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eLibrary > California Building Code, Title 24 Part 2 >

California Building Code, Title 24 Part 2, 2013

This publication is not part of the Official compilation of Codes, Rules and Regulations of the State of California. Read more... This software contains information which is proprietary to and copyrighted by or licensed to International Code Council, Inc. The portions of information copyrighted by or licensed to the International Code Council, Inc., have been obtained and reproduced with permission. The acronym ICC®, the ICC logo, 2013 California Building Code, Title 24 Part 2, Volume 2 (W/ ERRATA & SUPPLEMENT) are federally protected trademarks and service marks of ICC. All other code titles are the trademarks and services marks of the International Code Council, Inc. ALL RIGHTS RESERVED. Without advance written permission from the International Code Council, Inc., no part of the International Code Council, Inc.'s copyrighted or licensed material may be reproduced, distributed or transmitted in any form of by any means, including, without limitation, electronic, optical or mechanical means (by way of example and not limitation, photocopying, printing, or recording by or in an information storage retrieval system). For information on permission to copy the International Code Council, Inc. materials, please contact: Publications, 4051 West Flossmoor Road, Country Club Hills, IL 60478. Phone 1-888-ICC-SAFE (422-7233). Show less...

California Building Code, Title 24 Part 2, 2013

2013 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2
2013 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOLUME 2 OF 2 BASED ON THE 2012 INTERNATIONAL BUILDING CODE® TITLE PAGE
COPYRIGHT
PREFACE
ACKNOWLEDGEMENTS
CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST
MARGINAL MARKINGS
EFFECTIVE USE OF THE IBC/CBC
HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS
CALIFORNIA MATRIX ADOPTION TABLES
TABLE OF CONTENTS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN
CHAPTER 16: STRUCTURAL DESIGN [Go to Page]
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS
SECTION 1604 GENERAL DESIGN REQUIREMENTS [Go to Page]
TABLE 1604.3 DEFLECTION LIMITS
TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605 LOAD COMBINATIONS [Go to Page]
EQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
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 [Go to Page]
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS [Go to Page]
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCETRATED LIVE LOADS [Go to Page]
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS [Go to Page]
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
EQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR
EQUATION 16-24
EQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32
SECTION 1608 SNOW LOADS [Go to Page]
TABLE 1608.2 GROUND SNOW LOADS FOR ALASKAN LOCATIONS
FIGURE 1608.2 GROUND SNOW LOADS FOR THE UNITED STATES [Go to Page]
FIGURE 1608.2-CONTINUED GROUND SNOW LOADS FOR THE UNITED STATES
SECTION 1609 WIND LOADS [Go to Page]
TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS
FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS FOR RIS CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
EQUATION 16-34
EQUATION 16-35
TABLE 1609.6.2 NET PRESSURE COEFFICIENTS [Go to Page]
TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C [Go to Page]
TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C [Go to Page]
TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, C
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS [Go to Page]
EQUATION 16-36
TABLE 1610.1 LATERAL SOIL LOAD
FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES [Go to Page]
FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES [Go to Page]
FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES [Go to Page]
FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA [Go to Page]
FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
SECTION 1612 FLOOD LOADS
SECTION 1613 EARTHQUAKE LOADS [Go to Page]
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a
EQUATION 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
FIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B [Go to Page]
FIGURE 1613.3.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B [Go to Page]
FIGURE 1613.3.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
FIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5%OF CRITICAL DAMPING), SITE CLASS B
SECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY [Go to Page]
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16-41
EQUATION 16-42
SECTION 1616 ADDITIONAL REQUIREMENTS [DSA-SS/CC] [Go to Page]
TABLE 1224.4.11 ACCEPTABLE CEILING AND CARPET LOCATIONS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN
CHAPTER 16A STRUCTURAL DESIGN [Go to Page]
SECTION 1601A GENERAL
SECTION 1602A DEFINITIONS AND NOTATIONS
SECTION 1603A CONSTRUCTION DOCUMENTS
SECTION 1604A GENERAL DESIGN REQUIREMENTS [Go to Page]
TABLE 1604A.3 DEFLECTION LIMITSa, b, c, h, i
TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS1,3,4
TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605A LOAD COMBINATIONS [Go to Page]
EQUATION 16A-1
EQUATION 16A-2
EQUATION 16A-3
EQUATION 16A-4
EQUATION 16A-5
EQUATION 16A-6
EQUATION 16A-7
EQUATION 16A-8
EQUATION 16A-9
EQUATION 16A-10
EQUATION 16A-11
EQUATION 16A-12
EQUATION 16A-13
EQUATION 16A-14
EQUATION 16A-15
EQUATION 16A-16
EQUATION 16A-17
EQUATION 16A-18
EQUATION 16A-19
EQUATION 16A-20
EQUATION 16A-21
EQUATION 16A-22
SECTION 1606A DEAD LOADS
SECTION 1607A LIVE LOADS [Go to Page]
TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg [Go to Page]
TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg [Go to Page]
TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS
EQUATION 16A-22
TABLE 1607A.10.1 LIVE LOAD ELEMENT FACTOR, K
EQUATION 16A-24
EQUATION 16A-25
EQUATION 16A-26
EQUATION 16A-27
EQUATION 16A-28
EQUATION 16A-29
EQUATION 16A-30
EQUATION 16A-31
EQUATION 16A-32
SECTION 1608A SNOW LOADS
SECTION 1609A WIND LOADS [Go to Page]
FIGURE 1608.A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) [Go to Page]
FIGURE 1608.A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
EQUATION 16A-33
TABLE 1609A.3.1 WIND SPEED CONVERSIONSa, b, c
FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
EQUATION 16A-34
EQUATION 16-35
TABLE 1609A.6.2 NET PRESSURE COEFFICIENTS, Cneta, b [Go to Page]
TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b [Go to Page]
TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b [Go to Page]
TABLE 1609A.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610A SOIL LATERAL LOADS
SECTION 1611A RAIN LOADS [Go to Page]
EQUATION 16A-36
TABLE 1610A.1 LATERAL SOIL LOAD
FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES [Go to Page]
FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES [Go to Page]
FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES [Go to Page]
FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA [Go to Page]
FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
SECTION 1612A FLOOD LOADS
SECTION 1613A EARTHQUAKE LOADS [Go to Page]
EQUATION 16A-37
EQUATION 16A-38
EQUATION 16A-39
EQUATION 16A-40
TABLE 1613A.3.3(1) VALUES OF SITE COEFFICIENT Fa a
TABLE 1613A.3.3(2) VALUES OF SITE COEFFICIENT FV a
TABLE 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 [Go to Page]
EQUATION 16A-41
FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16A-42
SECTION 1616A MODIFICATIONS TO ASCE 7 [Go to Page]
EQUATION 12.12-1
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS [Go to Page]
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS
SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
SECTION 1705 REQUIRED VERIFICATION AND INSPECTION [Go to Page]
TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
SECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD
SECTION 1709 IN-SITU LOAD TESTS
SECTION 1710 PRECONSTRUCTION LOAD TESTS
SECTION 1711 MATERIAL AND TEST STANDARDS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
CHAPTER 17A SPECIAL INSPECTIONS AND TESTS [Go to Page]
SECTION 1701A GENERAL
SECTION 1702A DEFINITIONS
SECTION 1703A APPROVALS
SECTION 1704A SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
SECTION 1705A REQUIRED VERIFICATION AND INSPECTION [Go to Page]
TABLE 1705A.2.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
TABLE 1705A.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
TABLE 1705A.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 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
SECTION 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
SECTION 1711A MATERIAL AND TEST STANDARDS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS
CHAPTER 18 SOILS AND FOUNDATIONS [Go to Page]
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS
SECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1805 DAMPPROOFING AND WATERPROOFING
SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS [Go to Page]
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES [Go to Page]
TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c
TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
EQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS [Go to Page]
FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS [Go to Page]
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
SECTION 1810 DEEP FOUNDATIONS [Go to Page]
TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
EQUATION 18-4
EQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS
CHAPTER 18A SOILS AND FOUNDATIONS [Go to Page]
SECTION 1801A GENERAL
SECTION 1802A DEFINITIONS
SECTION 1803A GEOTECHNICAL INVESTIGATIONS
SECTION 1804A EXCAVATION, GRADING AND FILL
SECTION 1805A DAMPPROOFING AND WATERPROOFING
SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS [Go to Page]
TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES [Go to Page]
EQUATION 18A-1
EQUATION 18A-2
EQUATION 18A-3
SECTION 1808A FOUNDATIONS [Go to Page]
FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ”²C OF CONCRETE OR GROUT
TABLE 1808A.8.2 MINIMUM CONCRETE COVER
SECTION 1809A SHALLOW FOUNDATIONS
SECTION 1810A DEEP FOUNDATIONS [Go to Page]
TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
EQUATION 18A-4
EQUATION 18A-6
EQUATION 18A-7
EQUATION 18A-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18A-11
SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE [Go to Page]
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE — continued
CHAPTER 19 CONCRETE [Go to Page]
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS [Go to Page]
TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE
SECTION 1905 MODIFICATIONS TO ACI 318
SECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN [Go to Page]
EQUATION 19-1
TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
SECTION 1910 SHOTCRETE
SECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
SECTION 1913 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE
CHAPTER 19A CONCRETE [Go to Page]
SECTION 1901A GENERAL
SECTION 1902A DEFINITIONS
SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904A DURABILITY REQUIREMENTS [Go to Page]
TABLE 1904A.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904A.2 WEATHERING PROBABILITY MAP FOR CONCRETE
SECTION 1905A MODIFICATIONS TO ACI 318
SECTION 1906A STRUCTURAL PLAIN CONCRETE
SECTION 1907A MINIMUM SLAB PROVISIONS
SECTION 1908A ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN [Go to Page]
EQUATION 19A-1
TABLE 1908A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1909A ANCHORAGE TO CONCRETE—STRENGTH DESIGN
SECTION 1910A SHOTCRETE
SECTION 1911A REINFORCED GYPSUM CONCRETE
SECTION 1912A CONCRETE-FILLED PIPE COLUMNS
SECTION 1913A CONCRETE, REINFORCEMENT AND ANCHOR TESTING
SECTION 1914A EXISTING CONCRETE STRUCTURES
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM
CHAPTER 20 ALUMINUM [Go to Page]
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
SECTION 2003 INSPECTION
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY
CHAPTER 21 MASONRY [Go to Page]
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS
SECTION 2103 MASONRY CONSTRUCTION MATERIALS [Go to Page]
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE [Go to Page]
TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY [Go to Page]
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
SECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES [Go to Page]
FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS [Go to Page]
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS/CC] [Go to Page]
TABLE 2114.11.1 MINIMUM THICKNESS OF MASONRY WALLS1, 2 [DSA-SS/CC]
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY
CHAPTER 21A MASONRY [Go to Page]
SECTION 2101A GENERAL
SECTION 2102A DEFINITIONS AND NOTATIONS
SECTION 2103A MASONRY CONSTRUCTION MATERIALS [Go to Page]
TABLE 2103A.11 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104A CONSTRUCTION
SECTION 2105A QUALITY ASSURANCE [Go to Page]
TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106A SEISMIC DESIGN
SECTION 2107A ALLOWABLE STRESS DESIGN [Go to Page]
EQUATION 21A-1
TABLE 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 [Go to Page]
FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISIONS
SECTION 2112A MASONRY HEATERS
SECTION 2113A MASONRY CHIMNEYS [Go to Page]
TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISIONS
SECTION 2114A NONBEARING WALLS
SECTION 2115A MASONRY SCREEN WALLS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL
CHAPTER 22 STEEL [Go to Page]
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS
SECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2212 ADDITIONAL REQUIREMENTS [DSA-SS/CC]
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL
CHAPTER 22A STEEL [Go to Page]
SECTION 2201A GENERAL
SECTION 2202A DEFINITIONS
SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204A CONNECTIONS
SECTION 2205A STRUCTURAL STEEL
SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207A STEEL JOISTS
SECTION 2208A STEEL CABLE STRUCTURES
SECTION 2209A STEEL STORAGE RACKS
SECTION 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 [Go to Page]
EQUATION 22A-1
SECTION 2213A TESTING AND FIELD VERIFICATION
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD
CHAPTER 23 WOOD [Go to Page]
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY
SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS [Go to Page]
TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 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
TABLE 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
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS
TABLE 2304.9.1 FASTENING SCHEDULE [Go to Page]
TABLE 2304.9.1—continued FASTENING SCHEDULE [Go to Page]
TABLE 2304.9.1—continued FASTENING SCHEDULE
SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS [Go to Page]
EQUATION 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
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN [Go to Page]
TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf [Go to Page]
TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, [Go to Page]
TABLE 2306.2(2)—continued 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
TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC 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
TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION [Go to Page]
TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Î” = 360) [Go to Page]
TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Î” = 360)
TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Î” = 360) [Go to Page]
TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Î” = 360)
TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
TABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.9.3(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
FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) [Go to Page]
TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240) [Go to Page]
TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240) [Go to Page]
TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180) [Go to Page]
TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240) [Go to Page]
TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180) [Go to Page]
TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180) [Go to Page]
TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240) [Go to Page]
TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240) [Go to Page]
TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS
TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING [Go to Page]
TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E
FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 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
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING
CHAPTER 24 GLASS AND GLAZING [Go to Page]
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS [Go to Page]
TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ONGLASS [Go to Page]
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS [Go to Page]
EQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING [Go to Page]
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
SECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1 & 4] STRUCTURAL SEALANT GLAZING
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD AND PLASTER
CHAPTER 25 GYPSUM BOARD AND PLASTER [Go to Page]
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS [Go to Page]
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING [Go to Page]
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION [Go to Page]
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER [Go to Page]
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER [Go to Page]
TABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC
CHAPTER 26 PLASTIC [Go to Page]
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION [Go to Page]
FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS [Go to Page]
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS [Go to Page]
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER
SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL
CHAPTER 27 ELECTRICAL [Go to Page]
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS
CHAPTER 28 MECHANICAL SYSTEMS [Go to Page]
SECTION 2801 GENERAL
CHAPTER 29 PLUMBING SYSTEMS [Go to Page]
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES [Go to Page]
TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa [Go to Page]
TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa [Go to Page]
TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS [Go to Page]
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS
SECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR [Go to Page]
FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION
CHAPTER 31 SPECIAL CONSTRUCTION [Go to Page]
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
SECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES
CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE
CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC SWIMMING POOLS
CHAPTER 31B [DPH] PUBLIC POOLS [Go to Page]
DIVISION I—GENERAL [Go to Page]
SECTION 3101B SCOPE
SECTION 3102B DEFINITIONS
PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS [Go to Page]
SECTION 3103B PLAN REVIEW
SECTION 3104B CONSTRUCTION
SECTION 3105B PLAN COMPLIANCE INSPECTIONS
POOL STRUCTURE [Go to Page]
SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS
SECTION 3107 BALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION
SECTION 3108B POOL CONSTRUCTION
SECTION 3109B POOL GEOMETRY
SECTION 3110B PERMANENT MARKINGS
SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS
SECTION 3112B HANDHOLDS
SECTION 3113B DIVING BOARDS AND PLATFORMS
SECTION 3114B POOL DECKS
SECTION 3115B POOL LIGHTING
ANCILLARY FACILITIES [Go to Page]
SECTION 3116B BATHHOUSE, DRESSING, SHOWER AND TOILET FACILITIES
SECTION 3117B DRINKING FOUNTAINS
SECTION 3118B HOSE BIBBS
SECTION 3119B POOL ENCLOSURE
SECTION 3120B REQUIRED SIGNS
SECTION 3121B INDOOR POOL VENTILATION
SECTION 3122B POOL EQUIPMENT ENCLOSURE
RECIRCULATION SYSTEM COMPONENTS [Go to Page]
SECTION 3123B GENERAL REQUIREMENTS
SECTION 3124B TURNOVER TIME
SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS
SECTION 3126B RECIRCULATION PUMP CAPACITY
SECTION 3127B WATER SUPPLY INLETS
SECTION 3128B FILTERS (ALL TYPES)
SECTION 3129B RAPID SAND PRESSURE FILTERS
SECTION 3130B DIATOMACEOUS EARTH FILTERS
SECTION 3131B HIGH-RATE SAND FILTERS
SECTION 3132B CARTRIDGE FILTERS
SECTION 3133B CHEMICAL FEEDERS
SECTION 3134B DISINFECTANT FEEDERS
SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM
SECTION 3136B POOL SKIMMING SYSTEMS
SECTION 3137B POOL FITTINGS
SECTION 3138B SPA POOL SPECIAL REQUIREMENTS [Go to Page]
FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE
TABLE 31B-1
FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE
TABLE 31B-2
FIGURE 31B-3 DEPTHS AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS
TABLE 31B-3A POOLS WITH MAXIMUM WATER DEPTH = 6 -0
TABLE 31B-3B POOLS WITH MAXIMUM WATER DEPTH > 6 -0
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
SECTION 3153B RESERVED
SECTION 3154B RESERVED
SECTION 3155B RESERVED
SECTION 3156B RESERVED
SECTION 3157B RESERVED
SECTION 3158B RESERVED
SECTION 3159B RESERVED
DIVISION II – PUBLIC SWIMMING POOLS [Go to Page]
SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS
SECTION 3161B WADING POOLS
SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS [Go to Page]
FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND
FIGURE 31B-5 EFFECTIVE FENCING HEIGHT
FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS
TABLE 31B-6
FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS
TABLE 31B-7
CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION
CHAPTER 31C [DPH]RADIATION [Go to Page]
SECTION 3101C SCOPE
SECTION 3102C RADIATION SHIELDING BARRIERS
SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS
SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS
CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS
CHAPTER 31D [DPH] FOOD ESTABLISHMENTS [Go to Page]
SECTION 3101D SCOPE
SECTION 3102D DEFINITIONS
SECTION 3103D BUILDINGS AND STRUCTURES
CHAPTER 31E RESERVED
CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS
CHAPTER 31F [SLC] MARINE OIL TERMINALS [Go to Page]
DIVISION 1 [Go to Page]
SECTION 3101F [SLC] INTRODUCTION
DIVISION 2 [Go to Page]
SECTION 3102F AUDIT AND INSPECTION [Go to Page]
TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS)1
TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2]
TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTIONS [2.2]
TABLE 31F-2-4 ASSESSMENT RATINGS
TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)
TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2]
TABLE 31F-2-7A
TABLE 31F-2-7B
TABLE 31F-2-7C
TABLE 31F-2-8
FIGURE 31F-2-1
TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]
DIVISION 3 [Go to Page]
SECTION 3103F STRUCTURAL LOADING CRITERIA [Go to Page]
TABLE 31F-3-1 UNIT WEIGHTS
TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS
FIGURE 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)
FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping)
TABLE 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
TABLE 31F-3-7 [3.1] VALUES OF BS AND B1
FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12]
FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13])
TABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec)IN THE SAN FRANCISCO BAY AREA [AFTER 3.24]
TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH)1
TABLE 31F-3-10 SITE CONDITIONS
TABLE 31F-3-11 BERTHING ANGLE
TABLE 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]
TABLE 31F-3-14 SAFETY FACTORS FOR ROPES*
TABLE 31F-3-15 ALLOWABLE WORKING LOADS
DIVISION 4 [Go to Page]
SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE [Go to Page]
FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS
TABLE 31F-4-1 MOT RISK CLASSIFICATION
FIGURE 31F-4-2—SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE
TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA
TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES
FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, ,AND EFFECTIVE DAMPING
FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA
FIGURE 31F-4-5 EFFECTIVE STIFFNESS
FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS
FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS [4.3]
FIGURE 31F-4-8 P-D EFFECT
DIVISION 5 [Go to Page]
SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN [Go to Page]
FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS
FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4]
FIGURE 31F-5-3 VERTICAL LINE ANGLES
FIGURE 31F-5-4 PASSING VESSEL
FIGURE 31F-5-5 BERTHING ENERGY CAPACITY
TABLE 31F-5-1 CONTACT LENGTH
TABLE 31F-5-2 COEFFICIENT OF FRICTION
DIVISION 6 [Go to Page]
SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS [Go to Page]
TABLE 31F-6-1 SITE CLASSES
DIVISION 7 [Go to Page]
SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS [Go to Page]
TABLE 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
TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS
FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1]
FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1]
FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]
FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH
TABLE 31F-7-4 SUBGRADE MODULUS K
FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS
FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM
TABLE 31F-7-5 LIMITS OF STRAIN
FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM
FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM
TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS
FIGURE 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
FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE
FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES
TABLE 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
DIVISON 8 [Go to Page]
SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION [Go to Page]
TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS
TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS
TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E)
DIVISION 9 [Go to Page]
SECTION 3109F PIPING AND PIPELINES [Go to Page]
TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION
DIVISION 10 [Go to Page]
SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT
DIVISION 11 [Go to Page]
SECTION 3111F ELECTRICAL SYSTEMS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENT INTO PUBLIC RIGHT-OF-WAY
CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY [Go to Page]
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION [Go to Page]
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS [Go to Page]
TABLE 3306.1 PROTECTION OF PEDESTRIANS
SECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES [Go to Page]
CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES—continued
CHAPTER 34 EXISTING STRUCTUR [Go to Page]
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS
SECTION 3404 ALTERATIONS
SECTION 3405 REPAIRS
SECTION 3406 FIRE ESCAPES
SECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY
SECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS [Go to Page]
TABLE 3411.8.5 RAMPS
SECTION 3412 COMPLIANCE ALTERNATIVES [Go to Page]
EQUATION 34-1
EQUATION 34-2
EQUATION 34-3
EQUATION 34-4
TABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES
EQUATION 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
TABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.11 MEANS OF EGRESS VALUES
TABLE 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
TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
3412.6.18 STANDPIPE SYSTEM VALUES
TABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
TABLE 3412.7 SUMMARY SHEET — BUILDING CODE
TABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa
SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]
SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM]
SECTION 3415 EXISTING GROUP I OCCUPANCIES
SECTION 3416 EXISTING GROUP L OCCUPANCIES
SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS [Go to Page]
TABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE1
TABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE1
TABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND RISK CATEGORY.ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS “STATE-OWNED.”
SECTION 3418 DEFINITIONS
SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS
SECTION 3420 METHOD A
SECTION 3421 METHOD B
SECTION 3422 PEER REVIEW REQUIREMENTS
SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES
SECTION 3424 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES AND INTERMEDIATE CARE FACILITIES [OSHPD 2]
CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES
CHAPTER 34A EXISTING STRUCTURES [Go to Page]
SECTION 3401A GENERAL
SECTION 3402A DEFINITIONS
SECTION 3403A ADDITIONS
SECTION 3404A ALTERATIONS
SECTION 3405A REPAIRS
SECTION 3406A FIRE ESCAPES
SECTION 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
SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES
SECTION 3413A MODIFICATIONS TO ASCE 41
SECTION 3414A PEER REVIEW REQUIREMENTS
SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS
SECTION 3416A COMPLIANCE ALTERNATIVES FOR SERVICES/SYSTEMS AND UTILITIES
SECTION 3417A COMPLIANCE ALTERNATIVES FOR MEANS OF EGRESS
SECTION 3418A REMOVAL OF HOSPITAL BUILDINGS FROM GENERAL ACUTE CARE SERVICES
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS [Go to Page]
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued [Go to Page]
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued
CHAPTER 35 REFERENCED STANDARDS [Go to Page]
AA
AAMA
ACI
AF&PA
AISC
AISI
AITC
ALI
ANSI
APA
APSP
ASABE
ASCE/SEI
ASME
ASTM
AWCI
AWPA
AWS
BHMA
CGSB
CPA
CPSC
CSA
CSSB
DASMA
DOC
DOJ
DOL
DOTn
EN
FEMA
FM
GA
HPVA
HUD
ICC
ISO
NAAMM
NCMA
NFPA
PCI
PTI
SFM
RMI
SDI
SJI
SPRI
TIA
TMS
TPI
UBC
UL
ULC
USC
WDMA
WRI
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS
APPENDIX A EMPLOYEE QUALIFICATIONS [Go to Page]
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS
APPENDIX B BOARD OF APPEALS [Go to Page]
SECTION B101 GENERAL
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS
APPENDIX C GROUP U—AGRICULTURAL BUILDINGS [Go to Page]
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA [Go to Page]
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
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS
APPENDIX D FIRE DISTRICTS [Go to Page]
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS
SECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
SECTION D106 REFERENCED STANDARDS
APPENDIX E RESERVED
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING
APPENDIX F RODENTPROOFING [Go to Page]
SECTION F101 GENERAL
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD RESISTANT CONSTRUCTION
APPENDIX G FLOOD-RESISTANT CONSTRUCTION [Go to Page]
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES
SECTION G104 PERMITS
SECTION G105 VARIANCES
SECTION G201 DEFINITIONS
SECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
SECTION 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
SECTION G1101 REFERENCED STANDARDS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS
APPENDIX H SIGNS [Go to Page]
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
SECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS [Go to Page]
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS
APPENDIX I PATIO COVERS [Go to Page]
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING
APPENDIX J GRADING [Go to Page]
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS
SECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS [Go to Page]
FIGURE J107.3 BENCHING DETAILS
SECTION J108 SETBACKS [Go to Page]
FIGURE J108.1 DRAINAGE DIMENSIONS
SECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS
SECTION J112 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [DSA-SS & DSA-SS/CC]
APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN [Go to Page]
SECTION K101 SCOPE
SECTION K102 DEFINITIONS
SECTION K103 STRUCTURAL STABILITY [Go to Page]
FIGURE K103.1 [Go to Page]
FIGURE K103.1-continued
SECTION K104 EVACUATION LOCATIONS
SECTION K105 SPACE WITHIN THE BUILDING
SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS
SECTION K107 ROOFTOP EVACUATION LOCATIONS
SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS
SECTION K109 ALTERNATE MEANS OF PROTECTION
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION
APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION [Go to Page]
SECTION L101 GENERAL
CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD
APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD [Go to Page]
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS
INDEX
HISTORY NOTE APPENDIX [Go to Page]

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