CA CityofLosAngeles Building Code Volume 2 2020.pdf
$67.92
City of Los Angeles Building Code Volume 2
| Published By | Publication Date | Number of Pages |
| CA | 2020 | 903 |
2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2020 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2 BASED ON THE 2019 CBC AND 2018 IBC® |
| 2 | 2020 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2 BASED ON THE 2019 CBC AND 2018 IBC® TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY OFFICES |
| 6 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES |
| 7 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY MISSION STATEMENT |
| 8 | EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE |
| 9 | HOW TO DISTINGUISH BETWEEN MODEL CODE LANGUAGE AND CALIFORNIA AMENDMENTS |
| 10 | TABLE OF CONTENTS |
| 28 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN |
| 30 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS |
| 31 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 32 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 33 | TABLE 1604.3 DEFLECTION LIMITS |
| 34 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 35 | 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 |
| 36 | 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 |
| 37 | SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 38 | 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 |
| 39 | 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 |
| 40 | EQUATION 16-23 |
| 41 | TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24 EQUATION 16-25 |
| 42 | EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 |
| 43 | SECTION 1608 SNOW LOADS |
| 44 | TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS |
| 45 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 46 | FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 47 | FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 48 | FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 49 | FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 50 | FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 51 | TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 52 | EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS |
| 53 | EQUATION 16-34 SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS EQUATION 16-35 |
| 54 | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS |
| 55 | [P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 56 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 57 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 58 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 59 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA |
| 60 | SECTION 1613 EARTHQUAKE LOADS |
| 61 | EQUATION 16-36 EQUATION 16-37 TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a EQUATION 16-38 EQUATION 16-39 |
| 62 | 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 |
| 63 | 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) |
| 64 | 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) |
| 65 | 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) |
| 66 | 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) |
| 67 | 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) |
| 68 | 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) |
| 69 | 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) |
| 70 | 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) |
| 71 | 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) |
| 72 | 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) |
| 78 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY |
| 79 | EQUATION 16-40 EQUATION 16-41 |
| 80 | FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES SECTION 1617 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 81 | EQUATION 3-1a EQUATION 3-2 EQUATION 3-3a EQUATION 3-3b EQUATION 3-4 |
| 87 | TABLE 1224.4.11 ALLOWABLE RAIL DEFLECTION |
| 88 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN |
| 90 | CHAPTER 16A STRUCTURAL DESIGN SECTION 1601 A GENERAL SECTION 1602 ANOTATIONS SECTION 1603A CONSTRUCTION DOCUMENTS |
| 92 | SECTION 1604A GENERAL DESIGN REQUIREMENTS |
| 93 | TABLE 1604A.3 DEFLECTION LIMITS |
| 94 | TABLE 1604A.4 MAXIMUM HORIZONTAL DIAPHRAGM SPAN AND SPAN-DEPTH RATIOS |
| 95 | TABLE 1604A.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 96 | SECTION 1605A LOAD COMBINATIONS EQUATION 16A-1 EQUATION 16A-2 |
| 97 | 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 |
| 98 | 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 |
| 99 | 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 |
| 100 | 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 |
| 102 | EQUATION 16A-23 TABLE 1607A.11.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 103 | EQUATION 16A-24 EQUATION 16A-25 EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 |
| 104 | EQUATION 16A-29 EQUATION 16A-30 EQUATION 16A-31 EQUATION 16A-32 |
| 105 | SECTION 1608A SNOW LOADS SECTION 1609A WIND LOADS |
| 106 | TABLE 1609A.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 107 | FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (p |
| 108 | FIGURE 1608A.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 109 | EQUATION 16A-33 TABLE 1609A.3.1 WIND SPEED CONVERSIONS |
| 110 | FIGURE 1609A.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 111 | FIGURE 1609A.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 112 | FIGURE 1609A.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 113 | FIGURE 1609A.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 114 | EQUATION 16A-34 SECTION 1610A SOIL LATERAL LOADS |
| 115 | TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1611A RAIN LOADS EQUATION 16A-35 |
| 116 | [P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 117 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 118 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATE |
| 119 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 120 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA |
| 121 | SECTION 1612A FLOOD LOADS SECTION 1613A EARTHQUAKE LOADS |
| 122 | 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 |
| 123 | SECTION 1614A ATMOSPHERIC ICE LOADS SECTION 1615A TSUNAMI LOADS SECTION 1616A STRUCTURAL INTEGRITY |
| 124 | EQUATION 16A-40 FIGURE 1616A.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 125 | EQUATION 16A-41 SECTION 1617A MODIFICATIONS TO ASCE 7 |
| 126 | EQUATION 12.12-1 |
| 134 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS |
| 136 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS |
| 137 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 142 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 144 | TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 145 | TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION AND TESTS OF CONCRETE CONSTRUCTION |
| 148 | TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 149 | 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 |
| 155 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS |
| 156 | SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 157 | SECTION 1710 CERTIFIED SECURITY BAR INSTALLER |
| 158 | SECTION 1711 PREFABRICATED CONSTRUCTION |
| 160 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 17A – SPECIAL INSPECTIONS AND TESTS |
| 162 | CHAPTER 17A SPECIAL INSPECTIONS AND TESTS SECTION 1701A GENERAL SECTION 1702 ANEW MATERIALS SECTION 1703A APPROVALS |
| 163 | SECTION 1704A SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 165 | SECTION 1705A REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 167 | TABLE 1705A.2.1 REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION |
| 168 | TABLE 1705A.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 169 | TABLE 1705A.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 171 | TABLE 1705A.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 172 | 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 |
| 177 | SECTION 1706A DESIGN STRENGTHS OF MATERIALS SECTION 1707A ALTERNATIVE TEST PROCEDURE SECTION 1708A IN-SITU LOAD TESTS |
| 178 | SECTION 1709A PRECONSTRUCTION LOAD TESTS |
| 180 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS |
| 182 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 186 | SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 188 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES |
| 189 | SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 190 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c |
| 191 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c |
| 192 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES |
| 193 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 194 | 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 |
| 195 | SECTION 1808 FOUNDATIONS |
| 196 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 197 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 198 | SECTION 1809 SHALLOW FOUNDATIONS FIGURE 1809.3 STEPPED FOUNDATIONS |
| 199 | TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 200 | SECTION 1810 DEEP FOUNDATIONS |
| 202 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 204 | EQUATION 18-4 |
| 206 | EQUATION 18-5 |
| 207 | EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 |
| 213 | SECTION 1811 PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS [OSHPD 1R, 2 & 5] SECTION 1812 EARTH RETAINING SHORING [OSHPD 1R, 2 & 5] |
| 216 | SECTION 1813 VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT [OSHPD 1R, 2 & 5] |
| 218 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS |
| 220 | CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801 AGENERAL SECTION 1802A DESIGN BASIS SECTION 1803A GEOTECHNICAL INVESTIGATIONS |
| 223 | SECTION 1804A EXCAVATION, GRADING AND FILL |
| 224 | SECTION 1805A DAMPPROOFING AND WATERPROOFING |
| 226 | 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 |
| 227 | EQUATION 18A-1 EQUATION 18A-2 |
| 228 | EQUATION 18A-3 SECTION 1808A FOUNDATIONS |
| 229 | FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 230 | TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER |
| 231 | SECTION 1809A SHALLOW FOUNDATIONS |
| 232 | SECTION 1810A DEEP FOUNDATIONS |
| 234 | TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 236 | EQUATION 18A-4 |
| 238 | EQUATION 18A-6 EQUATION 18A-7 |
| 239 | EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 |
| 244 | SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS |
| 245 | SECTION 1812A EARTH RETAINING SHORING |
| 248 | SECTION 1813A VIBRO STONE COLUMNS FOR GROUND IMPROVEMENT |
| 250 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE |
| 252 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL |
| 254 | SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 255 | SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 257 | SECTION 1906 STRUCTURAL PLAIN CONCRETE |
| 258 | SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE |
| 259 | SECTION 1909 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 262 | TABLE 21.2.2 STRENGTH REDUCTION FACTOR φ FOR MOMENT, AXIAL FORCE, OR COMBINED MOMENT AND AXIAL FORCE |
| 263 | SECTION 1910 ADDITIONAL REQUIREMENTS FOR SKILLED NURSING FACILITIES, INTERMEDIATE CARE FACILITIES, ACUTE PSYCHIATRIC AND NON-GAC BUILDINGS [OSHPD 1R, 2 & 5] |
| 264 | 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] |
| 266 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE |
| 268 | CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS |
| 269 | SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS SECTION 1905A MODIFICATIONS TO ACI 318 |
| 272 | 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 |
| 274 | SECTION 1909A RESERVED SECTION 1910A CONCRETE, REINFORCEMENT AND ANCHOR TESTING |
| 276 | SECTION 1911A EXISTING CONCRETE STRUCTURES |
| 278 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM |
| 280 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 TESTING AND INSPECTION |
| 282 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY |
| 284 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS |
| 285 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 286 | SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE |
| 287 | SECTION 2106 SEISMIC DESIGN |
| 288 | SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 |
| 289 | TABLE 2107.5 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY |
| 290 | EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 291 | SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES |
| 293 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS |
| 294 | SECTION 2113 MASONRY CHIMNEYS |
| 297 | 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 |
| 298 | 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] |
| 301 | TABLE 2115.10.1 MINIMUM THICKNESS OF MASONRY WALLS |
| 302 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY |
| 304 | CHAPTER 21A MASONRY SECTION 2101A GENERAL SECTION 2102A NOTATIONS SECTION 2103A MASONRY CONSTRUCTION MATERIALS |
| 305 | TABLE 2103A.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104A CONSTRUCTION |
| 308 | SECTION 2105A QUALITY ASSURANCE |
| 309 | SECTION 2106A SEISMIC DESIGN |
| 310 | SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1 TABLE 2107A.4 MINIMUM THICKNESS OF MASONRY WALLS |
| 311 | SECTION 2108A STRENGTH DESIGN OF MASONRY SECTION 2109A EMPIRICAL DESIGN OF ADOBE MASONRY SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES |
| 313 | FIGURE 2111A.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 314 | SECTION 2112A MASONRY HEATERS SECTION 2113A MASONRY CHIMNEYS |
| 317 | TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 318 | 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 |
| 319 | TABLE 2114A.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY |
| 320 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22 – STEEL |
| 322 | 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 |
| 323 | SECTION 2205 STRUCTURAL STEEL |
| 324 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 325 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL |
| 326 | SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 327 | SECTION 2212 ADDITIONAL REQUIREMENTS FOR COMMUNITY COLLEGES [DSA-SS/CC] |
| 328 | SECTION 2213 TESTING AND FIELD VERIFICATION [OSHPD 1R, 2 & 5] |
| 330 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 22A – STEEL |
| 332 | 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 |
| 333 | SECTION 2205A STRUCTURAL STEEL |
| 335 | SECTION 2206A COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207A STEEL JOISTS |
| 336 | SECTION 2208A STEEL CABLE STRUCTURES SECTION 2209A STEEL STORAGE RACKS SECTION 2210A COLD-FORMED STEEL SECTION 2211A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 337 | SECTION 2212A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1 |
| 338 | SECTION 2213A TESTING AND FIELD VERIFICATION |
| 340 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 23 – WOOD |
| 342 | CHAPTER 23 WOOD SECTION 2301 GENERAL |
| 343 | SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 347 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 348 | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES |
| 349 | TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 350 | 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 |
| 351 | 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 |
| 352 | TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 354 | TABLE 2304.10.1 FASTENING SCHEDULE |
| 355 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 356 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 357 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 358 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 359 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 362 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 EQUATION 23-2 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c |
| 363 | 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 |
| 364 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 365 | 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 |
| 366 | 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 |
| 367 | TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING |
| 368 | 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 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 |
| 369 | 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 |
| 370 | TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 372 | 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) |
| 373 | 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) |
| 374 | 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) |
| 375 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 376 | TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 377 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 378 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 379 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS |
| 380 | FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 381 | TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 382 | 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 |
| 383 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 384 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 385 | TABLE 2308.6.1a WALL BRACING REQUIREMENTS |
| 386 | TABLE 2308.6.3(1) BRACING METHODS |
| 387 | TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING |
| 388 | 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 |
| 389 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 390 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 391 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION |
| 392 | 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 |
| 393 | FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE |
| 394 | FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 396 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL |
| 397 | TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 398 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 399 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 400 | 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) |
| 401 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 402 | 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) |
| 403 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 404 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240) |
| 405 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180) |
| 406 | 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) |
| 407 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180) |
| 408 | 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) |
| 409 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 410 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240) |
| 411 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 412 | TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) |
| 413 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS |
| 414 | TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) |
| 415 | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 416 | TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 418 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING |
| 420 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS |
| 421 | TABLE 2403.2.1 MINIMUM GLAZING REQUIREMENTS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 |
| 422 | 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 |
| 423 | EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 424 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING |
| 425 | 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 |
| 426 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 427 | 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) |
| 429 | SECTION 2411 [OSHPD 1, 1R, 2, 4 & 5] THERMAL BARRIERS IN ALUMINUM MULLION SYSTEMS |
| 432 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER |
| 434 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION |
| 435 | 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 |
| 436 | 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 |
| 437 | SECTION 2509 SHOWERS AND WATER CLOSETS |
| 438 | 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) |
| 439 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 440 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 442 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC |
| 444 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION |
| 448 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP |
| 449 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 450 | 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 |
| 451 | 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 |
| 452 | SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 453 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 454 | 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 |
| 455 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 456 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER |
| 457 | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION |
| 458 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL |
| 460 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 462 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS |
| 464 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 466 | 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) |
| 467 | [P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 468 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 470 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS |
| 472 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES |
| 474 | SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS |
| 475 | SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 476 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 477 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 479 | SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS |
| 480 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31– SPECIAL CONSTRUCTION |
| 482 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 483 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 485 | SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS |
| 486 | SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS |
| 488 | SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS |
| 489 | SECTION 3112 PATIO COVERS SECTION 3113 RELOCATABLE BUILDINGS |
| 492 | CHAPTER 31A SYSTEMS FOR WINDOW CLEANING OR EXTERIOR BUILDING MAINTENANCE |
| 494 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC POOLS |
| 496 | CHAPTER 31B [DPH] PUBLIC POOLS DIVISION 1 – GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS |
| 497 | PLAN REVIEW, PERMITS, CONSTRUCTION AND FIELD INSPECTIONS SECTION 3103B PLAN REVIEW |
| 498 | SECTION 3104B CONSTRUCTION SECTION 3105B PLAN COMPLIANCE INSPECTIONS POOL STRUCTURE SECTION 3106B SPECIAL REQUIREMENTS FOR SPRAY GROUNDS |
| 499 | SECTION 3107B ALTERNATIVE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION SECTION 3108B POOL CONSTRUCTION SECTION 3109B POOL GEOMETRY SECTION 3110B PERMANENT MARKINGS |
| 500 | SECTION 3111B STEPS, RECESSED STEPS, LADDERS AND STAIRS |
| 501 | SECTION 3112B HANDHOLDS SECTION 3113B DIVING BOARDS AND PLATFORMS SECTION 3114B POOL DECKS SECTION 3115B POOL LIGHTING |
| 502 | ANCILLARY FACILITIES SECTION 3116B DRESSING, SHOWER AND TOILET FACILITIES SECTION 3117B DRINKING FOUNTAINS SECTION 3118B HOSE BIBBS SECTION 3119B POOL ENCLOSURE |
| 503 | SECTION 3120B REQUIRED SIGNS |
| 504 | SECTION 3121B INDOOR POOL VENTILATION SECTION 3122B POOL EQUIPMENT ENCLOSURE SECTION 3123B GENERAL REQUIREMENTS SECTION 3124B TURNOVER TIME |
| 505 | 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 |
| 506 | SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CARTRIDGE FILTERS SECTION 3133B CHEMICAL FEEDERS SECTION 3134B DISINFECTANT FEEDERS |
| 507 | FIGURE 31B-1 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS GREATER THAN 30 INCHES (762 mm) ABOVE THE WATER LINE TABLE 31B-1 |
| 508 | FIGURE 31B-2 DEPTHS AND CLEARANCES FOR POOLS WITH DIVING BOARDS 30 INCHES (762 MM) OR LESS ABOVE THE WATER LINE TABLE 31B-2 |
| 509 | 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″ |
| 510 | SECTION 3135B GAS CHLORINATION EQUIPMENT ROOM SECTION 3136B POOL SKIMMING SYSTEMS |
| 511 | SECTION 3137B POOL FITTINGS SECTION 3138B SPA POOL SPECIAL REQUIREMENTS SECTION 3139B SOLAR HEATING INSTALLATIONS SECTION 3140B CLEANING SYSTEMS |
| 512 | 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 |
| 513 | SECTION 3161B WADING POOLS SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS |
| 516 | FIGURE 31B-4 PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5 EFFECTIVE FENCING HEIGHT |
| 517 | FIGURE 31B-6 DEPTHS AND DIMENSIONS FOR SPA POOLS |
| 518 | TABLE 31B-6 FIGURE 31B-7 STAIR AND HANDRAIL DIMENSIONS |
| 519 | TABLE 31B-7 FIGURE 31B-8 DEPTH MARKER LOCATIONS |
| 520 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION |
| 522 | 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 |
| 524 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS |
| 526 | CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDINGS AND STRUCTURES |
| 528 | CHAPTER 31E RESERVED |
| 530 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS |
| 532 | CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION |
| 533 | EQUATION 1-1 TABLE 31F-1-1 MOT OIL SPILL EXPOSURE CLASSIFICATION |
| 535 | DIVISION 2 SECTION 3102F AUDIT AND INSPECTION TABLE 31F-2-1 MAXIMUM INTERVAL BETWEEN UNDERWATER INSPECTIONS (YEARS) |
| 538 | TABLE 31F-2-2 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-3 SCOPE OF UNDERWATER INSPECTION [2.2] |
| 541 | TABLE 31F-2-4 ASSESSMENT RATINGS TABLE 31F-2-5 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) |
| 542 | TABLE 31F-2-6 FOLLOW-UP ACTIONS [2.2] |
| 545 | TABLE 31F-2-7A TABLE 31F-2-7B |
| 546 | TABLE 31F-2-7C |
| 547 | TABLE 31F-2-8 TABLE 31F-2-9 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] |
| 548 | FIGURE 31F-2-1 |
| 549 | DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS |
| 550 | EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7 |
| 551 | TABLE 31F-3-3 VALUES OF Fa TABLE 31F-3-4 VALUES OF Fv |
| 552 | EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 TABLE 31F-3-5 VALUES OF BS AND B1 [3.2] |
| 553 | EQUATION 3-11 EQUATION 3-12 EQUATION 3-13 |
| 554 | FIGURE 31F-3-1 WIND SPEED CONVERSION FACTOR [3.5] EQUATION 3-14 |
| 555 | FIGURE 31F-3-2 CURRENT VELOCITY CORRECTION FACTOR (p. 23 [3.6] |
| 556 | 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 |
| 557 | EQUATION 3-19 EQUATION 3-20 TABLE 31F-3-7 BERTHING VELOCITY Vn (NORMAL TO BERTH)1 |
| 558 | TABLE 31F-3-8 SITE CONDITIONS TABLE 31F-3-9 BERTHING ANGLE |
| 559 | TABLE 31F-3-10 LRFD LOAD FACTORS FOR LOAD COMBINATIONS TABLE 31F-3-11 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS |
| 562 | DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE FIGURE 31F-4-1 DEFINITION OF IRREGULAR MOT |
| 563 | 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]) |
| 564 | 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 |
| 565 | EQUATION 4-4 EQUATION 4-5 EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9 EQUATION 4-10 EQUATION 4-11 |
| 566 | 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 |
| 567 | 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 |
| 568 | EQUATION 4-22 |
| 569 | EQUATION 4-23 |
| 570 | 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 |
| 571 | EQUATION 4-26 |
| 573 | DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS |
| 574 | FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] |
| 575 | EQUATION 5-1 FIGURE 31F-5-4 PASSING VESSEL |
| 576 | FIGURE 31F-5-5 BERTHING ENERGY CAPACITY TABLE 31F-5-1 CONTACT LENGTH TABLE 31F-5-2 COEFFICIENT OF FRICTION EQUATION 5-3 |
| 577 | TABLE 31F-5-3 SAFETY FACTORS FOR ROPES [5.4] EQUATION 5-4 TABLE 31F-5-4 ALLOWABLE WORKING LOADS |
| 579 | DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES |
| 581 | FIGURE 31F-6-1 AXIAL SOIL SPRINGS [6.8] |
| 582 | FIGURE 31F-6-2 SLIDING LAYER MODEL [6.8] |
| 584 | 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 |
| 585 | 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]) |
| 586 | 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] |
| 587 | 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 |
| 588 | 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 |
| 589 | 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]) |
| 590 | 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] |
| 591 | 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 |
| 592 | 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 |
| 593 | EQUATION 7-33 EQUATION 7-34 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES |
| 595 | 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 |
| 599 | DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION |
| 600 | TABLE 31F-8-1 CARGO LIQUID VOLATILITY RATINGS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS |
| 601 | TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E) |
| 603 | DIVISION 9 SECTION 3109F PIPING AND PIPELINES |
| 604 | TABLE 31F-9-1 COEFFICIENTS OF STATIC FRICTION |
| 606 | DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT |
| 609 | DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS |
| 612 | DIVISION 12 SECTION 3112F REQUIREMENTS SPECIFIC TO MARINE TERMINALS THAT TRANSFER LNG |
| 614 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY |
| 616 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 618 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION |
| 620 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK |
| 621 | SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 622 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY |
| 623 | SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS |
| 624 | SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON |
| 626 | CHAPTER 34 RESERVED |
| 628 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS |
| 629 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 630 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 631 | CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 632 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI |
| 633 | AISC AISI ALI |
| 634 | AMCA ANSI |
| 635 | APA ASABE |
| 636 | ASCE/SEI ASME |
| 637 | ASSE ASTM |
| 649 | AWC AWCI |
| 650 | AWPA AWS BHMA CEN |
| 651 | CPA CPSC CSA CSSB |
| 652 | DASMA DOC DOL DOTn FEMA |
| 653 | FM GA HPVA ICC |
| 654 | ISO |
| 655 | MHI NAAMM NCMA NFPA |
| 668 | PCI |
| 669 | PTI RMI SBCA SDI SFM |
| 670 | SJI SPRI SRCC TIA |
| 671 | TMS TPI UBC UL |
| 674 | ULC |
| 675 | USC WCLIB WDMA WRI |
| 676 | CHAPTER 61 SPECIAL HAZARD AREAS SECTION 6101 IMPACT HAZARD GLAZING IN EXISTING BUILDINGS SECTION 6102 RUBBISH ROOMS SECTION 6103 SHAFTS, PITS AND SIMILAR EXCAVATION – MISDEMEANOR SECTION 6104 FIRE DISTRICTS SECTION 6105 SEPARATION FROM OIL WELLS |
| 677 | SECTION 6109 SWIMMING POOLS AND OTHER BODIES OF WATER – PROTECTIVE DEVICES REQUIRED |
| 678 | CHAPTER 62 SIGNS SECTION 6201 GENERAL PROVISIONS |
| 679 | SECTION 6202 DEFINITIONS SECTION 6203 LOCATION |
| 680 | SECTION 6204 IDENTIFICATION SECTION 6205 DESIGN AND CONSTRUCTION |
| 681 | SECTION 6206 ELECTRICAL SECTION 6207 COMBUSTIBLE MATERIALS SECTION 6208 ANIMATED DEVICES SECTION 6209 GROUND SIGNS SECTION 6210 ROOF SIGNS |
| 682 | SECTION 6211 WALL SIGNS SECTION 6212 PROJECTING SIGNS SECTION 6213 MARQUEE SIGNS |
| 683 | SECTION 6214 PORTABLE SIGNS SECTION 6215 REFERENCED STANDARDS SECTION 6216 EXISTING SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN |
| 684 | CHAPTER 63 ADDITIONAL PROVISIONS FOR SPECIFIC USES SECTION 6301 GENERAL SECTION 6302 FOOD ESTABLISHMENT |
| 685 | SECTION 6303 SERVICE STATIONS SECTION 6304 RESIDENTIAL USES SECTION 6305 PARKING GARAGES SERVING RESIDENTIAL USES SECTION 6306 ANTI-GRAFFITI FINISH TO EXTERIOR WALLS |
| 686 | SECTION 6307 SHOWER AND LOCKER FACILITIES |
| 688 | CHAPTER 67 SECURITY PROVISIONS SECTION 6701 PURPOSE SECTION 6702 GENERAL SECTION 6703 LIMITATIONS SECTION 6704 ALTERNATIVE SECURITY PROVISIONS SECTION 6705 DEFINITIONS |
| 689 | SECTION 6706 ENTRY VISION SECTION 6707 APPURTENANT ACCESS SECTION 6708 DOORS – GENERAL SECTION 6709 SWINGING DOORS |
| 690 | SECTION 6710 SLIDING GLASS DOORS SECTION 6711 OVERHEAD AND SLIDING DOORS SECTION 6712 METAL ACCORDION-GRATE OR GRILLE-TYPE DOORS SECTION 6713 GLAZED OPENING – GENERAL SECTION 6714 GLAZING SECTION 6715 WINDOWS |
| 691 | SECTION 6716 OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS SECTION 6717 TESTS – GENERAL |
| 692 | CHAPTER 70 GRADING, EXCAVATIONS AND FILLS SECTION 7001 PURPOSE SECTION 7002 SCOPE SECTION 7003 DEFINITIONS |
| 693 | SECTION 7004 GRADING DESIGNATION SECTION 7005 GENERAL REQUIREMENTS |
| 694 | SECTION 7006 CONDITIONS PRECEDENT TO ISSUING A GRADING PERMIT |
| 698 | SECTION 7007 SAFETY PRECAUTIONS DURING GRADING SECTION 7008 PROFESSIONAL INSPECTION AND CERTIFICATION FOR ENGINEERED GRADING |
| 699 | SECTION 7009 PROFESSIONAL INSPECTION FOR REGULAR GRADING SECTION 7010 EXCAVATIONS |
| 700 | SECTION 7011 FILLS |
| 701 | SECTION 7012 PLANTING AND IRRIGATION OF CUT AND FILL SLOPES IN HILLSIDE AREAS |
| 702 | SECTION 7013 EROSION CONTROL AND DRAINAGE DEVICES |
| 703 | SECTION 7014 CONSTRUCTION REQUIREMENTS AND LIMITATIONS SECTION 7015 BUTTRESS FILLS |
| 704 | SECTION 7016 AREAS SUBJECTED TO SLIDES AND UNSTABLE SOIL |
| 705 | FIGURE NO. A-13372 BASIC GRID MAP |
| 706 | FIGURE A INTERCEPTOR TERRACE FIGURE B DIVERTER TERRACE For top of cut slopes/ or fill slopes FIGURE C BERM DETAIL |
| 707 | FIGURE D 20-FOOT HORIZONTAL BENCH FIGURE E |
| 708 | FIGURE F DRAINAGE DISPERSAL WALL |
| 709 | FIGURE PLAN VIEW INLET STRUCTURE FIGURE G PLAN VIEW OUTLET STRUCTURE |
| 710 | FIGURE SECTION A-A FIGURE SECTION B-B FIGURE SECTION C-C FIGURE SECTION D-D FIGURE GRATING FASTENING DETAIL H |
| 711 | FIGURE SECTION Y-Y INLET STRUCTURE |
| 712 | CHAPTER 71 METHANE SEEPAGE REGULATIONS SECTION 7101 PURPOSE SECTION 7102 DEFINITIONS |
| 713 | SECTION 7103 GENERAL METHANE MITIGATION REQUIREMENTS SECTION 7104 GENERAL METHANE REQUIREMENTS |
| 715 | SECTION 7105 EXISTING BUILDINGS SECTION 7106 TESTING, MAINTENANCE AND SERVICE OF GAS-DETECTION AND MECHANICAL VENTILATION SYSTEMS SECTION 7107 EMERGENCY PROCEDURES SECTION 7108 APPLICATION OF METHANE SEEPAGE REGULATIONS TO LOCATIONS OR AREAS OUTSIDE THE METHANE ZONE AND METHANE BUFFER ZONE BOUNDARIES SECTION 7109 ADDITIONAL REMEDIAL MEASURES |
| 716 | TABLE 71 MINIMUM METHANE MITIGATION REQUIREMENTS |
| 718 | CHAPTER 72 FIRE DISTRICT REGULATIONS SECTION 7200 PURPOSE SECTION 7201 GENERAL |
| 720 | SECTION 7202 ADDITIONS TO BUILDINGS SECTION 7203 GENERAL REQUIREMENTS SECTION 7204 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 1 |
| 721 | SECTION 7205 PROVISIONAL STRUCTURES SECTION 7206 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 2 SECTION 7207 SPECIAL REQUIREMENTS FOR THE VERY HIGH FIRE HAZARD SEVERITY ZONE SECTION 7208 PROHIBITED VEHICLES |
| 722 | CHAPTER 81 MAINTENANCE OF EXISTING BUILDINGS AND STRUCTURES SECTION 8101 GENERAL PROVISIONS SECTION 8102 ENFORCEMENT SECTION 8103 EXISTING BUILDING RIGHTS SECTION 8104 BASIC MAINTENANCE AND REPAIR OF EXISTING BUILDINGS AND PREMISES |
| 723 | SECTION 8105 ILLEGAL BUILDINGS, CONSTRUCTION AND USE |
| 724 | SECTION 8106 FIRE DISTRICT REQUIREMENTS SECTION 8107 RESERVED SECTION 8108 NUISANCES, HAZARDOUS BUILDINGS AND SUBSTANDARD RESIDENTIAL BUILDINGS |
| 725 | SECTION 8109 RELOCATED BUILDINGS SECTION 8110 UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION 8111 RESIDENTIAL HEATING SECTION 8112 RESIDENTIAL PLUMBING SECTION 8113 ROD BRACING SYSTEMS SECTION 8114 PARAPETS AND APPENDAGES SECTION 8115 SANDBLASTING |
| 726 | SECTION 8116 SPECIAL PROVISIONS FOR LIGHT-HOUSEKEEPING ROOMS SECTION 8117 FIRE WATCH SECTION 8118 POOL WATER CLARITY |
| 727 | SECTION 8119 HISTORICAL BUILDINGS AND STRUCTURES |
| 730 | CHAPTER 82 CHANGE OF OCCUPANCY, USE AND RATING CLASSIFICATION SECTION 8201 GENERAL SECTION 8202 CHANGE OF RATING CLASSIFICATION SECTION 8203 CHANGE OF OCCUPANCY GROUP OR GROUP DIVISION SECTION 8204 CHANGE OF USE SECTION 8205 CERTIFICATE OF BUILDING COMPLIANCE TABLE 82-A CERTIFICATE OF BUILDING COMPLIANCE INSPECTION FEE |
| 732 | CHAPTER 83 RELOCATION PERMIT SECTION 8301 GENERAL APPLICATION SECTION 8302 PERMITS REQUIRED – GENERAL CONSIDERATIONS SECTION 8303 PERMIT APPLICATION – PLANS AND SPECIFICATIONS |
| 733 | SECTION 8304 SPECIAL CONDITIONS UNDER WHICH A PERMIT WILL NOT BE ISSUED SECTION 8305 GUARANTEE OF COMPLETION REQUIRED |
| 734 | SECTION 8306 TERMS OF PERMIT SECTION 8307 DEFAULT IN PERFORMANCE OF CONDITIONS OR TERMS OF PERMITS – FAILURE TO COMPLETE SECTION 8308 PERMIT FEES |
| 735 | TABLE-A BASIC RELOCATION APPLICATION FEE SCHEDULE SECTION 8309 ENTRY UPON PREMISES |
| 736 | CHAPTER 85 ALTERNATIVE BUILDING STANDARDS FOR JOINT LIVING AND WORK QUARTERS SECTION 8501 GENERAL |
| 737 | SECTION 8502 ALTERNATIVE STANDARDS |
| 742 | CHAPTER 86 SPECIAL PROVISIONS FOR EXISTING BUILDINGS SECTION 8601 GENERAL SECTION 8602 GROUP E OCCUPANCIES |
| 743 | SECTION 8603 FIRE PROTECTION – WARNING SYSTEM SECTION 8604 FIRE SAFETY STANDARDS |
| 748 | SECTION 8605 EMERGENCY HOMELESS SHELTERS |
| 749 | SECTION 8606 EMERGENCY LIGHTING STANDARDS FOR EXISTING RESIDENTIAL BUILDINGS, GROUP R, DIVISION 1 OCCUPANCIES |
| 750 | SECTION 8607 TENANT SAFETY FOR APARTMENT HOUSES, EXCEPT FOR RESIDENTIAL CONDOMINIUMS |
| 752 | CHAPTER 88 EARTHQUAKE HAZARD REDUCTION IN EXISTING BUILDINGS SECTION 8801 PURPOSE SECTION 8802 SCOPE SECTION 8803 DEFINITIONS SECTION 8804 RATING CLASSIFICATIONS |
| 753 | SECTION 8805 GENERAL REQUIREMENTS SECTION 8806 ADMINISTRATION |
| 754 | SECTION 8807 HISTORICAL BUILDINGS SECTION 8808 ANALYSIS AND DESIGN FORMULA 8-1 FORMULA 8-2 |
| 755 | SECTION 8809 MATERIALS OF CONSTRUCTION |
| 757 | SECTION 8810 INFORMATION REQUIRED ON PLANS |
| 758 | SECTION 8811 DESIGN CHECK – COMPATIBILITY OF ROOF DIAPHRAGM STIFFNESS TO UNREINFORCED MASONRY WALL OUT-OF-PLANE STABILITY |
| 759 | FORMULA 11-3 FORMULA 11-4 SECTION 8812 VIOLATIONS SECTION 8813 SPECIAL REQUIREMENTS FOR VACANT BUILDINGS |
| 760 | FIGURE 88 DEMAND-CAPACITY RATIO, 0.33 Wd /(2vuD) OR 0.33 Wd / (2vuD + ?Vc) ACCEPTABLE SPAN FOR DIAPHRAGMS (BASED ON DISPLACEMENT CONTROL CONCEPTS) |
| 761 | TABLE 88-A RATING CLASSIFICATIONS TABLE 88-B TIME LIMITS FOR COMPLIANCE TABLE 88-C SERVICE PROVISIONS AND EXTENDED TIME PROVISIONS** TABLE 88-D HORIZONTAL FORCE FACTORS BASED ON RATING CLASSIFICATION TABLE 88-E HORIZONTAL FORCE FACTORS “IS” FOR PARTS OR PORTIONS OF STRUCTURES |
| 762 | TABLE 88-F HORIZONTAL FORCE FACTOR “CP” FOR PARTS OR PORTIONS OF BUILDINGS OR OTHER STRUCTURES1 TABLE 88-G ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS WITH MINIMUM QUALITY MORTAR1, 2 |
| 763 | TABLE 88-H VALUES FOR EXISTING MATERIALS TABLE 88-I ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION |
| 764 | TABLE 88-J ALLOWABLE SHEAR STRESS FOR TESTED UNREINFORCED MASONRY WALLS TABLE 88-K VALUES FOR EXISTING MATERIALS TABLE 88-L ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE 88-M ALLOWABLE SHEAR ON BOLTS |
| 766 | CHAPTER 89 ABATEMENT OF BUILDINGS, STRUCTURES, PREMISES AND PORTIONS THEREOF WHICH CONSTITUTE A NUISANCE OR ARE HAZARDOUS, OR SUBSTANDARD SECTION 8901 GENERAL SECTION 8902 DEFINITIONS |
| 769 | SECTION 8903 ABATEMENT PROCEDURES |
| 772 | SECTION 8904 SPECIAL PROVISIONS FOR VACANT PROPERTY GRAFFITI REMOVAL |
| 774 | SECTION 8905 SPECIAL PROVISIONS FOR VACATING, BARRICADING, REMOVING OR DEMOLISHING BUILDINGS OR STRUCTURES WITHOUT NOTICE SECTION 8906 PAYMENT AND RECOVERY OF REPAIR AND DEMOLITION FUNDS |
| 775 | SECTION 8907 ABATEMENT OF PUBLIC NUISANCE CONDITIONS RELATED TO A DECLARED LOCAL EMERGENCY |
| 776 | SECTION 8908 SPECIAL PROVISIONS FOR THE REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS |
| 778 | CHAPTER 91 EARTHQUAKE HAZARD REDUCTION IN EXISTING TILT-UP CONCRETE WALL BUILDINGS SECTION 9101 PURPOSE SECTION 9102 SCOPE SECTION 9103 DEFINITIONS SECTION 9104 RATING CLASSIFICATIONS SECTION 9105 GENERAL REQUIREMENTS |
| 779 | SECTION 9106 ADMINISTRATION SECTION 9107 HISTORICAL BUILDINGS SECTION 9108 ANALYSIS AND DESIGN |
| 781 | SECTION 9109 MATERIALS OF CONSTRUCTION SECTION 9110 INFORMATION REQUIRED ON PLANS SECTION 9111 REQUIRED BUILDING MAINTENANCE SECTION 9112 VIOLATIONS – PENALTIES FOR DISREGARDING DEPARTMENT ORDERS |
| 782 | TABLE 91-A RATING CLASSIFICATIONS TABLE 91-B TIME LIMITS FOR COMPLIANCE TABLE 91-C SERVICE PRIORITIES |
| 784 | CHAPTER 92 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH WEAK CRIPPLE WALLS AND UNBOLTED SILL PLATES SECTION 9201 GENERAL FORMULA 92-1 SECTION 9202 DEFINITIONS |
| 785 | SECTION 9203 STRUCTURAL WEAKNESSES SECTION 9204 STRENGTHENING REQUIREMENTS |
| 788 | TABLE 92-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING1,2,3 SECTION 9205 QUALITY CONTROL |
| 790 | CHAPTER 93 MANDATORY EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS SECTION 9301 PURPOSE SECTION 9302 SCOPE SECTION 9303 DEFINITIONS |
| 791 | SECTION 9304 PRIORITY DESIGNATIONS SECTION 9305 COMPLIANCE REQUIREMENTS SECTION 9306 ADMINISTRATION |
| 792 | SECTION 9307 OCCUPANT AND TENANT ADVISORY SECTION 9308 HISTORICAL BULDINGS SECTION 9309 ENGINEERING ANALYSIS |
| 793 | SECTION 9310 INFORMATION REQUIRED ON PLANS SECTION 9311 VIOLATION/PENALTY SECTION 9312 SEVERABILITY |
| 794 | CHAPTER 94 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS SECTION 9401 PURPOSE SECTION 9402 SCOPE SECTION 9403 DEFINITIONS SECTION 9404 GENERAL REQUIREMENTS |
| 795 | SECTION 9405 PRE-DESIGN INVESTIGATION SECTION 9406 ANALYSIS AND DESIGN |
| 798 | TABLE 94-A VALUES FOR EXISTING MATERIALS SECTION 9407 HISTORICAL BUILDINGS SECTION 9408 QUALITY CONTROL SECTION 9409 INFORMATION REQUIRED ON PLANS |
| 800 | CHAPTER 95 MANDATORY EARTHQUAKE HAZARD REDUCTION IN EXISTING NON-DUCTILE CONCRETE BUILDINGS SECTION 9501 PURPOSE SECTION 9502 SCOPE SECTION 9503 DEFINITIONS SECTION 9504 COMPLIANCE REQUIREMENTS |
| 801 | SECTION 9505 ADMINISTRATION SECTION 9506 OCCUPANT AND TENANT ADVISORY |
| 802 | SECTION 9507 HISTORICAL BUILDINGS SECTION 9508 ENGINEERING ANALYSIS SECTION 9509 INFORMATION REQUIRED ON PLANS SECTION 9510 VIOLATION/PENALTY SECTION 9511 SEVERABILITY |
| 804 | CHAPTER 96 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION 9601 PURPOSE SECTION 9602 SCOPE SECTION 9603 DEFINITIONS SECTION 9604 ANALYSIS AND DESIGN |
| 806 | SECTION 9605 MATERIALS OF CONSTRUCTION SECTION 9606 INFORMATION REQUIRED ON PLANS |
| 808 | CHAPTER 97 EXISTING BUILDINGS ENERGY AND WATER EFFICIENCY PROGRAM SECTION 9701 TITLE SECTION 9702 PURPOSE SECTION 9703 SCOPE SECTION 9704 DEFINITIONS |
| 809 | SECTION 9705 BENCHMARKING AND SELF-REPORTING OF ENERGY AND WATER CONSUMPTION INFORMATION |
| 810 | SECTION 9706 ENERGY AND WATER AUDITS AND RETRO-COMMISSIONING |
| 812 | SECTION 9707 RECORD MAINTENANCE SECTION 9708 SCHEDULE FOR COMPLIANCE TABLE 9708.2 |
| 813 | SECTION 9709 NONCOMPLIANCE FEE SECTION 9710 SUBMITTAL FEES SECTION 9711 BUILDING AND SAFETY DEVELOPMENT SURCHARGE SECTION 9712 SEVERABILITY |
| 814 | EXCERPTS FROM RELATED LOS ANGELES CITY CODES LOS ANGELES MUNICIPAL CODE SECTION 28.10 BALLOON-USE FOR ADVERTISING SECTION 28.11 CAPTIVE BALLOONS AND SIMILAR DEVICES |
| 816 | DIVISION A — MISCELLANEOUS SECTION 96.02 EXCAVATING, DEPOSITING, DUMPING – EARTH, SAND, GRAVEL, ETC. – WHERE PROHIBITED SECTION 96.05 DECLARING CERTAIN AREA SUBJECT TO INUNDATION AND PROHIBITING CONSTRUCTION OF CERTAIN BUILDINGS THEREIN |
| 818 | DIVISION C — FABRICATOR APPROVALS SECTION 96.200 STATEMENT OF PURPOSE SECTION 96.201 DEFINITIONS SECTION 96.203 SCOPE AND EFFECT OF APPROVALS SECTION 96.204 ISSUANCE OF APPROVALS – PROCEDURES |
| 820 | SECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS |
| 822 | DIVISION D — REPORT OF RESIDENTIAL PROPERTY RECORDS AND PENDING AND RECORDED LIENS SECTION 96.300 INTENT SECTION 96.301 DEFINITIONS SECTION 96.302 REPORTS REQUIRED SECTION 96.303 APPLICATION |
| 823 | SECTION 96.304 CONTENTS OF REPORTS |
| 824 | SECTION 96.305 FEE FOR REPORTS SECTION 96.306 EFFECTIVE PERIOD OF REPORT SECTION 96.307 DELIVERY OF THE REPORT SECTION 96.308 EXCEPTIONS |
| 825 | SECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION |
| 826 | CHAPTER IX ARTICLE 8 GENERAL ADMINISTRATIVE PROVISIONS SECTION 98.0103 DEFINITIONS SECTION 98.0105 INSPECTIONS |
| 827 | SECTION 98.0109 EXPRESS PERMITS |
| 828 | DIVISION 4 – APPEALS AND REQUEST FOR SLIGHT MODIFICATION APPEAL FEES – AVAILABILITY OF RECORDS FOR INSPECTION – BOARD RELATED SERVICES – INVESTIGATION – POWERS OF DEPARTMENT AND BOARD AND PENALTIES SECTION 98.0402 CODE ENFORCEMENT COSTS INCURRED: INVESTIGATION COSTS, FEES AND FINES SECTION 98.0403.1 POWERS OF THE DEPARTMENT AND THE BOARD |
| 831 | SECTION 98.0403.2 PROCEDURES FOR APPEALS TO THE DEPARTMENT AND TO THE BOARD SECTION 98.0404 EXTRA TERRITORIAL INSPECTIONS |
| 832 | TABLE NO. 4-A FILING FEES* FOR APPEALS TABLE NO. 4-B FILING FEES* FOR APPEALS GRADING AND SOIL REQUIREMENTS SECTION 98.0405 CHARGES FOR PRINTED MATERIALS AND MISCELLANEOUS TYPE SERVICES TABLE NO. 4-C CHARGES FOR PRINTED MATERIALS SECTION 98.0406 INSPECTION FEES FOR OFF HOURS INSPECTION SECTION 98.0407 SPECIAL ENFORCEMENT PROCEDURE FEES SECTION 98.0408 ISSUANCE OF CITATIONS BY DESIGNATED EMPLOYEES |
| 833 | SECTION 98.0410 SURCHARGE FOR ONE-STOP PERMIT CENTER SECTION 98.0411 NONCOMPLIANCE FEES |
| 834 | SECTION 98.0412 INSPECTION FEES SECTION 98.0414 CERTIFICATION FEES TABLE NO. 4D NONCOMPLIANCE INSPECTION FEES SECTION 98.0415 CLERICAL, ISSUING OR RESEARCH FEES AND MISCELLANEOUS FEES |
| 835 | SECTION 98.0416 BUILDING AND SAFETY SYSTEMS DEVELOPMENT SURCHARGE SECTION 98.0417 PROCESSING FEES FOR MISCELLANEOUS CERTIFICATES OF COMPLIANCE SECTION 98.0418 SURCHARGE FOR DEVELOPMENT OF AUTOMATED SYSTEMS FOR THE DEPARTMENT OF CITY PLANNING SECTION 98.0420 REFUNDS OF DEPARTMENT FEES SECTION 98.0421 CODE VIOLATION INSPECTION FEE |
| 836 | SECTION 98.0422 FEES FOR OFF HOURS PLAN CHECK AND OTHER SERVICES |
| 838 | DIVISION 5 — TESTING PROCEDURES, REGULATIONS AND ADMINISTRATION SECTION 98.0501 ALTERNATE MATERIALS, DEVICES AND METHODS OF CONSTRUCTION |
| 839 | TABLE NO. 5-A FEE SCHEDULE |
| 840 | SECTION 98.0502 APPLIANCES, FIXTURES AND EQUIPMENT |
| 841 | 1. MECHANICAL TESTING LABORATORY FEES |
| 842 | 2. ELECTRICAL TESTING LABORATORY FEES |
| 844 | SECTION 98.0503 TESTING AGENCIES |
| 845 | SECTION 98.0504 ENVIRONMENTAL REPORTS |
| 846 | DIVISION 6 — EXPIRATION AND REVOCATION OF PERMITS, PLAN CHECK AND SLIGHT MODIFICATIONS AND ALTERNATIVES SECTION 98.0601 PURPOSE SECTION 98.0602 EXPIRATION OF PERMITS |
| 847 | SECTION 98.0603 EXPIRATION OF PLAN CHECK SECTION 98.0604 EXPIRATION OF SLIGHT MODIFICATIONS AND ALTERNATIVES SECTION 98.0605 TIME LIMITS OF REQUESTS FOR EXTENSION |
| 848 | DIVISION 7 — ABATEMENT OF VACANT BUILDINGS SECTION 98.0701 DECLARATION OF PURPOSE SECTION 98.0702 DEFINITIONS SECTION 98.0703 ENFORCEMENT AUTHORITY SECTION 98.0704 ENFORCEMENT REMEDIES SECTION 98.0705 STRICT LIABILITY OFFENSES SECTION 98.0706 DUTY TO CLEAN, FENCE AND BARRICADE SECTION 98.0707 ADMINISTRATIVE ABATEMENT PROCEDURES FOR VACANT AND UNSECURED STRUCTURES |
| 849 | SECTION 98.0708 STANDARDS FOR FENCING AND BARRICADING A VACANT STRUCTURE SECTION 98.0709 ENTRY OR INTERFERENCE WITH NOTICE PROHIBITED SECTION 98.0710 CONTINUOUS ABATEMENT AUTHORITY SECTION 98.0711 ABATEMENT COST SECTION 98.0712 CONTINUOUS PUBLIC NUISANCES SECTION 98.0713 DUTY TO FILE A STATEMENT OF INTENT |
| 850 | SECTION 98.0714 POSTING NAME OF RESPONSIBLE PERSON SECTION 98.0715 REINSPECTION FEE SECTION 98.0716 VACANT STRUCTURE PENALTY SECTION 98.0717 PROCEDURES FOR BARRICADED AND VACANT STRUCTURE PENALTY |
| 851 | SECTION 98.0718 APPEAL OF BARRICADED AND VACANT STRUCTURE PENALTY SECTION 98.0719 ADMINISTRATIVE ENFORCEMENT HEARING SECTION 98.0720 FAILURE TO PAY PENALTIES SECTION 98.0721 ALLOCATION OF VACANT BUILDING PENALTY |
| 852 | CHAPTER XI ARTICLE 1 NOISE REGULATION SECTION 111.00 DECLARATION OF POLICY SECTION 111.01 DEFINITIONS SECTION 111.02 SOUND LEVEL MEASUREMENT PROCEDURE AND CRITERIA |
| 853 | TABLE I OCTAVE BAND NOISE VALUES CORRESPONDING TO SOUND LEVEL”A” VALUES TABLE II SOUND LEVEL”A” DECIBELS SECTION 111.03 MINIMUM AMBIENT NOISE LEVEL SECTION 111.04 VIOLATIONS: ADDITIONAL REMEDIES, INJUNCTIONS |
| 854 | SECTION 111.05 ENFORCEMENT, CITATIONS ARTICLE 2 SPECIAL NOISE SOURCES SECTION 112.01 RADIOS, TELEVISION SETS, AND SIMILAR DEVICES SECTION 112.02 AIR CONDITIONING, REFRIGERATION, HEATING, PUMPING, FILTERING EQUIPMENT SECTION 112.03 CONSTRUCTION NOISE SECTION 112.04 POWERED EQUIPMENT INTENDED FOR REPETITIVE USE IN RESIDENTIAL AREAS AND OTHER MACHINERY, EQUIPMENT, AND DEVICES |
| 855 | SECTION 112.05 MAXIMUM NOISE LEVEL OF POWERED EQUIPMENT OR POWERED HAND TOOLS SECTION 112.06 PLACES OF PUBLIC ENTERTAINMENT ARTICLE 6 GENERAL NOISE SECTION 116.01 LOUD, UNNECESSARY AND UNUSUAL NOISE |
| 856 | LOS ANGELES ADMINISTRATIVE CODE DIVISION 19, CHAPTER 10 PROCEDURE FOR THE REMOVAL OF ILLEGAL SIGNS SECTION 19.100 DEFINITIONS SECTION 19.101 ILLEGAL SIGNS – NUISANCE SECTION 19.102 ENTRY UPON VACANT PRIVATE PROPERTY SECTION 19.103 INTERFERENCE PROHIBITED SECTION 19.104 NOTICE OF ILLEGAL SIGNS SECTION 19.105 REMOVAL OF ILLEGAL SIGN SECTION 19.106 COLLECTION OF COSTS |
| 858 | INDEX |
| 900 | HISTORY NOTE APPENDIX |
| 902 | ICC’S DIGITAL CODES LIBRARY |
| 903 | LADBS ACCEPTS ICC EVALUATION REPORTS CONTAINING LABC AND LARC SUPPLEMENTS |
