CA LosAngelesCounty BuildingCode Volume 2 2020
$88.29
County of Los Angeles Building Code – Volume 2
| Published By | Publication Date | Number of Pages |
| CA | 2020 |
This package includes 2020 County of Los Angeles amendment pages, and the 2019 California Building Code Title 24, Part 2, Volume 2
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2020 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2019 CBC AND 2018 IBC® |
| 2 | 2020 COUNTY OF LOS ANGELES BUILDING CODE VOLUME 2 LOS ANGELES COUNTY CODE TITLE 26 BASED ON THE 2019 CBC AND 2018 IBC® TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE ACKNOWLEDGEMENTS |
| 5 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST |
| 6 | PREFACE TO THE COUNTY OF LOS ANGELES AMENDMENTS |
| 8 | COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS OFFICES |
| 10 | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS |
| 11 | CALIFORNIA MATRIX ADOPTION TABLES |
| 16 | EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE |
| 26 | TABLE OF CONTENTS |
| 42 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN |
| 44 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS |
| 45 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 46 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 47 | TABLE 1604.3 DEFLECTION LIMITS |
| 48 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 49 | SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 |
| 50 | 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 |
| 51 | SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 52 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 53 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 54 | EQUATION 16-23 |
| 55 | TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24 EQUATION 16-25 |
| 56 | EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 |
| 57 | SECTION 1608 SNOW LOADS |
| 58 | TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS |
| 59 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 60 | FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 61 | FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 62 | FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 63 | FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 64 | FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 65 | TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 66 | EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS |
| 67 | EQUATION 16-34 SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS EQUATION 16-35 |
| 68 | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS |
| 69 | [P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 70 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 71 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 72 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 73 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA |
| 74 | SECTION 1613 EARTHQUAKE LOADS |
| 75 | EQUATION 16-36 EQUATION 16-37 TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a EQUATION 16-38 EQUATION 16-39 |
| 76 | TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV a TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 77 | FIGURE 1613.2.1(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) |
| 78 | FIGURE 1613.2.1(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) |
| 79 | FIGURE 1613.2.1(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) |
| 80 | FIGURE 1613.2.1(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) |
| 81 | FIGURE 1613.2.1(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) |
| 82 | FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 83 | FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 84 | FIGURE 1613.2.1(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) |
| 85 | FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 86 | FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) |
| 87 | EQUATION 12.12-1 |
| 91 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY |
| 92 | FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16-40 |
| 93 | EQUATION 16-41 SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] EQUATION 3-1a EQUATION 3-2 EQUATION 3-3a EQUATION 3-3b EQUATION 3-4 |
| 99 | TABLE 1224.4.11 ALLOWABLE RAIL DEFLECTION |
| 100 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN |
| 102 | CHAPTER 16A STRUCTURAL DESIGN SECTION 1601 A GENERAL SECTION 1602 ANOTATIONS SECTION 1603A CONSTRUCTION DOCUMENTS |
| 104 | SECTION 1604A GENERAL DESIGN REQUIREMENTS |
| 105 | TABLE 1604A.3 DEFLECTION LIMITS |
| 106 | TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS |
| 107 | TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 108 | SECTION 1605A LOAD COMBINATIONS EQUATION 16A-1 EQUATION 16A-2 |
| 109 | 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 |
| 110 | EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20 EQUAITON 16A-21 EQUATION 16A-22 EQUATION 3-1A EQUATION 3-2 EQUATION 3-3A EQUATION 3-3B EQUATION 3-4 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS |
| 111 | TABLE 1607A. 1MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 112 | TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 114 | EQUATION 16A-23 TABLE 1607A.11.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 115 | EQUATION 16A-24 EQUATION 16A-25 EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 |
| 116 | EQUATION 16A-29 EQUATION 16A-30 EQUATION 16A-31 EQUATION 16A-32 |
| 117 | SECTION 1608A SNOW LOADS SECTION 1609A WIND LOADS |
| 118 | TABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 119 | FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (p |
| 120 | FIGURE 1608A.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 121 | EQUATION 16A-33 TABLE 1609A.3.1 WIND SPEED CONVERSIONS |
| 122 | FIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 123 | FIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 124 | FIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 125 | FIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 126 | EQUATION 16A-34 SECTION 1610A SOIL LATERAL LOADS |
| 127 | TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS EQUATION 16A-35 |
| 128 | [P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 129 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 130 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATE |
| 131 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 132 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA |
| 133 | SECTION 1612A FLOOD LOADS SECTION 1613A EARTHQUAKE LOADS |
| 134 | EQUATION 16A-36 EQUATION 16A-37 EQUATION 16A-38 EQUATION 16A-39 TABLE 1613A.2.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613A.2.3(2) VALUES OF SITE COEFFICIENT FV a |
| 135 | SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A TSUNAMI LOADS SECTION 1616A STRUCTURAL INTEGRITY |
| 136 | EQUATION 16A-40 FIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 137 | EQUATION 16A-41 SECTION 1617A MODIFICATIONS TO ASCE 7 |
| 138 | EQUATION 12.12-1 |
| 146 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS |
| 148 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS |
| 149 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 152 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 154 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 156 | TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 157 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 163 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS |
| 164 | SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 166 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS |
| 168 | CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL SECTION 1702 ANEW MATERIALS SECTION 1703A APPROVALS |
| 169 | SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 171 | SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 173 | TABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION |
| 174 | TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 175 | TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 177 | TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 178 | TABLE 1705A.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705A.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 183 | SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A IN-SITU LOAD TESTS |
| 184 | SECTION 1709A PRECONSTRUCTION LOAD TESTS |
| 186 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS |
| 188 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 192 | SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 194 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES |
| 195 | SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 196 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c |
| 197 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c |
| 198 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES |
| 199 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 200 | EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES |
| 201 | SECTION 1808 FOUNDATIONS |
| 202 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 203 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 204 | SECTION 1809 SHALLOW FOUNDATIONS FIGURE 1809.3 STEPPED FOOTING TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 205 | SECTION 1810 DEEP FOUNDATIONS |
| 208 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 210 | EQUATION 18-4 |
| 212 | EQUATION 18-5 |
| 213 | EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 |
| 219 | SECTION 1811 PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS [OSHPD 1R, 2 & 5] SECTION 1812 EARTH RETAINING SHORING [OSHPD 1R, 2 & 5] |
| 222 | SECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5] |
| 224 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS |
| 226 | CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801 AGENERAL SECTION 1802A DESIGN BASIS SECTION 1803A GEOTECHNICAL INVESTIGATIONS |
| 229 | SECTION 1804A EXCAVATION, GRADING AND FILL |
| 230 | SECTION 1805A DAMPPROOFING AND WATERPROOFING |
| 232 | SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 233 | EQUATION 18A-1 EQUATION 18A-2 |
| 234 | EQUATION 18A-3 SECTION 1808A FOUNDATIONS |
| 235 | FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 236 | TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER |
| 237 | SECTION 1809A SHALLOW FOUNDATIONS |
| 238 | SECTION 1810A DEEP FOUNDATIONS |
| 240 | TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 242 | EQUATION 18A-4 |
| 244 | EQUATION 18A-6 EQUATION 18A-7 |
| 245 | EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 |
| 250 | SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS |
| 251 | SECTION 1812A EARTH RETAINING SHORING |
| 254 | SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT |
| 256 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE |
| 258 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL |
| 260 | SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 261 | SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 263 | SECTION 1906 STRUCTURAL PLAIN CONCRETE |
| 264 | SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE |
| 265 | SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 268 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE |
| 269 | SECTION 1910 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES, INTERMEDIATE CARE FACILITIES, ACUTE PSYCHIATRIC AND NON-GAC BUILDINGS [OSHPD 1R, 2 & 5] |
| 270 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1911 EXISTING CONCRETE STRUCTURES [OSHPD 1R, 2 & 5] |
| 272 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE |
| 274 | CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS |
| 275 | SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS SECTION 1905A MODIFICATIONS TO ACI 318 |
| 278 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE SECTION 1906A STRUCTURAL PLAIN CONCRETE SECTION 1907A MINIMUM SLAB PROVISIONS SECTION 1908A SHOTCRETE |
| 280 | SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING |
| 282 | SECTION 1911A EXISTING CONCRETE STRUCTURES |
| 284 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM |
| 286 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 TESTING AND INSPECTION |
| 288 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY |
| 290 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS |
| 291 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 292 | SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE |
| 293 | SECTION 2106 SEISMIC DESIGN |
| 294 | SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 |
| 295 | TABLE 2107.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY |
| 296 | EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 297 | SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES |
| 299 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS |
| 300 | SECTION 2113 MASONRY CHIMNEYS |
| 303 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS 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 |
| 304 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY SECTION 2115 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 307 | TABLE 2115.10.1 MINIMUM THICKNESS OF MASONRY WALLS |
| 308 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY |
| 310 | CHAPTER 21A MASONRY SECTION 2101A GENERAL SECTION 2102A NOTATIONS SECTION 2103A MASONRY CONSTRUCTION MATERIALS |
| 311 | TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104A CONSTRUCTION |
| 314 | SECTION 2105A QUALITY ASSURANCE |
| 315 | SECTION 2106A SEISMIC DESIGN |
| 316 | SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1 TABLE 2107A.4 MINIMUM THICKNESS OF MASONRY WALLS |
| 317 | SECTION 2108A STRENGTH DESIGN OF MASONRY SECTION 2109A EMPIRICAL DESIGN OF ADOBE MASONRY SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES |
| 319 | FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 320 | SECTION 2112A MASONRY HEATERS SECTION 2113A MASONRY CHIMNEYS |
| 323 | TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 324 | TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114A DRY-STACK MASONRY |
| 325 | TABLE 2114A.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY |
| 326 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL |
| 328 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS |
| 329 | SECTION 2205 STRUCTURAL STEEL |
| 330 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 331 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL |
| 332 | SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 333 | SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 334 | SECTION 2213 TESTING AND FIELD VERIFICATION [OSHPD 1R, 2 & 5] |
| 336 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL |
| 338 | CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203A PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS |
| 339 | SECTION 2205A STRUCTURAL STEEL |
| 341 | SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS |
| 342 | SECTION 2208A STEEL CABLE STRUCTURES SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 343 | SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1 |
| 344 | SECTION 2213A TESTING AND FIELD VERIFICATION |
| 346 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD |
| 348 | CHAPTER 23 WOOD SECTION 2301 GENERAL |
| 349 | SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 353 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 354 | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES |
| 355 | TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 356 | TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa |
| 357 | TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a |
| 358 | TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 360 | TABLE 2304.10.1 FASTENING SCHEDULE |
| 361 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 362 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 363 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 364 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 365 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 367 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS |
| 368 | EQUATION 23-1 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2 |
| 369 | 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 |
| 370 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 371 | 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 |
| 372 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 373 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 374 | 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 SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 375 | 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 |
| 376 | TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 378 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 379 | TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) |
| 380 | 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-fir and required number of jack studs) |
| 381 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 382 | TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 383 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 384 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 385 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS |
| 386 | FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 387 | TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 388 | FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE |
| 389 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 390 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 391 | TABLE 2308.6.1a WALL BRACING REQUIREMENTS |
| 392 | TABLE 2308.6.3(1) BRACING METHODS |
| 393 | TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING |
| 394 | TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as Indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) TABLE 2308.6.3(5) HARDBOARD SIDING |
| 395 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 396 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 397 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION |
| 398 | FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES |
| 399 | FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE |
| 400 | FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 402 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL |
| 403 | TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 404 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 405 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 406 | TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 407 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 408 | TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 409 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 410 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 411 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 412 | TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 413 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 414 | TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 415 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 416 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 417 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 418 | TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 419 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS |
| 420 | TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) |
| 421 | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 422 | TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 424 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING |
| 426 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS |
| 427 | TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 |
| 428 | 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 |
| 429 | EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 430 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING |
| 431 | 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 |
| 432 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 433 | SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 [DSA-SS, DSA-SS/CC, OSHPD 1, 1R, 2, 4 & 5] STRUCTURAL SEALANT GLAZING (SSG) |
| 435 | SECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS |
| 438 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER |
| 440 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION |
| 441 | SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING |
| 442 | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 443 | SECTION 2509 SHOWERS AND WATER CLOSETS |
| 444 | TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 445 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 446 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 448 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC |
| 450 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION |
| 454 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP |
| 455 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 456 | TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 457 | TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b SECTION 2604 INTERIOR FINISH AND TRIM |
| 458 | SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 459 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 460 | 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 |
| 461 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 462 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER |
| 463 | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION |
| 464 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL |
| 466 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 468 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS |
| 470 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 472 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 473 | [P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 474 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 476 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS |
| 478 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES |
| 480 | SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS |
| 481 | SECTION 3005 MACHINE ROOMS |
| 482 | SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 483 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 484 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 486 | SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS |
| 488 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION |
| 490 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 491 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 493 | SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS |
| 494 | SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS |
| 496 | SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS |
| 497 | SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS |
| 498 | SECTION 3114 INTERMODAL SHIPPING CONTAINERS |
| 500 | TABLE 3114.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER SIDE WALLS AND END WALLS FOR WIND OR SEISMIC LOADING FIGURE 3114.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH |
| 501 | FIGURE 3114.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH FIGURE 3114.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS |
| 502 | FIGURE 3114.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATING LIMITATIONS |
| 504 | CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE |
| 506 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS |
| 508 | CHAPTER 31B [DPH] PUBLIC POOLS DIVISION 1 – GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS |
| 509 | PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW |
| 510 | SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS |
| 511 | SECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS |
| 512 | SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS |
| 513 | SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS SECTION 3115B POOL LIGHTING |
| 514 | ANCILLARY FACILITIES SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE |
| 515 | SECTION 3120B REQUIRED SIGNS |
| 516 | SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME |
| 517 | 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 |
| 518 | SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS SECTION 3134B DISINFECTANT FEEDERS |
| 519 | FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1 |
| 520 | FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2 |
| 521 | 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″ |
| 522 | SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS |
| 523 | SECTION 3137B POOL FITTINGS SECTION 3138B SPA POOL SPECIAL REQUIREMENTS SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS |
| 524 | 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 SECTION 3160B GROUND FAULT CIRCUIT INTERRUPTERS |
| 525 | SECTION 3161B WADING POOLS SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS |
| 528 | FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT |
| 529 | FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS |
| 530 | TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS |
| 531 | TABLE 31B-7 FIGURE 31B-8 DEPTH MARKER LOCATIONS |
| 532 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION |
| 534 | 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 |
| 536 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS |
| 538 | CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES |
| 540 | CHAPTER 31E RESERVED |
| 542 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS |
| 544 | CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION |
| 545 | EQUATION 1-1 TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION |
| 547 | DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS) |
| 550 | TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTION [2.2] |
| 553 | TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) |
| 554 | TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] |
| 557 | TABLE 31F-2-7A TABLE 31F-2-7B |
| 558 | TABLE 31F-2-7C |
| 559 | TABLE 31F-2-8 TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] |
| 560 | FIGURE 31F-2-1 |
| 561 | DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS |
| 562 | EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7 |
| 563 | TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv |
| 564 | EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.2] |
| 565 | EQUATION 3-11 EQUATION 3-12 EQUATION 3-13 |
| 566 | FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5] EQUATION 3-14 |
| 567 | FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6] |
| 568 | TABLE 31F-3-6 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA EQUATION 3-15 EQUATION 3-16 EQUATION 3-17 EQUATION 3-18 |
| 569 | EQUATION 3-19 EQUATION 3-20 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 |
| 570 | TABLE 31F-3-8 SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE |
| 571 | TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS |
| 574 | DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT |
| 575 | TABLE 31F-4-1 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-2 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2 PILE-DECK CONNECTION MODELING FOR PRESTRESSED CONCRETE PILE (ADAPTED FROM [4.2]) |
| 576 | FIGURE 31F-4-3 SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE EQUATION 4-1 FIGURE 31F-4-4 IDEALIZATION OF PUSHOVER CURVE (ADAPTED FROM [4.3]) EQUATION 4-2 EQUATION 4-3 |
| 577 | EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10 EQUATION 4-11 |
| 578 | EQUATION 4-12 EQUATION 4-13 EQUATION 4-14 EQUATION 4-15 FIGURE 31F-4-5 EFFECTIVE STIFFNESS FOR SUBSTITUTE STRUCTURE METHOD FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS |
| 579 | EQUATION 4-16 FIGURE 31F-4-7 PLAN VIEW OF WHARF SEGMENT UNDER X AND Y SEISMIC EXCITATIONS EQUATION 4-17 EQUATION 4-18 EQUATION 4-19 EQUATION 4-20 EQUATION 4-21 FIGURE 31F-4-8 P-Δ EFFECT |
| 580 | EQUATION 4-22 |
| 581 | EQUATION 4-23 |
| 582 | EQUATION 4-24 EQUATION 4-25 TABLE 31F-4-3 AMPLIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES FIGURE 31F-4-9 AMPLIFICATION FACTOR, ap [4.10] TABLE 31F-4-4 IMPORTANCE FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES TABLE 31F-4-5 RESPONSE MODIFICATION FACTORS FOR NONSTRUCTURAL COMPONENTS AND NONBUILDING STRUCTURES |
| 583 | EQUATION 4-26 |
| 585 | DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS |
| 586 | FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] |
| 587 | EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL |
| 588 | FIGURE 31F-5-5 BERTHING ENERGY CAPACITY TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION EQUATION 5-3 |
| 589 | TABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4] EQUATION 5-4 TABLE 31F-5-4 ALLOWABLE WORKING LOADS |
| 591 | DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES |
| 593 | FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] |
| 594 | FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] |
| 596 | DIVISION 7 SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS EQUATION 7-1a EQUATION 7-1b EQUATION 7-1c EQUATION 7-2a EQUATION 7-2b EQUATION 7-2c EQUATION 7-3a EQUATION 7-3b EQUATION 7-3c |
| 597 | TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi) TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3]) |
| 598 | 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] |
| 599 | FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] EQUATION 7-4 EQUATION 7-5 EQUATION 7-6 EQUATION 7-7 TABLE 31F-7-4 PLASTIC HINGE LENGTH FOR PRESTRESSED CONCRETE PILES [7.5] EQUATION 7-8 EQUATION 7-9 |
| 600 | TABLE 31F-7-5 LIMITS OF STRAIN EQUATION 7-10 FIGURE 31F-7-4 METHOD A − MOMENT CURVATURE ANALYSIS FIGURE 31F-7-5 METHOD B – MOMENT CURVATURE ANALYSIS [7.6] EQUATION 7-11 EQUATION 7-12 |
| 601 | EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2]) |
| 602 | FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM EQUATION 7-19 EQUATION 7-20 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM EQUATION 7-21 TABLE 31F-7-6 PLASTIC HINGE LENGTH FOR STEEL PILES [7.5] |
| 603 | TABLE 31F-7-7 STRUCTURAL STEEL STRAIN LIMITS, εu EQUATION 7-22 EQUATION 7-23 FIGURE 31F-7-9 DEVELOPMENT LENGTH EQUATION 7-24 EQUATION 7-25 FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-26 EQUATION 7-27 |
| 604 | FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY EQUATION 7-28 EQUATION 7-29 FIGURE 31F-7-12 JOINT ROTATION EQUATION 7-30 EQUATION 7-31 EQUATION 7-32 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE |
| 605 | EQUATION 7-33 EQUATION 7-34 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES |
| 607 | EQUATION 7-35 FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY TABLE 31F-7-8 DISTANCE BELOW GROUND TO POINT OF FIXITY EQUATION 7-36 EQUATION 7-37 EQUATION 7-38 EQUATION 7-39 TABLE 31F-7-9 LIMITING STRAIN VALUES FOR TIMBER EQUATION 7-40 EQUATION 7-41 EQUATION 7-42 |
| 611 | DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION |
| 612 | TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS |
| 613 | TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E) |
| 615 | DIVISION 9 SECTION 3109F PIPING AND PIPELINES |
| 616 | TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION |
| 618 | DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT |
| 621 | DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS |
| 624 | DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG |
| 626 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY |
| 628 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 630 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION |
| 632 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK |
| 633 | SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 634 | 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 |
| 635 | SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON |
| 636 | CHAPTER 34 RESERVED |
| 638 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS |
| 639 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 640 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 641 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 642 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI |
| 643 | AISC AISI ALI |
| 644 | AMCA ANSI |
| 645 | APA ASABE |
| 646 | ASCE/SEI ASME |
| 647 | ASSE ASTM |
| 659 | AWC AWCI |
| 660 | AWPA AWS BHMA CEN |
| 661 | CPA CPSC CSA CSSB |
| 662 | DASMA DOC DOL DOTn FEMA |
| 663 | FM GA HPVA ICC |
| 664 | ISO |
| 665 | MHI NAAMM NCMA NFPA |
| 678 | PCI |
| 679 | PTI RMI SBCA SDI SFM |
| 680 | SJI SPRI SRCC TIA |
| 681 | TMS TPI UBC UL |
| 684 | ULC |
| 685 | USC WCLIB WDMA WRI |
| 686 | CHAPTER 66 SPECIAL SAFETY PROVISIONS SECTION 6601 GENERAL PROVISIONS SECTION 6602 AMUSEMENT DEVICES SECTION 6603 REBOUND TUMBLING EQUIPMENT SECTION 6604 REBOUND TUMBLING CENTER |
| 687 | SECTION 6605 AUTOMOBILE RACING FACILITIES |
| 688 | CHAPTER 67 SECURITY PROVISIONS SECTION 6701 PURPOSE SECTION 6702 SCOPE SECTION 6703 LIMITATIONS SECTION 6704 ALTERNATE SECURITY PROVISIONS SECTION 6705 DEFINITIONS SECTION 6706 TESTS: SLIDING GLASS DOORS SECTION 6707 TESTS: SLIDING GLASS WINDOWS |
| 689 | SECTION 6708 DOORS: GENERAL SECTION 6709 DOORS: SWINGING DOORS |
| 690 | SECTION 6710 DOORS: SLIDING GLASS DOORS SECTION 6711 DOORS: OVERHEAD AND SLIDING DOORS SECTION 6712 DOORS: METAL ACCORDION GRATE OR GRILLE-TYPE DOORS SECTION 6713 LIGHTS: GENERAL SECTION 6714 LIGHTS: MATERIAL SECTION 6715 LIGHTS: LOCKING DEVICES SECTION 6716 OTHER OPENINGS: GENERAL |
| 691 | SECTION 6717 HATCHWAYS, SCUTTLES AND SIMILAR OPENINGS |
| 692 | CHAPTER 68 EXPEDITED PERMITTING FOR SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEMS SECTION 6801 SCOPE SECTION 6802 DEFINITIONS SECTION 6803 APPLICATION FOR PERMITS SECTION 6804 PERMITS SECTION 6805 FEES SECTION 6806 INSPECTIONS |
| 693 | SECTION 6807 SMALL RESIDENTIAL ROOFTOP SOLAR ENERGY SYSTEM REQUIRMENTS |
| 694 | CHAPTER 69 TRAILER COACHES SECTION 6901 DEFINITION SECTION 6902 WHERE ALLOWED WITHOUT PERMITS SECTION 6903 PERMIT REQUIRED SECTION 6904 APPLICATION AND FEE REQUIRED SECTION 6905 CONDITIONS OF PERMIT |
| 695 | SECTION 6906 REVOCATION OF PERMITS SECTION 6907 OTHER PERMITS REQUIRED SECTION 6908 VALIDITY OF PERMIT |
| 696 | CHAPTER 94 REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS SECTION 9401 PURPOSE SECTION 9402 SCOPE SECTION 9403 DEFINITIONS SECTION 9404 ADMINISTRATION |
| 697 | TABLE 94-A TIME LIMITS FOR COMPLIANCE WITH INSPECTION AND REPAIR COMPLIANCE ORDER1, 2 SECTION 9405 GENERAL REQUIREMENTS |
| 698 | CHAPTER 95 EARTHQUAKE HAZARD REDUCTION FOR EXISTING CONCRETE TILT-UP BUILDINGS SECTION 9501 PURPOSE SECTION 9502 SCOPE SECTION 9503 DEFINITIONS SECTION 9504 ADMINISTRATION |
| 699 | SECTION 9505 GENERAL REQUIREMENTS SECTION 9506 ANALYSIS AND DESIGN |
| 701 | TABLE 95-A TIME LIMITS FOR COMPLIANCE WITH EARTHQUAKE HAZARD REDUCTION COMPLIANCE ORDER1, 2 SECTION 9507 MATERIALS OF CONSTRUCTION |
| 702 | CHAPTER 96 EARTHQUAKE HAZARD REDUCTION FOR EXISTING UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION 9601 PURPOSE SECTION 9602 SCOPE SECTION 9603 DEFINITIONS SECTION 9604 RATING CLASSIFICATIONS SECTION 9605 GENERAL REQUIREMENTS |
| 703 | SECTION 9606 ADMINISTRATION |
| 704 | SECTION 9607 HISTORICAL BUILDINGS SECTION 9608 INFORMATION REQUIRED ON PLANS |
| 705 | TABLE 96-A RATING CLASSIFICATIONS TABLE 96-B TIME LIMITS FOR COMPLIANCE SECTION 9609 INTERPRETATION OF THIS CHAPTER |
| 706 | TABLE 96-C EXTENSIONS OF TIME AND SERVICE PRIORITIES |
| 708 | CHAPTER 98 UNOCCUPIED BUILDINGS, STRUCTURES AND SPECIAL HAZARDS SECTION 9801 SCOPE SECTION 9802 DEFINITIONS SECTION 9803 ORDER TO SECURE BUILDINGS, STRUCTURES OR SPECIAL HAZARDS SECTION 9804 NOTIFICATION TO OTHER PERSONS SECTION 9805 POSTING SECTION 9806 SERVICE |
| 709 | SECTION 9807 REQUEST FOR HEARING SECTION 9808 NOTICE OF HEARING SECTION 9809 HEARING PROCEDURE SECTION 9810 SECURING BUILDINGS, STRUCTURES OR SPECIAL HAZARDS BY COUNTY SECTION 9811 COUNTY DEPARTMENTS SECTION 9812 NOTIFICATION OF COSTS SECTION 9813 SUBSTANDARD OR UNSAFE BUILDINGS SECTION 9814 EMERGENCY PROCEDURES |
| 712 | CHAPTER 99 BUILDING AND PROPERTY REHABILITATION SECTION 9901 SCOPE SECTION 9902 DEFINITIONS SECTION 9903 DEFINITION OF SUBSTANDARD BUILDING SECTION 9904 SUBSTANDARD CONDITIONS |
| 713 | SECTION 9905 SUBSTANDARD PROPERTY SECTION 9906 BUILDING REHABILITATION APPEALS BOARD SECTION 9907 RESERVED |
| 714 | SECTION 9908 DETERMINATION BY BUILDING OFFICIAL SECTION 9909 INFORMAL NOTICE SECTION 9910 NOTICE OF SUBSTANDARD BUILDING SECTION 9911 NOTICE OF SUBSTANDARD PROPERTY SECTION 9912 COMBINING NOTICES SECTION 9913 SERVICE OF NOTICE SECTION 9914 OTHER INTERESTED PARTIES |
| 715 | SECTION 9915 DECLARATION OF SUBSTANDARD BUILDING OR PROPERTY SECTION 9916 POSTING OF SIGNS SECTION 9917 RIGHT OF HEARING |
| 716 | SECTION 9918 HEARING BY BUILDING REHABILITATION APPEALS BOARD SECTION 9919 HEARING NOT REQUESTED SECTION 9920 NOTICE OF HEARING SECTION 9921 FORM AND CONTENTS OF NOTICE SECTION 9922 POSTING OF NOTICE SECTION 9923 ORDER: SUBSTANDARD BUILDING SECTION 9924 ORDER: SUBSTANDARD PROPERTY SECTION 9925 WORK BY PRIVATE PARTY |
| 717 | SECTION 9926 WORK BY COUNTY SECTION 9927 COSTS SECTION 9928 NOTIFICATION OF COSTS SECTION 9929 COLLECTION SECTION 9930 SALVAGE |
| 718 | SECTION 9931 INTERFERENCE PROHIBITED SECTION 9932 PROSECUTION SECTION 9933 OTHER ABATEMENT PROCEDURES SECTION 9934 VEHICLES |
| 720 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX A – EMPLOYEE QUALIFICATIONS APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS [A] SECTION A102 REFERENCED STANDARDS |
| 722 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX B – BOARD OF APPEALS APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL |
| 724 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY |
| 725 | SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS |
| 726 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX D – FIRE DISTRICTS APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS |
| 727 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT |
| 728 | SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT SECTION D106 REFERENCED STANDARDS |
| 730 | APPENDIX E RESERVED |
| 732 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX F – RODENTPROOFING APPENDIX F RODENTPROOFING SECTION F101 GENERAL |
| 734 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX G – FLOOD-RESISTANT CONSTRUCTION APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY |
| 735 | SECTION G103 POWERS AND DUTIES |
| 736 | SECTION G104 PERMITS SECTION G105 VARIANCES |
| 737 | SECTION G201 DEFINITIONS SECTION G301 SUBDIVISIONS |
| 738 | SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS |
| 739 | SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U |
| 740 | SECTION G1101 REFERENCED STANDARDS |
| 742 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX H – SIGNS APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS |
| 743 | SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL |
| 744 | SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS |
| 745 | SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS SECTION H113 MARQUEE SIGNS |
| 746 | SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN |
| 748 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX I – PATIO COVERS APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS |
| 749 | SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 750 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX J – GRADING APPENDIX J GRADING SECTION J101 GENERAL |
| 751 | SECTION J102 DEFINITIONS |
| 752 | SECTION J103 PERMITS REQUIRED |
| 753 | FIGURE J103.2 GRADING EXEMPTION CASES |
| 755 | SECTION J104 PERMIT APPLICATION AND SUBMITTALS |
| 757 | SECTION J105 INSPECTIONS |
| 759 | SECTION J106 EXCAVATIONS SECTION J107 FILLS |
| 760 | FIGURE J107.3 BENCHING DETAILS SECTION J108 SETBACKS |
| 761 | FIGURE J108.1 DRAINAGE DIMENSIONS SECTION J109 DRAINAGE AND TERRACING |
| 762 | SECTION J110 EROSION CONTROL |
| 764 | SECTION J111 REFERENCED STANDARDS |
| 766 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX K – GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN APPENDIX K GROUP R-3 AND GROUP R-3.1 OCCUPANCIES PROTECTED BY THE FACILITIES OF THE CENTRAL VALLEY FLOOD PROTECTION PLAN SECTION K101 SCOPE SECTION K102 DEFINITIONS |
| 767 | SECTION K103 STRUCTURAL STABILITY SECTION K104 EVACUATION LOCATIONS SECTION K105 SPACE WITHIN THE BUILDING |
| 768 | SECTION K106 DECKS AND BALCONIES THAT ARE EVACUATION LOCATIONS SECTION K107 ROOFTOP EVACUATION LOCATIONS SECTION K108 ATTICS THAT ARE EVACUATION LOCATIONS |
| 769 | SECTION K109 ALTERNATE MEANS OF PROTECTION |
| 770 | FIGURE K103.1 |
| 771 | FIGURE K103.1 |
| 772 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX L – EARTHQUAKE RECORDING INSTRUMENTATION APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL |
| 774 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX M – TSUNAMI-GENERATED FLOOD HAZARD APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS |
| 776 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX N – REPLICABLE BUILDINGS APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS |
| 777 | SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN |
| 778 | SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN |
| 780 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE APPENDIX O – EMERGENCY HOUSING APPENDIX O EMERGENCY HOUSING SECTION O101 GENERAL SECTION O102 DEFINITIONS |
| 781 | SECTION O103 EMERGENCY HOUSING SECTION O104 EMERGENCY SLEEPING CABINS |
| 782 | SECTION O105 EMERGENCY TRANSPORTABLE HOUSING UNITS SECTION O106 TENTS AND MEMBRANE STRUCTURES SECTION O107 ACCESSIBILITY |
| 783 | SECTION O108 LOFTS IN EMERGENCY HOUSING SECTION O109 LOCATION, MAINTENANCE AND IDENTIFICATION |
| 784 | SECTION O110 EMERGENCY HOUSING FACILITIES |
| 786 | INDEX |
| 828 | HISTORY NOTE APPENDIX |
| 830 | ICC’S DIGITAL CODES LIBRARY |
| 831 | ICC EVALUATION SERVICE |
