{"id":160100,"date":"2024-10-19T09:36:50","date_gmt":"2024-10-19T09:36:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-buildingcode-vol-2-2016\/"},"modified":"2024-10-25T01:55:54","modified_gmt":"2024-10-25T01:55:54","slug":"ca-buildingcode-vol-2-2016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ca\/ca-buildingcode-vol-2-2016\/","title":{"rendered":"CA BuildingCode Vol 2 2016"},"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 2015 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. Effective Date: January 1, 2017.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2016 CALIFORNIA BUILDING CODE VOLUME 2 OF 2 <\/td>\n<\/tr>\n
2<\/td>\n2016 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2 VOLUME 2 OF 2 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 <\/td>\n<\/tr>\n
6<\/td>\nHOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS <\/td>\n<\/tr>\n
7<\/td>\nCALIFORNIA MATRIX ADOPTION TABLE <\/td>\n<\/tr>\n
9<\/td>\nMARGINAL MARKINGS
CODE DEVELOPMENT COMMITTEE RESPONSIBILITIES (LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS) <\/td>\n<\/tr>\n
11<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE <\/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 <\/td>\n<\/tr>\n
43<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
44<\/td>\nEQUATION 16-15
EQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
45<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
46<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, 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, K <\/td>\n<\/tr>\n
49<\/td>\nEQUATION 16-24
EQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31 <\/td>\n<\/tr>\n
50<\/td>\nEQUATION 16-32 <\/td>\n<\/tr>\n
51<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
52<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
56<\/td>\nFIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
57<\/td>\nFIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
58<\/td>\nEQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
59<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
60<\/td>\nEQUATION 16-35
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
61<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
62<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
63<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
64<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b
SECTION 1611 RAIN LOADS
EQUATION 16-36
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
65<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD <\/td>\n<\/tr>\n
66<\/td>\nFIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
SECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
71<\/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
72<\/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
73<\/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
74<\/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
75<\/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
76<\/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
77<\/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
78<\/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
79<\/td>\nEQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a <\/td>\n<\/tr>\n
80<\/td>\nTABLE 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
81<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
82<\/td>\nEQUATION 16-41
EQUATION 16-42
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
83<\/td>\nSECTION 1616 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
88<\/td>\nTABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS <\/td>\n<\/tr>\n
90<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN
CHAPTER 16A STRUCTURAL DESIGN
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
91<\/td>\nSECTION 1603A CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
93<\/td>\nSECTION 1604A GENERAL DESIGN REQUIREMENTS
TABLE 1604A.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
94<\/td>\nTABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
96<\/td>\nSECTION 1605A LOAD COMBINATIONS <\/td>\n<\/tr>\n
97<\/td>\nEQUATION 16A-1
EQUATION 16A-2
EQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 16A-7
EQUATION 16A-8
EQUATION 16A-9
EQUATION 16A-10
EQUATION 16A-11
EQUATION 16A-12
EQUATION 16A-13
EQUATION 16A-14
EQUATION 16A-15
EQUATION 16A-16 <\/td>\n<\/tr>\n
98<\/td>\nEQUATION 16A-17
EQUATION 16A-18
EQUATION 16A-19
EQUATION 16A-20
EQUATION 16A-21
EQUATION 16A-22
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS <\/td>\n<\/tr>\n
99<\/td>\nTABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
100<\/td>\nTABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
TABLE NOTES TABLE 1607A.1\u2014continued <\/td>\n<\/tr>\n
102<\/td>\nEQUATION 16A-23
TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR
EQUATION 16A-24
EQUATION 16A-25 <\/td>\n<\/tr>\n
103<\/td>\nEQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28
EQUATION 16A-29
EQUATION16A-30
EQUATION 16A-31
EQUATION 16A-32 <\/td>\n<\/tr>\n
104<\/td>\nSECTION 1608A SNOW LOADS <\/td>\n<\/tr>\n
105<\/td>\nFIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
106<\/td>\nFIGURE 1608A.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
107<\/td>\nSECTION 1609A WIND LOADS <\/td>\n<\/tr>\n
108<\/td>\nTABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
EQUATION 16A-33 <\/td>\n<\/tr>\n
109<\/td>\nFIGURE 1609A.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
110<\/td>\nFIGURE 1609A.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
111<\/td>\nFIGURE 1609A.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
112<\/td>\nTABLE 1609A.3.1 WIND SPEED CONVERSIONS
EQUATION 16A-34 <\/td>\n<\/tr>\n
113<\/td>\nEQUATION 16A-35 <\/td>\n<\/tr>\n
114<\/td>\nTABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
115<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
116<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
117<\/td>\nTABLE 1609A.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
118<\/td>\nSECTION 1610A SOIL LATERAL LOADS
TABLE 1610A.1 LATERAL SOIL LOAD
SECTION 1611A RAIN LOADS
EQUATION 16A-36 <\/td>\n<\/tr>\n
119<\/td>\n[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
120<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
121<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
122<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
123<\/td>\n[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
124<\/td>\nSECTION 1612A FLOOD LOADS <\/td>\n<\/tr>\n
125<\/td>\nSECTION 1613A EARTHQUAKE LOADS
EQUATION 16A-37
EQUATION 16A-38 <\/td>\n<\/tr>\n
126<\/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
127<\/td>\nSECTION 1614A ATMOSPHERIC ICE LOADS
SECTION 1615A STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
128<\/td>\nEQUATION 16A-41
FIGURE 1615A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
129<\/td>\nEQUATION 16A-42
SECTION 1616A MODIFICATIONS TO ASCE 7 <\/td>\n<\/tr>\n
130<\/td>\nEQUATION 12.12-1 <\/td>\n<\/tr>\n
131<\/td>\nTABLE 1616A.1.17 COMPONENT IMPORTANCE FACTOR (IP)1 FOR FREESTANDING SKILLED NURSING AND ACUTE PSYCHIATRIC BUILDINGS <\/td>\n<\/tr>\n
136<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17 \u2013 SPECIAL INSPECTIONS AND TESTS
CHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
137<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
140<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
141<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
142<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
143<\/td>\nTABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
148<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
149<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
152<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 17A \u2013 SPECIAL INSPECTIONS AND TESTS
CHAPTER 17A SPECIAL INSPECTIONS AND TESTS
SECTION 1701A GENERAL <\/td>\n<\/tr>\n
153<\/td>\nSECTION 1702A DEFINITIONS
SECTION 1703A APPROVALS <\/td>\n<\/tr>\n
154<\/td>\nSECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
156<\/td>\nSECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
158<\/td>\nTABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
159<\/td>\nTABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
160<\/td>\nTABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
161<\/td>\nTABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
162<\/td>\nTABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
167<\/td>\nSECTION 1706A DESIGN STRENGTHS OF MATERIALS
SECTION 1707A ALTERNATIVE TEST PROCEDURE
SECTION 1708A IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
168<\/td>\nSECTION 1709A PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
170<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS
CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
174<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
175<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
176<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
177<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
179<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
180<\/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
181<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
182<\/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
183<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
185<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
188<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
192<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
194<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
195<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
202<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS
CHAPTER 18A SOILS AND FOUNDATIONS
SECTION 1801A GENERAL
SECTION 1802A DEFINITIONS <\/td>\n<\/tr>\n
203<\/td>\nSECTION 1803A GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
206<\/td>\nSECTION 1804A EXCAVATION, GRADING AND FILL
SECTION 1805A DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
208<\/td>\nSECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
209<\/td>\nSECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
210<\/td>\nEQUATION 18A-1
EQUATION 18A-2
EQUATION 18A-3
SECTION 1808A FOUNDATIONS <\/td>\n<\/tr>\n
211<\/td>\nFIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1808A.8.2 MINIMUM CONCRETE COVER
SECTION 1809A SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
214<\/td>\nSECTION 1810A DEEP FOUNDATIONS <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
218<\/td>\nEQUATION 18A-4 <\/td>\n<\/tr>\n
221<\/td>\nEQUATION 18A-6
EQUATION 18A-7
EQUATION 18A-8
EQUATION 18A-9
EQUATION 18A-10
EQUATION 18A-11 <\/td>\n<\/tr>\n
226<\/td>\nSECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS <\/td>\n<\/tr>\n
227<\/td>\nSECTION 1812A EARTH RETAINING SHORING <\/td>\n<\/tr>\n
230<\/td>\nSECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT <\/td>\n<\/tr>\n
232<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE <\/td>\n<\/tr>\n
234<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
236<\/td>\nSECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
239<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
240<\/td>\nSECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
243<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE <\/td>\n<\/tr>\n
244<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE
CHAPTER 19A CONCRETE
SECTION 1901A GENERAL <\/td>\n<\/tr>\n
245<\/td>\nSECTION 1902A DEFINITIONS
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904A DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
246<\/td>\nSECTION 1905A MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
248<\/td>\nTABLE 21.2.2 STRENGTH REDUCTION FACTOR \u03c6 FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE
SECTION 1906A STRUCTURAL PLAIN CONCRETE
SECTION 1907A MINIMUM SLAB PROVISIONS
SECTION 1908A SHOTCRETE <\/td>\n<\/tr>\n
250<\/td>\nSECTION 1909A RESERVED
SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING <\/td>\n<\/tr>\n
252<\/td>\nSECTION 1911A EXISTING CONCRETE STRUCTURES <\/td>\n<\/tr>\n
254<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM
CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION <\/td>\n<\/tr>\n
256<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY
CHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
257<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
258<\/td>\nTABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
259<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
260<\/td>\nTABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
261<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
263<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
264<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
267<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
268<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
269<\/td>\nSECTION 2114 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
271<\/td>\nTABLE 2114.8.1 MINIMUM THICKNESS OF MASONRY WALLS <\/td>\n<\/tr>\n
272<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY
CHAPTER 21A MASONRY
SECTION 2101A GENERAL <\/td>\n<\/tr>\n
273<\/td>\nSECTION 2102A DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
274<\/td>\nSECTION 2103A MASONRY CONSTRUCTION MATERIALS
TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 2104A CONSTRUCTION <\/td>\n<\/tr>\n
277<\/td>\nSECTION 2105A QUALITY ASSURANCE <\/td>\n<\/tr>\n
278<\/td>\nSECTION 2106A SEISMIC DESIGN <\/td>\n<\/tr>\n
279<\/td>\nSECTION 2107A ALLOWABLE STRESS DESIGN
TABLE 2107A.5 MINIMUM THICKNESS OF MASONRY WALLS
SECTION 2108A STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
280<\/td>\nSECTION 2109A EMPIRICAL DESIGN OF MASONRY Not permitted by OSHPD and DSA
SECTION 2110A GLASS UNIT MASONRY
SECTION 2111A MASONRY FIREPLACES <\/td>\n<\/tr>\n
282<\/td>\nFIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS
SECTION 2112A MASONRY HEATERS <\/td>\n<\/tr>\n
283<\/td>\nSECTION 2113A MASONRY CHIMNEYS <\/td>\n<\/tr>\n
286<\/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.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
288<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL
CHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES <\/td>\n<\/tr>\n
289<\/td>\nSECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
290<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
291<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS\/CC] <\/td>\n<\/tr>\n
294<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL
CHAPTER 22A STEEL
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES <\/td>\n<\/tr>\n
295<\/td>\nSECTION 2204A CONNECTIONS
SECTION 2205A STRUCTURAL STEEL <\/td>\n<\/tr>\n
297<\/td>\nSECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS <\/td>\n<\/tr>\n
298<\/td>\nSECTION 2208A STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
299<\/td>\nSECTION 2209A STEEL STORAGE RACKS
SECTION 2210A COLD-FORMED STEEL
SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
300<\/td>\nSECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES
EQUATION 22A-1
SECTION 2213A TESTING AND FIELD VERIFICATION <\/td>\n<\/tr>\n
302<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD
CHAPTER 23 WOOD
SECTION 2301 GENERAL <\/td>\n<\/tr>\n
303<\/td>\nSECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
304<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
308<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
310<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
311<\/td>\nTABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) <\/td>\n<\/tr>\n
312<\/td>\nTABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b <\/td>\n<\/tr>\n
314<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
315<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
316<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
317<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
318<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
320<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1 <\/td>\n<\/tr>\n
321<\/td>\nTABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
322<\/td>\nEQUATION 23-2
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
323<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN <\/td>\n<\/tr>\n
324<\/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
325<\/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 LOADING <\/td>\n<\/tr>\n
326<\/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 OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
327<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
328<\/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 LOADING
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
329<\/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 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
330<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
332<\/td>\nTABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) <\/td>\n<\/tr>\n
333<\/td>\nTABLE 2308.4.1.1(1)\u2014continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs)
TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) <\/td>\n<\/tr>\n
334<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
335<\/td>\nTABLE 2308.4.2.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
336<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
337<\/td>\nTABLE 2308.4.2.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
338<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
339<\/td>\nFIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
341<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
343<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
344<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
345<\/td>\nTABLE 2308.6.3(1)\u2014continued BRACING METHODS
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING <\/td>\n<\/tr>\n
346<\/td>\nTABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
347<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
350<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION
FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION <\/td>\n<\/tr>\n
351<\/td>\nFIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES <\/td>\n<\/tr>\n
352<\/td>\nFIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
354<\/td>\nTABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
355<\/td>\nTABLE 2308.7.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
356<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
357<\/td>\nTABLE 2308.7.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
358<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
359<\/td>\nTABLE 2308.7.2(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
360<\/td>\nTABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
361<\/td>\nTABLE 2308.7.2(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
362<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
363<\/td>\nTABLE 2308.7.2(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
364<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
365<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
366<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
367<\/td>\nTABLE 2308.7.2(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
368<\/td>\nTABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
369<\/td>\nTABLE 2308.7.2(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
370<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
371<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
372<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
373<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
374<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING
CHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS <\/td>\n<\/tr>\n
375<\/td>\nTABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4 <\/td>\n<\/tr>\n
376<\/td>\nEQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
378<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 <\/td>\n<\/tr>\n
379<\/td>\nTABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
380<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
381<\/td>\nSECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 [DSA-SS, DSA-SS\/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING (SSG) <\/td>\n<\/tr>\n
384<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION <\/td>\n<\/tr>\n
385<\/td>\nSECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING <\/td>\n<\/tr>\n
386<\/td>\nTABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
387<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
388<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
389<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
390<\/td>\nSECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
392<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC
CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
397<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n
398<\/td>\nTABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
399<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
400<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
401<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
402<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
403<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
404<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL
CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
406<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS
CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
408<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
409<\/td>\n[P] TABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
410<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
412<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS
CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL <\/td>\n<\/tr>\n
413<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
414<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
415<\/td>\nSECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
416<\/td>\nSECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
417<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
420<\/td>\nSECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS <\/td>\n<\/tr>\n
422<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31\u2013 SPECIAL CONSTRUCTION
CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
424<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
425<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
426<\/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
430<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 PHOTOVOLTAIC PANELS AND MODULES <\/td>\n<\/tr>\n
432<\/td>\nCHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE <\/td>\n<\/tr>\n
434<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC POOLS
CHAPTER 31B [DPH] PUBLIC POOLS
DIVISION I GENERAL
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS <\/td>\n<\/tr>\n
436<\/td>\nPLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS
SECTION 3103B PLAN REVIEW
SECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
POOL STRUCTURE
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS <\/td>\n<\/tr>\n
437<\/td>\nSECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
SECTION 3108B POOL CONSTRUCTION <\/td>\n<\/tr>\n
438<\/td>\nSECTION 3109B POOL GEOMETRY
SECTION 3110B PERMANENT MARKINGS
SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS <\/td>\n<\/tr>\n
439<\/td>\nSECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS <\/td>\n<\/tr>\n
440<\/td>\nSECTION 3115B POOL LIGHTING
ANCILLARY FACILITIES
SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS <\/td>\n<\/tr>\n
441<\/td>\nSECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE
SECTION 3120B REQUIRED SIGNS <\/td>\n<\/tr>\n
442<\/td>\nSECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE <\/td>\n<\/tr>\n
443<\/td>\nSECTION 3123B GENERAL REQUIREMENTS
SECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS <\/td>\n<\/tr>\n
444<\/td>\nSECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS
SECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS <\/td>\n<\/tr>\n
445<\/td>\nSECTION 3134B DISINFECTANT FEEDERS
SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS <\/td>\n<\/tr>\n
446<\/td>\nSECTION 3137B POOL FITTINGS <\/td>\n<\/tr>\n
447<\/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
448<\/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
449<\/td>\nFIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS
TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH \u2264 6’0″
TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6’0 <\/td>\n<\/tr>\n
450<\/td>\nSECTION 3138B SPA POOL SPECIAL REQUIREMENTS
SECTION 3139B SOLAR HEATING INSTALLATIONS
SECTION 3140B CLEANING SYSTEMS
SECTION 3141B WASTEWATER DISPOSAL
SECTION 3142B RESERVED
SECTION 3143B RESERVED
SECTION 3144B RESERVED
SECTION 3145B RESERVED
SECTION 3146B RESERVED
SECTION 3147B RESERVED
SECTION 3148B RESERVED
SECTION 3149B RESERVED
SECTION 3150B RESERVED
SECTION 3151B RESERVED
SECTION 3152B RESERVED <\/td>\n<\/tr>\n
451<\/td>\nSECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED
SECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II PUBLIC SWIMMING POOLS
SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS
SECTION 3161B WADING POOLS <\/td>\n<\/tr>\n
452<\/td>\nSECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS <\/td>\n<\/tr>\n
457<\/td>\nTABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS <\/td>\n<\/tr>\n
458<\/td>\nTABLE 31B-7
FIGURE 31B-8 DEPTH MARKER LOCATIONS <\/td>\n<\/tr>\n
460<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION
CHAPTER 31C [DPH] RADIATION
SECTION 3101C SCOPE
SECTION 3102C RADIATION SHIELDING BARRIERS
SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS
SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS <\/td>\n<\/tr>\n
462<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS
CHAPTER 31D [DPH] FOOD ESTABLISHMENTS
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
464<\/td>\nCHAPTER 31E RESERVED <\/td>\n<\/tr>\n
466<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS
CHAPTER 31F [SLC] MARINE OIL TERMINALS
DIVISION I
SECTION 3101F [SLC] INTRODUCTION <\/td>\n<\/tr>\n
467<\/td>\nEQUATION 1-1
TABLE 31F-1-1
\nMOT OIL SPILL EXPOSURE CLASSIFICATION <\/td>\n<\/tr>\n
469<\/td>\nDIVISION 2
SECTION 3102F AUDIT AND INSPECTION
TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS) <\/td>\n<\/tr>\n
472<\/td>\nTABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] <\/td>\n<\/tr>\n
475<\/td>\nTABLE 31F-2-4 ASSESSMENT RATINGS
TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) <\/td>\n<\/tr>\n
476<\/td>\nTABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] <\/td>\n<\/tr>\n
478<\/td>\nTABLE 31F-2-7A <\/td>\n<\/tr>\n
479<\/td>\nTABLE 31F-2-7B
TABLE 31F-2-7C <\/td>\n<\/tr>\n
480<\/td>\nTABLE 31F-2-8 <\/td>\n<\/tr>\n
481<\/td>\nFIGURE 31F-2-1 <\/td>\n<\/tr>\n
482<\/td>\nTABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] <\/td>\n<\/tr>\n
483<\/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
484<\/td>\nEQUATION 3-1
EQUATION 3-2
EQUATION 3-3
EQUATION 3-4
EQUATION 3-5
EQUATION 3-6
EQUATION 3-7 <\/td>\n<\/tr>\n
485<\/td>\nTABLE 31F-3-3 VALUES OF Fa
TABLE 31F-3-4 VALUES OF Fv <\/td>\n<\/tr>\n
486<\/td>\nEQUATION 3-8
EQUATION 3-9
EQUATION 3-10
TABLE 31F-3-5 VALUES OF BS AND B1 [3.1] <\/td>\n<\/tr>\n
487<\/td>\nEQUATION 3-11
EQUATION 3-12
EQUATION 3-13 <\/td>\n<\/tr>\n
488<\/td>\nFIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.6]
EQUATION 3-14 <\/td>\n<\/tr>\n
489<\/td>\nFIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.7]) <\/td>\n<\/tr>\n
490<\/td>\nTABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft\/sec) IN THE SAN FRANCISCO BAY AREA (AFTER [3.17])
EQUATION 3-15
EQUATION 3-16
EQUATION 3-17
EQUATION 3-18 <\/td>\n<\/tr>\n
491<\/td>\nEQUATION 3-19
EQUATION 3-20
TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 <\/td>\n<\/tr>\n
492<\/td>\nTABLE 31F-3-8 SITE CONDITIONS
TABLE 31F-3-9 BERTHING ANGLE <\/td>\n<\/tr>\n
493<\/td>\nTABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.19]
TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.19]
TABLE 31F-3-12 SAFETY FACTORS FOR ROPES [3.7] <\/td>\n<\/tr>\n
494<\/td>\nEQUATION 3-21
TABLE 31F-3-13 ALLOWABLE WORKING LOADS <\/td>\n<\/tr>\n
497<\/td>\nDIVISION 4
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE
FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT <\/td>\n<\/tr>\n
498<\/td>\nTABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES
FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2]) <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3])
EQUATION 4-1
EQUATION 4-2 <\/td>\n<\/tr>\n
500<\/td>\nEQUATION 4-3
EQUATION 4-4
EQUATION 4-5
EQUATION 4-6
EQUATION 4-7
EQUATION 4-8
EQUATION 4-9
EQUATION 4-10 <\/td>\n<\/tr>\n
501<\/td>\nEQUATION 4-11
EQUATION 4-12
EQUATION 4-13
FIGURE 31F-4-5 RELATION BETWEEN DUCTILITY, \u03bc\u0394, AND EFFECTIVE DAMPING, \u03beeff [4.5]
FIGURE 31F-4-6 DESIGN DISPLACEMENT RESPONSE SPECTRA
FIGURE 31F-4-7 EFFECTIVE LATERAL STIFFNESS (ADAPTED FROM [4.4]) <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 31F-4-8 STIFFNESS FOR LINEAR MODAL ANALYSIS
EQUATION 4-14
EQUATION 4-15
EQUATION 4-16
EQUATION 4-17
EQUATION 4-18
EQUATION 4-19 <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 31F-4-9 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS
FIGURE 31F-4-10 P-\u0394 EFFECT
EQUATION 4-20 <\/td>\n<\/tr>\n
506<\/td>\nDIVISION 5
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS <\/td>\n<\/tr>\n
507<\/td>\nFIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4]
EQUATION 5-1
FIGURE 31F-5-4 PASSING VESSEL <\/td>\n<\/tr>\n
508<\/td>\nFIGURE 31F-5-5 BERTHING ENERGY CAPACITY <\/td>\n<\/tr>\n
509<\/td>\nTABLE 31F-5-1 CONTACT LENGTH
TABLE 31F-5-2 COEFFICIENT OF FRICTION
EQUATION 5-3 <\/td>\n<\/tr>\n
511<\/td>\nDIVISION 6
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS
TABLE 31F-6-1 SITE CLASSES <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] <\/td>\n<\/tr>\n
514<\/td>\nFIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] <\/td>\n<\/tr>\n
516<\/td>\nDIVISION 7
SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS
EQUATION 7-1A
EQUATION 7-1B
EQUATION 7-1C
EQUATION 7-2A
EQUATION 7-2B
EQUATION 7-2C
EQUATION 7-3A
EQUATION 7-3B
EQUATION 7-3C <\/td>\n<\/tr>\n
517<\/td>\nTABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1
TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3]) <\/td>\n<\/tr>\n
518<\/td>\nTABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1]
FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] <\/td>\n<\/tr>\n
519<\/td>\nEQUATION 7-4
EQUATION 7-5
EQUATION 7-6
EQUATION 7-7
TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5]
EQUATION 7-8
EQUATION 7-9
TABLE 31F-7-5 LIMITS OF STRAIN <\/td>\n<\/tr>\n
520<\/td>\nEQUATION 7-10
FIGURE 31F-7-4 METHOD A \u2212 MOMENT CURVATURE ANALYSIS
FIGURE 31F-7-5 METHOD B \u2013 MOMENT CURVATURE ANALYSIS [7.6]
EQUATION 7-11
EQUATION 7-12
EQUATION 7-13
EQUATION 7-14 <\/td>\n<\/tr>\n
521<\/td>\nEQUATION 7-15
EQUATION 7-16
EQUATION 7-17
EQUATION 7-18
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM <\/td>\n<\/tr>\n
522<\/td>\nEQUATION 7-19
EQUATION 7-20
FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
EQUATION 7-21
TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES
TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS
EQUATION 7-22 <\/td>\n<\/tr>\n
523<\/td>\nEQUATION 7-23
FIGURE 31F-7-9 DEVELOPMENT LENGTH
EQUATION 7-24
EQUATION 7-25
FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564]
EQUATION 7-26
EQUATION 7-27
FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY <\/td>\n<\/tr>\n
524<\/td>\nEQUATION 7-28
EQUATION 7-29
FIGURE 31F-7-11 JOINT ROTATION
EQUATION 7-30
EQUATION 7-31
EQUATION 7-32
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
EQUATION 7-33
EQUATION 7-34 <\/td>\n<\/tr>\n
525<\/td>\nFIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES <\/td>\n<\/tr>\n
526<\/td>\nEQUATION 7-35
FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY
TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY
EQUATION 7-36 <\/td>\n<\/tr>\n
527<\/td>\nEQUATION 7-37
EQUATION 7-38
EQUATION 7-39
TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER
EQUATION 7-40
EQUATION 7-41
EQUAITON 7-42 <\/td>\n<\/tr>\n
530<\/td>\nDIVISION 8
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <\/td>\n<\/tr>\n
531<\/td>\nTABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS <\/td>\n<\/tr>\n
532<\/td>\nTABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E) <\/td>\n<\/tr>\n
534<\/td>\nDIVISION 9
SECTION 3109F PIPING AND PIPELINES
TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION <\/td>\n<\/tr>\n
537<\/td>\nDIVISION 10
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT <\/td>\n<\/tr>\n
541<\/td>\nDIVISION 11
SECTION 3111F ELECTRICAL SYSTEMS <\/td>\n<\/tr>\n
544<\/td>\nDIVISION 12
SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG <\/td>\n<\/tr>\n
546<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENTS INTO PUBLIC RIGHT-OF-WAY
CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
548<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION
CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION <\/td>\n<\/tr>\n
549<\/td>\nSECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
550<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
551<\/td>\nSECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
552<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
554<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 34A \u2013 EXISTING STRUCTURES
CHAPTER 34A EXISTING STRUCTURES
SECTION 3401A GENERAL <\/td>\n<\/tr>\n
555<\/td>\nSECTION 3402A DEFINITIONS
SECTION 3403A ADDITIONS <\/td>\n<\/tr>\n
556<\/td>\nSECTION 3404A ALTERATIONS <\/td>\n<\/tr>\n
557<\/td>\nSECTION 3405A REPAIRS <\/td>\n<\/tr>\n
558<\/td>\nSECTION 3406A RESERVED
SECTION 3407A GLASS REPLACEMENT
SECTION 3408A CHANGE OF OCCUPANCY OR FUNCTION
SECTION 3409A RESERVED
SECTION 3410A MOVED STRUCTURES
SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE
SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES <\/td>\n<\/tr>\n
562<\/td>\nSECTION 3413A MODIFICATIONS TO ASCE 41 <\/td>\n<\/tr>\n
563<\/td>\nSECTION 3414A PEER REVIEW REQUIREMENTS <\/td>\n<\/tr>\n
564<\/td>\nSECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES\/SYSTEMS AND UTILITIES <\/td>\n<\/tr>\n
565<\/td>\nSECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS <\/td>\n<\/tr>\n
566<\/td>\nSECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES <\/td>\n<\/tr>\n
569<\/td>\nSECTION 3419A HOSPITAL BUILDINGS REMOVED FROM GENERAL ACUTE CARE SERVICES <\/td>\n<\/tr>\n
572<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS <\/td>\n<\/tr>\n
573<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
574<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
575<\/td>\nAISC
AISI
ALI <\/td>\n<\/tr>\n
576<\/td>\nAMCA
ANSI
APA <\/td>\n<\/tr>\n
577<\/td>\nAPSP
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
578<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
585<\/td>\nAWC <\/td>\n<\/tr>\n
586<\/td>\nAWCI
AWPA
AWS
BHMA
CEN <\/td>\n<\/tr>\n
587<\/td>\nCGSB
CPA
CPSC
CSA
CSSB <\/td>\n<\/tr>\n
588<\/td>\nDASMA
DOC
DOL
DOTn
FEMA <\/td>\n<\/tr>\n
589<\/td>\nFM
GA
HPVA
ICC <\/td>\n<\/tr>\n
590<\/td>\nISO
MHI
NAAMM
NCMA <\/td>\n<\/tr>\n
591<\/td>\nNFPA <\/td>\n<\/tr>\n
603<\/td>\nPCI <\/td>\n<\/tr>\n
604<\/td>\nPTI
RMI
SBCA
SDI
SFM <\/td>\n<\/tr>\n
605<\/td>\nSJI
SPRI
TIA
TMS
TPI <\/td>\n<\/tr>\n
606<\/td>\nUBC
UL <\/td>\n<\/tr>\n
608<\/td>\nULC
USC
WCLIB <\/td>\n<\/tr>\n
609<\/td>\nWDMA
WRI <\/td>\n<\/tr>\n
610<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX A \u2013 EMPLOYEE QUALIFICATIONS
APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
612<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX B \u2013 BOARD OF APPEALS
APPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
614<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX C \u2013 GROUP U \u2013 AGRICULTURAL BUILDINGS
APPENDIX 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 <\/td>\n<\/tr>\n
615<\/td>\nSECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
616<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX D \u2013 FIRE DISTRICTS
APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
617<\/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
618<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
620<\/td>\nAPPENDIX E RESERVED <\/td>\n<\/tr>\n
622<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX F \u2013 RODENTPROOFING
APPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
624<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX G \u2013 FLOOD-RESISTANT CONSTRUCTION
APPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY <\/td>\n<\/tr>\n
625<\/td>\nSECTION G103 POWERS AND DUTIES
SECTION G104 PERMITS <\/td>\n<\/tr>\n
626<\/td>\nSECTION G105 VARIANCES <\/td>\n<\/tr>\n
627<\/td>\nSECTION G201 DEFINITIONS
SECTION G301 SUBDIVISIONS <\/td>\n<\/tr>\n
628<\/td>\nSECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
SECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK <\/td>\n<\/tr>\n
629<\/td>\nSECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
SECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
630<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX H \u2013 SIGNS
APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS <\/td>\n<\/tr>\n
631<\/td>\nSECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS <\/td>\n<\/tr>\n
632<\/td>\nSECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
633<\/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
634<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX I \u2013 PATIO COVERS
APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
636<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX J \u2013 GRADING
APPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED <\/td>\n<\/tr>\n
637<\/td>\nSECTION J104 PERMIT APPLICATION AND SUBMITTALS
SECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS <\/td>\n<\/tr>\n
638<\/td>\nSECTION J108 SETBACKS
SECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
639<\/td>\nFIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
640<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX K \u2013 GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN
SECTION K101 SCOPE
SECTION K102 DEFINITIONS <\/td>\n<\/tr>\n
641<\/td>\nSECTION K103 STRUCTURAL STABILITY
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING <\/td>\n<\/tr>\n
642<\/td>\nSECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
SECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS <\/td>\n<\/tr>\n
643<\/td>\nSECTION K109 ALTERNATE MEANS OF PROTECTION <\/td>\n<\/tr>\n
644<\/td>\nFIGURE K103.1 N.T.S. <\/td>\n<\/tr>\n
645<\/td>\nFIGURE K103.1 N.T.S. <\/td>\n<\/tr>\n
646<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX L \u2013 EARTHQUAKE RECORDING INSTRUMENTATION
APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
648<\/td>\nCALIFORNIA BUILDING CODE \u2013 MATRIX ADOPTION TABLE APPENDIX M \u2013 TSUNAMI-GENERATED FLOOD HAZARD
APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
650<\/td>\nINDEX <\/td>\n<\/tr>\n
690<\/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>\n2016<\/td>\n691<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160103,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2720],"product_tag":[],"class_list":{"0":"post-160100","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\/160100","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\/160103"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160100"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160100"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160100"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}