\n<\/tr>\n
350<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
351<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
352<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
353<\/td>\nTABLE 2306.2(1)\u2014continued 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 <\/td>\n<\/tr>\n
354<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, <\/td>\n<\/tr>\n
355<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
356<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
357<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
360<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
361<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
362<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
363<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
364<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
366<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
368<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
369<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
370<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
371<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
372<\/td>\nTABLE 2308.9.5\u2014continued 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) <\/td>\n<\/tr>\n
373<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
374<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
375<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
376<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
377<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
378<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
379<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
380<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
381<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
382<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
383<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
384<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
385<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
386<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
387<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
388<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
389<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
390<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
391<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
393<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
394<\/td>\nTABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
395<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
397<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E <\/td>\n<\/tr>\n
398<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK <\/td>\n<\/tr>\n
399<\/td>\nFIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
402<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING <\/td>\n<\/tr>\n
404<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS <\/td>\n<\/tr>\n
405<\/td>\nSECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ONGLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8 <\/td>\n<\/tr>\n
406<\/td>\nEQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
407<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15 <\/td>\n<\/tr>\n
408<\/td>\nSECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
409<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
410<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
411<\/td>\nSECTION 2410 [DSA-SS, DSA-SS\/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING <\/td>\n<\/tr>\n
414<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD AND PLASTER <\/td>\n<\/tr>\n
416<\/td>\nCHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
417<\/td>\nSECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
418<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
419<\/td>\nSECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
420<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
421<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
422<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC <\/td>\n<\/tr>\n
424<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
428<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
429<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
430<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
431<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
432<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER
SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
434<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL <\/td>\n<\/tr>\n
436<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
438<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
440<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
443<\/td>\nTABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa <\/td>\n<\/tr>\n
444<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
446<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
448<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
449<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
450<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
451<\/td>\nSECTION 3006 MACHINE ROOMS <\/td>\n<\/tr>\n
452<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
453<\/td>\nFIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
456<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31\u2013 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
458<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
459<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
460<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
461<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
465<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR PHOTOVOLTAIC PANELS\/MODULES <\/td>\n<\/tr>\n
468<\/td>\nCHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE <\/td>\n<\/tr>\n
470<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC SWIMMING POOLS <\/td>\n<\/tr>\n
472<\/td>\nCHAPTER 31B [DPH] PUBLIC POOLS
DIVISION I\u2014GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
473<\/td>\nPLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS
SECTION 3103B PLAN REVIEW <\/td>\n<\/tr>\n
474<\/td>\nSECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
POOL STRUCTURE
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS <\/td>\n<\/tr>\n
475<\/td>\nSECTION 3107 BALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
SECTION 3108B POOL CONSTRUCTION
SECTION 3109B POOL GEOMETRY <\/td>\n<\/tr>\n
476<\/td>\nSECTION 3110B PERMANENT MARKINGS
SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS <\/td>\n<\/tr>\n
477<\/td>\nSECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING <\/td>\n<\/tr>\n
478<\/td>\nANCILLARY FACILITIES
SECTION 3116B BATHHOUSE, DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS
SECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE <\/td>\n<\/tr>\n
479<\/td>\nSECTION 3120B REQUIRED SIGNS <\/td>\n<\/tr>\n
480<\/td>\nSECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
RECIRCULATION SYSTEM COMPONENTS
SECTION 3123B GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
481<\/td>\nSECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS <\/td>\n<\/tr>\n
482<\/td>\nSECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS <\/td>\n<\/tr>\n
483<\/td>\nSECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS <\/td>\n<\/tr>\n
484<\/td>\nSECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS <\/td>\n<\/tr>\n
485<\/td>\nFIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE
TABLE 31B-1 <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE
TABLE 31B-2 <\/td>\n<\/tr>\n
487<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
488<\/td>\nSECTION 3139B SOLAR HEATING INSTALLATIONS
SECTION 3140B CLEANING SYSTEMS
SECTION 3141B WASTEWATER DISPOSAL
SECTION 3142B RESERVED
SECTION 3143B RESERVED
SECTION 3144B RESERVED
SECTION 3145B RESERVED
SECTION 3146B RESERVED
SECTION 3147B RESERVED
SECTION 3148B RESERVED
SECTION 3149B RESERVED
SECTION 3150B RESERVED
SECTION 3151B RESERVED
SECTION 3152B RESERVED
SECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED <\/td>\n<\/tr>\n
489<\/td>\nSECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II \u2013 PUBLIC SWIMMING POOLS
SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS
SECTION 3161B WADING POOLS <\/td>\n<\/tr>\n
490<\/td>\nSECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
493<\/td>\nFIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
494<\/td>\nFIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS <\/td>\n<\/tr>\n
495<\/td>\nTABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS <\/td>\n<\/tr>\n
496<\/td>\nTABLE 31B-7 <\/td>\n<\/tr>\n
498<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
502<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
508<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS <\/td>\n<\/tr>\n
510<\/td>\nCHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION 1
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
511<\/td>\nDIVISION 2
SECTION 3102F AUDIT AND INSPECTION <\/td>\n<\/tr>\n
513<\/td>\nTABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1 <\/td>\n<\/tr>\n
514<\/td>\nTABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTIONS [2.2] <\/td>\n<\/tr>\n
517<\/td>\nTABLE 31F-2-4 ASSESSMENT RATINGS <\/td>\n<\/tr>\n
518<\/td>\nTABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] <\/td>\n<\/tr>\n
520<\/td>\nTABLE 31F-2-7A
TABLE 31F-2-7B <\/td>\n<\/tr>\n
521<\/td>\nTABLE 31F-2-7C <\/td>\n<\/tr>\n
522<\/td>\nTABLE 31F-2-8 <\/td>\n<\/tr>\n
523<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
524<\/td>\nTABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
525<\/td>\nDIVISION 3
SECTION 3103F STRUCTURAL LOADING CRITERIA
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS <\/td>\n<\/tr>\n
526<\/td>\nFIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing) <\/td>\n<\/tr>\n
527<\/td>\nFIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping) <\/td>\n<\/tr>\n
528<\/td>\nTABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Crit i cal Damp ing)
TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME,475 YEAR RETURN PERIOD (5% Critical Damping)
TABLE 31F-3-5 VALUES OF Fa
TABLE 31F-3-6 VALUES OF FV <\/td>\n<\/tr>\n
529<\/td>\nTABLE 31F-3-7 [3.1] VALUES OF BS AND B1 <\/td>\n<\/tr>\n
532<\/td>\nFIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12]
FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13]) <\/td>\n<\/tr>\n
533<\/td>\nTABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft\/sec)IN THE SAN FRANCISCO BAY AREA [AFTER 3.24] <\/td>\n<\/tr>\n
535<\/td>\nTABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
TABLE 31F-3-10 SITE CONDITIONS
TABLE 31F-3-11 BERTHING ANGLE <\/td>\n<\/tr>\n
536<\/td>\nTABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]
TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] <\/td>\n<\/tr>\n
537<\/td>\nTABLE 31F-3-14 SAFETY FACTORS FOR ROPES*
TABLE 31F-3-15 ALLOWABLE WORKING LOADS <\/td>\n<\/tr>\n
540<\/td>\nDIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
TABLE 31F-4-1 MOT RISK CLASSIFICATION <\/td>\n<\/tr>\n
541<\/td>\nFIGURE 31F-4-2\u2014SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, ,AND EFFECTIVE DAMPING <\/td>\n<\/tr>\n
543<\/td>\nFIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA
FIGURE 31F-4-5 EFFECTIVE STIFFNESS
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS [4.3] <\/td>\n<\/tr>\n
545<\/td>\nFIGURE 31F-4-8 P-D EFFECT <\/td>\n<\/tr>\n
547<\/td>\nDIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
548<\/td>\nFIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
549<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY <\/td>\n<\/tr>\n
550<\/td>\nTABLE 31F-5-1 CONTACT LENGTH
TABLE 31F-5-2 COEFFICIENT OF FRICTION <\/td>\n<\/tr>\n
552<\/td>\nDIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES <\/td>\n<\/tr>\n
556<\/td>\nDIVISION 7
SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS <\/td>\n<\/tr>\n
557<\/td>\nTABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE
TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS <\/td>\n<\/tr>\n
558<\/td>\nTABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1]
FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] <\/td>\n<\/tr>\n
559<\/td>\nFIGURE 31F-7-4 INFLUENCE OF PILE\/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH
TABLE 31F-7-4 SUBGRADE MODULUS K <\/td>\n<\/tr>\n
560<\/td>\nFIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM <\/td>\n<\/tr>\n
561<\/td>\nTABLE 31F-7-5 LIMITS OF STRAIN
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM <\/td>\n<\/tr>\n
562<\/td>\nFIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS <\/td>\n<\/tr>\n
563<\/td>\nFIGURE 31F-7-9 DEVELOPMENT LENGTH
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT
FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY
FIGURE 31F-7-12 JOINT ROTATION <\/td>\n<\/tr>\n
564<\/td>\nFIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
566<\/td>\nTABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES
FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY
TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY
TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER <\/td>\n<\/tr>\n
570<\/td>\nDIVISON 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <\/td>\n<\/tr>\n
571<\/td>\nTABLE 31F-8-1 CARGO LIQUID HAZARD CLASS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
572<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
574<\/td>\nDIVISION 9
SECTION 3109F PIPING AND PIPELINES
TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
577<\/td>\nDIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
581<\/td>\nDIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
584<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENT INTO PUBLIC RIGHT-OF-WAY <\/td>\n<\/tr>\n
586<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
588<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION <\/td>\n<\/tr>\n
590<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
591<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
592<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
593<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
594<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
595<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES\u2014continued <\/td>\n<\/tr>\n
596<\/td>\nCHAPTER 34 EXISTING STRUCTUR
SECTION 3401 GENERAL <\/td>\n<\/tr>\n
597<\/td>\nSECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS <\/td>\n<\/tr>\n
598<\/td>\nSECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
599<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
600<\/td>\nSECTION 3406 FIRE ESCAPES
SECTION 3407 GLASS REPLACEMENT <\/td>\n<\/tr>\n
601<\/td>\nSECTION 3408 CHANGE OF OCCUPANCY
SECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
603<\/td>\nTABLE 3411.8.5 RAMPS
SECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
605<\/td>\nEQUATION 34-1
EQUATION 34-2
EQUATION 34-3
EQUATION 34-4 <\/td>\n<\/tr>\n
606<\/td>\nTABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES <\/td>\n<\/tr>\n
607<\/td>\nEQUATION 34-5
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
608<\/td>\nTABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.11 MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
609<\/td>\nTABLE 3412.6.12 DEAD-END VALUES
EQUATION 34-6
TABLE 3412.6.14 ELEVATOR CONTROL VALUES
TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
610<\/td>\nTABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
3412.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
611<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa <\/td>\n<\/tr>\n
612<\/td>\nTABLE 3412.7 SUMMARY SHEET \u2014 BUILDING CODE <\/td>\n<\/tr>\n
613<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa
SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM] <\/td>\n<\/tr>\n
616<\/td>\nSECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM] <\/td>\n<\/tr>\n
618<\/td>\nSECTION 3415 EXISTING GROUP I OCCUPANCIES
SECTION 3416 EXISTING GROUP L OCCUPANCIES <\/td>\n<\/tr>\n
619<\/td>\nSECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS <\/td>\n<\/tr>\n
620<\/td>\nTABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1 <\/td>\n<\/tr>\n
621<\/td>\nTABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE1 <\/td>\n<\/tr>\n
622<\/td>\nTABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS \u201cSTATE-OWNED.\u201d\u009d
SECTION 3418 DEFINITIONS <\/td>\n<\/tr>\n
623<\/td>\nSECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
625<\/td>\nSECTION 3420 METHOD A <\/td>\n<\/tr>\n
626<\/td>\nSECTION 3421 METHOD B
SECTION 3422 PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
627<\/td>\nSECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES <\/td>\n<\/tr>\n
628<\/td>\nSECTION 3424 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES AND INTERMEDIATE CARE FACILITIES [OSHPD 2] <\/td>\n<\/tr>\n
630<\/td>\nCALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A \u2013 EXISTING STRUCTURES <\/td>\n<\/tr>\n
632<\/td>\nCHAPTER 34A EXISTING STRUCTURES
SECTION 3401A GENERAL
SECTION 3402A DEFINITIONS <\/td>\n<\/tr>\n
633<\/td>\nSECTION 3403A ADDITIONS
SECTION 3404A ALTERATIONS <\/td>\n<\/tr>\n
634<\/td>\nSECTION 3405A REPAIRS <\/td>\n<\/tr>\n
635<\/td>\nSECTION 3406A FIRE ESCAPES <\/td>\n<\/tr>\n
636<\/td>\nSECTION 3407A GLASS REPLACEMENT
SECTION 3408A CHANGE OF OCCUPANCY
SECTION 3409A HISTORIC BUILDINGS
SECTION 3410A MOVED STRUCTURES
SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE <\/td>\n<\/tr>\n
637<\/td>\nSECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES <\/td>\n<\/tr>\n
638<\/td>\nSECTION 3413A MODIFICATIONS TO ASCE 41 <\/td>\n<\/tr>\n
640<\/td>\nSECTION 3414A PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
641<\/td>\nSECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES\/SYSTEMS AND UTILITIES <\/td>\n<\/tr>\n
643<\/td>\nSECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS <\/td>\n<\/tr>\n
644<\/td>\nSECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES <\/td>\n<\/tr>\n
648<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
649<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
650<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
652<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
653<\/td>\nAF&PA
AISC
AISI <\/td>\n<\/tr>\n
654<\/td>\nAITC
ALI
ANSI <\/td>\n<\/tr>\n
655<\/td>\nAPA
APSP
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
656<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
662<\/td>\nAWCI <\/td>\n<\/tr>\n
663<\/td>\nAWPA
AWS
BHMA
CGSB
CPA <\/td>\n<\/tr>\n
664<\/td>\nCPSC
CSA
CSSB
DASMA
DOC <\/td>\n<\/tr>\n
665<\/td>\nDOJ
DOL
DOTn
EN
FEMA <\/td>\n<\/tr>\n
666<\/td>\nFM
GA
HPVA
HUD
ICC <\/td>\n<\/tr>\n
667<\/td>\nISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
678<\/td>\nPCI
PTI <\/td>\n<\/tr>\n
679<\/td>\nSFM
RMI
SDI
SJI
SPRI <\/td>\n<\/tr>\n
680<\/td>\nTIA
TMS
TPI
UBC
UL <\/td>\n<\/tr>\n
682<\/td>\nULC
USC <\/td>\n<\/tr>\n
683<\/td>\nWDMA
WRI <\/td>\n<\/tr>\n
684<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A \u2013 EMPLOYEE QUALIFICATIONS <\/td>\n<\/tr>\n
686<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
688<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX B \u2013 BOARD OF APPEALS <\/td>\n<\/tr>\n
690<\/td>\nAPPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
692<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C \u2013 GROUP U \u2013 AGRICULTURAL BUILDINGS <\/td>\n<\/tr>\n
694<\/td>\nAPPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
696<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D \u2013 FIRE DISTRICTS <\/td>\n<\/tr>\n
698<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
699<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
700<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
702<\/td>\nAPPENDIX E RESERVED <\/td>\n<\/tr>\n
704<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX F \u2013 RODENTPROOFING <\/td>\n<\/tr>\n
706<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
708<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX G \u2013 FLOOD RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
710<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
711<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
712<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
713<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES <\/td>\n<\/tr>\n
714<\/td>\nSECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
715<\/td>\nSECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
716<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX H \u2013 SIGNS <\/td>\n<\/tr>\n
718<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
719<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
720<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
721<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
722<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX I \u2013 PATIO COVERS <\/td>\n<\/tr>\n
724<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
726<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX J \u2013 GRADING <\/td>\n<\/tr>\n
728<\/td>\nAPPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
729<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS <\/td>\n<\/tr>\n
732<\/td>\nSECTION J107 FILLS <\/td>\n<\/tr>\n
733<\/td>\nFIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
734<\/td>\nSECTION J108 SETBACKS
SECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
735<\/td>\nSECTION J112 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [DSA-SS & DSA-SS\/CC] <\/td>\n<\/tr>\n
736<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
737<\/td>\nSECTION K103 STRUCTURAL STABILITY
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING
SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS <\/td>\n<\/tr>\n
738<\/td>\nFIGURE K103.1 <\/td>\n<\/tr>\n
739<\/td>\nFIGURE K103.1-continued <\/td>\n<\/tr>\n
740<\/td>\nSECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
SECTION K109 ALTERNATE MEANS OF PROTECTION <\/td>\n<\/tr>\n
742<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX L \u2013 EARTHQUAKE RECORDING INSTRUMENTATION <\/td>\n<\/tr>\n
744<\/td>\nAPPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
746<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX M \u2013 TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
748<\/td>\nAPPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
750<\/td>\nINDEX <\/td>\n<\/tr>\n
790<\/td>\nHISTORY NOTE APPENDIX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

California Building Code, Title 24 Part 2, Volume 2 (W\/ ERRATA & SUPPLEMENT)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
CA<\/b><\/a><\/td>\n2013<\/td>\n791<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":110440,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-110439","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ca","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/110439","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/110440"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=110439"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=110439"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=110439"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}