CA LA CityBuilding Vol1 2011
$161.96
City of Los Angeles Building Code – Volume 1
| Published By | Publication Date | Number of Pages |
| ICC | 2011 | 1003 |
City of Los Angeles Building Code – Volume 1 & 2 package includes:
- City of Los Angeles Building Code – Volume 1 / 2011
- City of Los Angeles Building Code – Volume 2 / 2011
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2011 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2 |
| 2 | 2011 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 BASED ON THE 2010 CBC AND 2009® TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | CITY OF LOS ANGELES INFORMATION CONTACT LIST |
| 6 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES AND RELATED CODES AND STANDARDS |
| 7 | CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY RESPONSIBILITIES AND FOUR BUREAUS |
| 8 | EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE |
| 10 | TABLE OF CONTENTS |
| 28 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN |
| 29 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN—continued |
| 30 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 – STRUCTURAL DESIGN—continued |
| 32 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS |
| 33 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 34 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 35 | TABLE 1604.3 DEFLECTION LIMITS |
| 36 | TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 37 | 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 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 |
| 38 | 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 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 39 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 40 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 41 | TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS EQUATION 16-22 |
| 42 | TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-23 EQUATION 16-24 |
| 43 | EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 |
| 44 | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS |
| 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 | SECTION 1609 WIND LOADS |
| 48 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16-32 TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDS |
| 49 | FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) |
| 50 | FIGURE 1609—continued BASIC WIND SPEED (3-SECOND GUST) |
| 51 | FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE |
| 52 | FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE |
| 53 | FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE |
| 54 | EQUATION 16-33 |
| 55 | EQUATION 16-34 TABLE 1609.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa |
| 56 | TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cnet |
| 57 | TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet |
| 58 | TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet |
| 59 | TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet |
| 60 | TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet SECTION 1610 SOIL LATERAL LOADS |
| 61 | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-35 |
| 62 | [P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 63 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 64 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 65 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 66 | [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 67 | SECTION 1612 FLOOD LOADS |
| 69 | SECTION 1613 EARTHQUAKE LOADS |
| 70 | TABLE 1613.5.2 SITE CLASS DEFINITIONS TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Fa TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FV |
| 71 | EQUATION 16-36 EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 TABLE 1613.5.5 SITE CLASSIFICATION EQUATION 16-40 EQUATION 16-41 EQUATION 16-42 |
| 72 | EQUATION 16-43 TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION |
| 74 | EQUATION 16-44 EQUATION 16-45 |
| 80 | SECTION 1614 STRUCTURAL INTEGRITY |
| 82 | EQUATION 16-46 EQUATION 16-47 |
| 83 | FIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 84 | FIGURE 1613.5(1)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 85 | FIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 86 | FIGURE 1613.5(2)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 87 | FIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 88 | FIGURE 1613.5(3)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 89 | FIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 90 | FIGURE 1613.5(4)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 91 | FIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 92 | FIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 93 | FIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B |
| 94 | FIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 95 | FIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 96 | FIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 97 | FIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 98 | FIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 99 | FIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 100 | FIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 101 | FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 102 | SECTION 1615 ADDITIONAL REQUIREMENTS [DSA-SS/CC] |
| 104 | EQUATION 12.8-16 |
| 108 | TABLE – ALLOWABLE RAIL DEFLECTION |
| 110 | SECTION 1616 MODIFICATIONS TO ASCE 7 |
| 112 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16A – STRUCTURAL DESIGN |
| 114 | CHAPTER 16A STRUCTURAL DESIGN SECTION 1601A GENERAL SECTION 1602A DEFINITIONS AND NOTATIONS |
| 116 | SECTION 1603A CONSTRUCTION DOCUMENTS |
| 117 | SECTION 1604A GENERAL DESIGN REQUIREMENTS TABLE 1604A.3 DEFLECTION LIMITS |
| 119 | TABLE 1604A.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES SECTION 1605A LOAD COMBINATIONS |
| 120 | EQUATION 16A-1 EQUATION 16A-2 EQUATION 16A-3 EQUATION 16A-4 EQUATION 16A-5 EQUATION 16A-6 EQUATION 16A-7 EQUATION 16A-8 EQUATION 16A-9 EQUATION 16A-10 EQUATION 16A-11 EQUATION 16A-12 EQUATION 16A-13 EQUATION 16A-14 EQUATION 16A-15 EQUATION 16A-16 EQUATION 16A-17 EQUATION 16A-18 EQUATION 16A-19 EQUATION 16A-20 |
| 121 | EQUATION 16A-21 SECTION 1606A DEAD LOADS SECTION 1607A LIVE LOADS TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS |
| 122 | TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607A.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS |
| 123 | TABLE 1607A.6 UNIFORM AND CONCENTRATED LOADS |
| 124 | EQUATION 16A-22 TABLE 1607A.9.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 125 | EQUATION 16A-23 EQUATION 16A-24 EQUATION 16A-25 EQUATION 16A-26 EQUATION 16A-27 EQUATION 16A-28 EQUATION 16A-29 EQUATION 16A-30 |
| 126 | EQUATION 16A-31 SECTION 1608A SNOW LOADS |
| 127 | FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 128 | FIGURE 1608A.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 129 | SECTION 1609A WIND LOADS |
| 130 | TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE 1609A.3.1 EQUIVALENT BASIC WIND SPEEDS |
| 131 | FIGURE 1609A BASIC WIND SPEED (3-SECOND GUST) |
| 132 | EQUATION 16A-32 EQUATION 16A-33 |
| 133 | TABLE 1609A.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET |
| 134 | TABLE 1609A.6.2(2) NET PRESSURE COEFFICIENTS, Cne |
| 135 | TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cne |
| 136 | TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet |
| 137 | TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet |
| 138 | TABLE 1609A.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cne EQUATION 16A-34 |
| 139 | TABLE 1610A.1 LATERAL SOIL LOAD SECTION 1610A SOIL LATERAL LOADS SECTION 1611A RAIN LOADS EQUATION 16A-35 |
| 140 | [P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 141 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 142 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 143 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 144 | [P] FIGURE 1611A.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 145 | SECTION 1612A FLOOD LOADS |
| 147 | SECTION 1613A EARTHQUAKE LOADS |
| 148 | EQUATION 16A-36 EQUATION 16A-37 TABLE 1613A.5.2 SITE CLASS DEFINITIONS EQUATION 16A-38 EQUATION 16A-39 |
| 149 | TABLE 1613A.5.3(1) VALUES OF SITE COEFFICIENT Fa TABLE 1613A.5.3(2) VALUES OF SITE COEFFICIENT FV EQUATION 16A-40 EQUATION 16A-41 EQUATION 16A-42 |
| 150 | EQUATION 16A-43 TABLE 1613A.5.5 SITE CLASSIFICATION |
| 151 | EQUATION 16A-44A EQUATION 16A-44B EQUATION 16A-45 |
| 152 | SECTION 1614A STRUCTURAL INTEGRITY EQUATION 16A-46 |
| 153 | FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16A-47 |
| 154 | SECTION 1615A MODIFICATIONS TO ASCE 7 |
| 155 | EQUATION 12.8-16 |
| 159 | TABLE – ALLOWABLE RAIL DEFLECTION |
| 162 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS |
| 164 | CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 165 | SECTION 1704 SPECIAL INSPECTIONS |
| 167 | TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 168 | TABLE 1704.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 169 | TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION |
| 171 | TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 172 | TABLE 1704.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 173 | TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 174 | TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 179 | SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS |
| 181 | SECTION 1706 SPECIAL INSPECTIONS FOR WIND REQUIREMENTS SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE |
| 183 | SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE SECTION 1709 CONTRACTOR RESPONSIBILITY |
| 185 | SECTION 1710 STRUCTURAL OBSERVATIONS SECTION 1711 DESIGN STRENGTHS OF MATERIALS SECTION 1712 ALTERNATIVE TEST PROCEDURE |
| 186 | SECTION 1713 TEST SAFE LOAD SECTION 1714 IN-SITU LOAD TESTS SECTION 1715 PRECONSTRUCTION LOAD TESTS |
| 187 | SECTION 1716 MATERIAL AND TEST STANDARDS |
| 188 | SECTION 1717 CERTIFIED SECURITY BAR INSTALLER |
| 190 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17A – STRUCTURAL TESTS AND SPECIAL INSPECTIONS |
| 192 | CHAPTER 17A STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701A GENERAL SECTION 1702A DEFINITIONS |
| 193 | SECTION 1703A APPROVALS |
| 194 | SECTION 1704A SPECIAL INSPECTIONS |
| 196 | TABLE 1704A.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 197 | TABLE 1704A.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 198 | TABLE 1704A.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION |
| 201 | TABLE 1704A.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 202 | TABLE 1704A.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 203 | TABLE 1704A.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION |
| 204 | TABLE 1704A.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1704A.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1704A.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 206 | SECTION 1705A STATEMENT OF SPECIAL INSPECTIONS |
| 208 | SECTION 1706A SPECIAL INSPECTIONS FOR WIND REQUIREMENTS SECTION 1707A SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE |
| 209 | SECTION 1708A STRUCTURAL TESTING FOR SEISMIC RESISTANCE |
| 210 | SECTION 1709A CONTRACTOR RESPONSIBILITY SECTION 1710A STRUCTURAL OBSERVATIONS SECTION 1711A DESIGN STRENGTHS OF MATERIALS |
| 211 | SECTION 1712A ALTERNATIVE TEST PROCEDURE SECTION 1713A TEST SAFE LOAD SECTION 1714A IN-SITU LOAD TESTS SECTION 1715A PRECONSTRUCTION LOAD TESTS |
| 212 | SECTION 1716A MATERIAL AND TEST STANDARDS |
| 214 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18 – SOILS AND FOUNDATIONS |
| 216 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 219 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 220 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 221 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 222 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 223 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS |
| 224 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS |
| 225 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES |
| 226 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 227 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES |
| 228 | EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS |
| 229 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 230 | SECTION 1809 SHALLOW FOUNDATIONS |
| 231 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f΄C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 232 | FIGURE 1809.3 STEPPED FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 233 | SECTION 1810 DEEP FOUNDATIONS |
| 236 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 237 | EQUATION 18-4 |
| 239 | EQUATION 18-5 |
| 240 | EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11 |
| 246 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18A – SOILS AND FOUNDATIONS |
| 248 | CHAPTER 18A SOILS AND FOUNDATIONS SECTION 1801A GENERAL SECTION 1802A DEFINITIONS |
| 249 | SECTION 1803A GEOTECHNICAL INVESTIGATIONS |
| 252 | SECTION 1804A EXCAVATION, GRADING AND FILL SECTION 1805A DAMPPROOFING AND WATERPROOFING |
| 254 | SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 255 | TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES |
| 256 | EQUATION 18A-1 EQUATION 18A-2 EQUATION 18A-3 SECTION 1808A FOUNDATIONS |
| 258 | FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 259 | TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f΄C OF CONCRETE OR GROUT TABLE 1808A.8.2 MINIMUM CONCRETE COVER SECTION 1809A SHALLOW FOUNDATIONS |
| 260 | SECTION 1810A DEEP FOUNDATIONS |
| 263 | TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 264 | EQUATION 18A-4 |
| 267 | EQUATION 18A-6 EQUATION 18A-7 EQUATION 18A-8 EQUATION 18A-9 EQUATION 18A-10 EQUATION 18A-11 |
| 272 | SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS |
| 274 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE |
| 275 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 – CONCRETE—continued |
| 276 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 277 | SECTION 1904 DURABILITY REQUIREMENTS TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f΄c) SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING |
| 278 | FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE |
| 279 | SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907 DETAILS OF REINFORCEMENT |
| 280 | SECTION 1908 MODIFICATIONS TO ACI 318 |
| 282 | SECTION 1909 STRUCTURAL PLAIN CONCRETE |
| 283 | SECTION 1910 MINIMUM SLAB PROVISIONS SECTION 1911 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1 |
| 284 | TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912 ANCHORAGE TO CONCRETE—STRENGTH DESIGN |
| 285 | SECTION 1913 SHOTCRETE |
| 286 | SECTION 1914 REINFORCED GYPSUM CONCRETE SECTION 1915 CONCRETE-FILLED PIPE COLUMNS |
| 287 | SECTION 1916 ADDITIONAL REQUIREMENTS [DSA-SS/CC] |
| 292 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19A – CONCRETE |
| 294 | CHAPTER 19A CONCRETE SECTION 1901A GENERAL SECTION 1902A DEFINITIONS |
| 295 | TABLE 1904A.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f΄c) FIGURE 1904A.3 WEATHERING PROBABILITY MAP FOR CONCRETE |
| 296 | SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904A DURABILITY REQUIREMENTS |
| 297 | SECTION 1905A CONCRETE QUALITY, MIXING AND PLACING |
| 298 | SECTION 1906A FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907A DETAILS OF REINFORCEMENT |
| 299 | SECTION 1908A MODIFICATIONS TO ACI 318 |
| 303 | SECTION 1909A STRUCTURAL PLAIN CONCRETE NOT PERMITTED BY OSHPD AND DSA-SS SECTION 1910A MINIMUM SLAB PROVISIONS |
| 304 | SECTION 1911A ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19A-1 TABLE 1911A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912A ANCHORAGE TO CONCRETE—STRENGTH DESIGN |
| 305 | SECTION 1913A SHOTCRETE |
| 306 | SECTION 1914A REINFORCED GYPSUM CONCRETE SECTION 1915A CONCRETE-FILLED PIPE COLUMNS |
| 307 | SECTION 1916A CONCRETE, REINFORCEMENT AND ANCHOR TESTING |
| 308 | SECTION 1917A EXISTING CONCRETE STRUCTURES |
| 310 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 20 – ALUMINUM |
| 312 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS SECTION 2003 INSPECTION |
| 314 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21 – MASONRY |
| 316 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS |
| 319 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS |
| 320 | TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS |
| 321 | SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE |
| 322 | TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106 SEISMIC DESIGN |
| 323 | SECTION 2107 ALLOWABLE STRESS DESIGN SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY |
| 324 | TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2 TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 325 | SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES |
| 327 | FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 328 | SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS |
| 331 | 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 SIZE |
| 332 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS/CC] |
| 335 | TABLE 2114.11.3 MINIMUM THICKNESS OF MASONRY WALLS [DSA-SS/CC] |
| 336 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21A – MASONRY |
| 338 | CHAPTER 21A MASONRY SECTION 2101A GENERAL |
| 339 | SECTION 2102A DEFINITIONS AND NOTATIONS |
| 342 | SECTION 2103A MASONRY CONSTRUCTION MATERIALS TABLE 2103A.10 CERAMIC TILE MORTAR COMPOSITIONS |
| 343 | SECTION 2104A CONSTRUCTION |
| 346 | SECTION 2105A QUALITY ASSURANCE TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY |
| 347 | TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106A SEISMIC DESIGN |
| 348 | SECTION 2107A ALLOWABLE STRESS DESIGN EQUATION 21A-1 |
| 349 | TABLE 2107A.8 MINIMUM THICKNESS OF MASONRY WALLS SECTION 2108A STRENGTH DESIGN OF MASONRY |
| 350 | SECTION 2109A EMPIRICAL DESIGN OF MASONRY NOT PERMITTED BY OSHPD and DSA-SS SECTION 2110A GLASS UNIT MASONRY SECTION 2111A MASONRY FIREPLACES |
| 352 | FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112A MASONRY HEATERS |
| 353 | SECTION 2113A MASONRY CHIMNEYS |
| 355 | TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES |
| 356 | FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 357 | FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114A NONBEARING WALLS SECTION 2115A MASONRY SCREEN WALLS |
| 358 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22 – STEEL |
| 360 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS |
| 361 | SECTION 2205 STRUCTURAL STEEL SECTION 2206 STEEL JOISTS |
| 362 | SECTION 2207 STEEL CABLE STRUCTURES SECTION 2208 STEEL STORAGE RACKS SECTION 2209 COLD-FORMED STEEL |
| 363 | SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2211 ADDITIONAL REQUIREMENTS [DSA-SS/CC] |
| 366 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22A – STEEL |
| 368 | CHAPTER 22A STEEL SECTION 2201A GENERAL SECTION 2202A DEFINITIONS SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204A CONNECTIONS |
| 369 | SECTION 2205A STRUCTURAL STEEL |
| 371 | SECTION 2206A STEEL JOISTS |
| 372 | SECTION 2207A STEEL CABLE STRUCTURES SECTION 2208A STEEL STORAGE RACKS SECTION 2209A COLD-FORMED STEEL SECTION 2210A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 373 | SECTION 2211A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES EQUATION 22A-1 |
| 374 | SECTION 2212A TESTING |
| 376 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 23 – WOOD |
| 378 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS |
| 380 | SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 384 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 385 | TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING |
| 386 | TABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING |
| 387 | TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS |
| 388 | TABLE 2304.7(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 2304.7(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) |
| 391 | TABLE 2304.9.1 FASTENING SCHEDULE |
| 392 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 393 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 395 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS |
| 396 | 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) EQUATION 23-2 |
| 397 | TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 398 | SECTION 2306 ALLOWABLE STRESS DESIGN |
| 399 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 400 | TABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh |
| 401 | TABLE 2306.2.1(1)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh |
| 402 | TABLE 2306.2.1(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 403 | TABLE 2306.2.1(2)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING |
| 404 | TABLE 2306.2.1(3) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR SEISMIC LOADINGg FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E OR F |
| 405 | TABLE 2306.2.1(3)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR SEISMIC LOADINGg FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E OR F |
| 406 | TABLE 2306.2.1(4) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E OR F |
| 407 | TABLE 2306.2.1(4)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR SEISMIC LOADINGb,f,g FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATERGORY D, E OR F |
| 408 | TABLE 2306.3(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 409 | TABLE 2306.3(2) |
| 410 | TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY |
| 411 | TABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES |
| 412 | SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 415 | TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360) |
| 416 | TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360) |
| 417 | TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360) |
| 418 | TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360) |
| 419 | TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 421 | FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 422 | TABLE 2308.9.3(1) BRACED WALL PANELSa TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) |
| 423 | TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) TABLE 2308.9.3(5) HARDBOARD SIDING |
| 425 | FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING |
| 426 | TABLE 2308.9.5HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 427 | TABLE 2308.9.5—continued HEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 428 | TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 429 | TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) |
| 430 | TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240) |
| 431 | TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240) |
| 432 | TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 433 | TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 434 | TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 435 | TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 436 | TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 240) |
| 437 | TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 240) |
| 438 | TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 439 | TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 440 | TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 441 | TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 442 | TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 443 | TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 444 | TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 445 | TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 446 | TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS |
| 448 | TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 449 | TABLE 2308.10.9–continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 451 | FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS |
| 452 | TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea) |
| 453 | FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK |
| 454 | FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING |
| 455 | FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 456 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 24 – GLASS AND GLAZING |
| 458 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 |
| 459 | TABLE 2403.2.1 [DSA-SS, DSA-SS/CC and OSHPD 1 & 4] MINIMUM GLAZING REQUIREMENTS EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 |
| 460 | EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 461 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 |
| 462 | SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 2406.2(2)MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 464 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS |
| 466 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 25 – GYPSUM BOARD AND PLASTER |
| 468 | CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES |
| 469 | SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING |
| 470 | TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 471 | TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 472 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 473 | TABLE 2512.6 CEMENT PLASTERSa SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 476 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 26 – PLASTIC |
| 478 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 481 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM |
| 482 | SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 483 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 484 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 485 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 486 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER |
| 487 | SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION |
| 488 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 27 – ELECTRICAL |
| 490 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL [F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 492 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 28 – MECHANICAL SYSTEMS |
| 494 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 496 | CHAPTER 29 PLUMBING SYSTEMS (NOT ADOPTED BY THE STATE OF CALIFORNIA) SECTION 2901 GENERAL [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3) |
| 497 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa |
| 498 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa |
| 500 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS |
| 502 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES |
| 503 | [F] SECTION 3003 EMERGENCY OPERATIONS |
| 504 | SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS |
| 505 | SECTION 3006 MACHINE ROOMS SECTION 3007 NOT ADOPTED SECTION 3008 NOT ADOPTED SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS |
| 506 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31 – SPECIAL CONSTRUCTION |
| 508 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 509 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 510 | SECTION 3105 AWNINGS AND CANOPIES |
| 511 | SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES |
| 515 | SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 PATIO COVERS |
| 516 | CHAPTER 31A RESERVED |
| 518 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B – PUBLIC SWIMMING POOLS |
| 520 | CHAPTER 31B [DPH] PUBLIC SWIMMING POOLS DIVISION I—GENERAL SECTION 3101B SCOPE SECTION 3102B DEFINITIONS |
| 521 | SECTION 3103B SPECIAL POOL CLASSIFICATIONS SECTION 3104B ACCESSIBILITY TO THE PHYSICALLY HANDICAPPED PERSON SECTION 3105B ALTERNATE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION POOL STRUCTURE SECTION 3106B POOL CONSTRUCTION |
| 522 | SECTION 3107B ADDITIONAL REQUIREMENTS FOR A TEMPORARY TRAINING POOL SECTION 3108B POOL GEOMETRY SECTION 3109B PERMANENT MARKINGS |
| 523 | FIGURE 31B-1—DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm) |
| 524 | FIGURE 31B-2—DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS |
| 525 | FIGURE 31B-3—DEPTH AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS SECTION 3110B STEPS, RECESSED STEPS, LADDERS AND RECESSED STAIRS (TREADS) |
| 526 | SECTION 3111B HANDHOLDS SECTION 3112B DIVING BOARDS SECTION 3113B POOL DECKS SECTION 3114B POOL LIGHTING |
| 527 | ANCILLARY AREAS AND FACILITIES SECTION 3115B BATHHOUSE DRESSING, SHOWER AND TOILET FACILITIES SECTION 3116B DRINKING FOUNTAINS SECTION 3117B HOSE BIBBS SECTION 3118B ENCLOSURE OF POOL AREA |
| 528 | SECTION 3119B SIGNS |
| 529 | FIGURE 31B-4—PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND FIGURE 31B-5—EFFECTIVE FENCING HEIGHT |
| 530 | SECTION 3120B INDOOR POOL VENTILATION SECTION 3121B FOUNDATIONS FOR POOL EQUIPMENT SECTION 3122B GAS CHLORINATION EQUIPMENT ROOM RECIRCULATION AND TREATMENT SYSTEM COMPONENTS SECTION 3123B GENERAL REQUIRMENTS SECTION 3124B TURNOVER TIME SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS |
| 531 | SECTION 3126B RECIRCULATION PUMP CAPACITY SECTION 3127B WATER SUPPLY INLETS SECTION 3128B FILTERS (ALL TYPES) SECTION 3129B RAPID SAND PRESSURE FILTERS |
| 532 | SECTION 3130B DIATOMACEOUS EARTH FILTERS SECTION 3131B HIGH-RATE SAND FILTERS SECTION 3132B CHEMICAL FEEDERS SECTION 3133B DISINFECTANT FEEDERS |
| 533 | SECTION 3134B POOL FITTINGS |
| 534 | SECTION 3135B SPA POOL SPECIAL REQUIREMENTS SECTION 3136B CLEANING SYSTEMS SECTION 3137B WASTE WATER DISPOSAL SECTION 3138B RESERVED SECTION 3139B RESERVED SECTION 3140B RESERVED SECTION 3141B RESERVED SECTION 3142B RESERVED SECTION 3143B RESERVED SECTION 3144B RESERVED SECTION 3145B RESERVED |
| 535 | 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 SECTION 3161B |
| 536 | SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS |
| 540 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C – RADIATION |
| 542 | CHAPTER 31C [DHS] RADIATION SECTION 3101C SCOPE SECTION 3102C RADIATION SHIELDING BARRIERS SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS |
| 544 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D – FOOD ESTABLISHMENTS |
| 546 | CHAPTER 31D [DPH] FOOD ESTABLISHMENTS SECTION 3101D SCOPE SECTION 3102D DEFINITIONS SECTION 3103D BUILDING AND STRUCTURES |
| 548 | CHAPTER 31E RESERVED |
| 550 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F – MARINE OIL TERMINALS |
| 552 | CHAPTER 31F [SLC] MARINE OIL TERMINALS DIVISION I SECTION 3101F [SLC] INTRODUCTION |
| 553 | DIVISION 2 SECTION 3102 FAUDIT AND INSPECTION TABLE 31F-2-1 INITIAL AUDIT REPORT SUBMISSION DEADLINE FOR EXISTING BERTHING SYSTEMS TABLE 31F-2-2 MAXIMUM INTERVAL BETWEEN UNDERWATER AUDIT INSPECTIONS (YEARS) |
| 555 | TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] TABLE 31F-2-4 SCOPE OF UNDERWATER INSPECTIONS [2.2] |
| 556 | TABLE 31F-2-5 CONDITION ASSESSMENT RATINGS (CAR) [2.2] TABLE 31F-2-6 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP) |
| 557 | TABLE 31F-2-7 STRUCTURAL FOLLOW-UP ACTIONS [2.2] TABLE 31F-2-8 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2] |
| 563 | FIGURE 31F-2-1 |
| 564 | DIVISION 3 SECTION 3103F STRUCTURAL LOADING CRITERIA TABLE 31F-3-1 UNIT WEIGHTS TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS |
| 565 | FIGURE 31F-3-1 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping) |
| 566 | FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping) EQUATION 3-1 EQUATION 3-2 EQUATION 3-3 EQUATION 3-4 EQUATION 3-5 EQUATION 3-6 EQUATION 3-7 |
| 567 | TABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping) TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping) TABLE 31F-3-5 VALUES OF Fa TABLE 31F-3-6 VALUES OF FV |
| 568 | FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12] |
| 569 | FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13]) EQUATION 3-8 EQUATION 3-9 EQUATION 3-10 |
| 570 | TABLE 31F-3-7 [3.1] VALUES OF BS AND B1 |
| 571 | EQUATION 3-11 EQUATION 3-12 EQUATION 3-13 EQUATION 3-14 |
| 572 | TABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft/sec) IN THE SAN FRANCISCO BAY AREA [AFTER 3.24] EQUATION 3-15 |
| 573 | EQUATION 3-16 EQUATION 3-17 EQUATION 3-18 EQUATION 3-19 EQUATION 3-20 |
| 574 | TABLE 31F-3-11 MAXIMUM BERTHING ANGLE TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH) TABLE 31F-3-10 SITE CONDITIONS |
| 575 | TABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] |
| 576 | TABLE 31F-3-14 SAFETY FACTORS FOR ROPES EQUATION 3-21 TABLE 31F-3-15 ALLOWABLE WORKING LOADS |
| 579 | DIVISION 4 SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE TABLE 31F-4-1 MOT RISK CLASSIFICATION FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS |
| 580 | TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES FIGURE 31F-4-2—SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE |
| 581 | EQUATION 4-1 EQUATION 4-2 EQUATION 4-3 FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, µΔ, AND EFFECTIVE DAMPING, ξeff [4.1] |
| 582 | EQUATION 4-4 FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA EQUATION 4-5 EQUATION 4-6 FIGURE 31F-4-5 EFFECTIVE STIFFNESS, ke [4.1] FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS |
| 583 | EQUATION 4-7 EQUATION 4-8 FIGURE 31F-4-7 PLAN VEW OF WHARF SEGMENT UNDER X AND V SEISMIC EXCITATIONS [4.3] EQUATION 4-9 EQUATION 4-10 EQUATION 4-11 EQUATION 4-12 EQUATION 4-13 |
| 584 | FIGURE 31F-4-8 P-Δ EFFECT EQUATION 4-14 |
| 586 | DIVISION 5 SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS |
| 587 | TABLE 31F-5-1 MOORING/BERTHING RISK CLASSIFICATION FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] EQUATION 5-1 |
| 588 | FIGURE 31F-5-4 PASSING VESSEL |
| 589 | FIGURE 31F-5-5 BERTHING ENERGY CAPACITY EQUATION 5-2 TABLE 31F-5-2 CONTACT LENGTH TABLE 31F-5-3 COEFFICIENT OF FRICTION EQUATION 5-3 |
| 591 | DIVISION 6 SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS TABLE 31F-6-1 SITE CLASSES EQUATION 6-1 |
| 592 | EQUATION 6-2 |
| 595 | 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 |
| 596 | TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1 TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3]) |
| 597 | TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1] FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4] |
| 598 | EQUATION 7-4 EQUATION 7-5 EQUATION 7-6 FIGURE 31F-7-4 INFLUENCE OF PILE/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH (after Fig. 5.30 of [7.1]) EQUATION 7-7 TABLE 31F-7-4 SUBGRADE MODULUS K EQUATION 7-8 EQUATION 7-9 |
| 599 | FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS EQUATION 7-10 FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2]) EQUATION 7-11 EQUATION 7-12 |
| 600 | TABLE 31F-7-5 LIMITS OF STRAIN EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 EQUATION 7-16 EQUATION 7-17 EQUATION 7-18 FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM EQUATION 7-19 |
| 601 | EQUATION 7-20 FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS, εu EQUATION 7-21 EQUATION 7-22 |
| 602 | FIGURE 31F-7-9 DEVELOPMENT LENGTH EQUATION 7-23 EQUATION 7-24 FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564] EQUATION 7-25 EQUATION 7-26 FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY EQUATION 7-27 EQUATION 7-28 FIGURE 31F-7-12 JOINT ROTATION |
| 603 | EQUATION 7-29 EQUATION 7-30 EQUATION 7-31 FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE EQUATION 7-32 EQUATION 7-33 FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES |
| 605 | TABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES EQUATION 7-34 FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY EQUATION 7-35 EQUATION 7-36 EQUATION 7-37 EQUATION 7-38 TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER |
| 606 | EQUATION 7-39 EQUATION 7-40 EQUATION 7-41 |
| 609 | DIVISION 8 SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION EQUATION 8-1 |
| 610 | TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS |
| 611 | TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N/E) |
| 613 | DIVISION 9 SECTION 3109F PIPING AND PIPELINES TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION |
| 616 | DIVISION 10 SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT |
| 619 | DIVISION 11 SECTION 3111F ELECTRICAL SYSTEMS |
| 622 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY |
| 624 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 626 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION |
| 628 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK |
| 629 | SECTION 3305 TOILET FACILITIES DURING CONSTRUCTION SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 630 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY |
| 631 | SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES |
| 632 | SECTION 3312 AUTOMATIC SPRINKLER SYSTEM |
| 634 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES |
| 635 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 – EXISTING STRUCTURES—continued |
| 636 | CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL |
| 637 | SECTION 3402 DEFINITIONS |
| 638 | SECTION 3403 ADDITIONS SECTION 3404 ALTERATIONS |
| 639 | SECTION 3405 REPAIRS |
| 640 | SECTION 3406 FIRE ESCAPES |
| 641 | SECTION 3407 GLASS REPLACEMENT SECTION 3408 CHANGE OF OCCUPANCY SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS |
| 643 | TABLE 3411.8.5 RAMPS |
| 644 | SECTION 3412 COMPLIANCE ALTERNATIVES |
| 645 | EQUATION 34-1 EQUATION 34-2 |
| 646 | EQUATION 34-3 TABLE 3412.6.3 COMPARTMENTATION VALUES TABLE 3412.6.4 SEPARATION VALUES |
| 647 | TABLE 3412.6.5 CORRIDOR WALL VALUES EQUATION 34-4 TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES |
| 648 | TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES TABLE 3412.6.10 SMOKE CONTROL VALUES |
| 649 | TABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED TABLE 3412.6.11(2) MEANS OF EGRESS VALUES TABLE 3412.6.12 DEAD-END VALUES |
| 650 | TABLE 3412.6.14 ELEVATOR CONTROL VALUES TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 3412.6.16 MIXED OCCUPANCY VALUESa |
| 651 | TABLE 3412.6.17 SPRINKLER SYSTEM VALUES 3412.6.18 STANDPIPE SYSTEM VALUES TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa |
| 652 | TABLE 3412.7 SUMMARY SHEET — BUILDING CODE |
| 653 | TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.9 EVALUATION FORMULASa SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM] |
| 656 | SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM] |
| 658 | SECTION 3415 EXISTING GROUP I OCCUPANCIES [SFM] |
| 659 | SECTION 3416 EXISTING GROUP L OCCUPANCIES [SFM] SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS |
| 660 | TABLE 3416.7(1) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A PHYSICAL HAZARD BASIC QUANTITIES PER LABORATORY SUITE When two units are given, values within parentheses are in cubic feet (cu. ft) or pounds (lb) |
| 661 | TABLE 3416.7(2) EXEMPT AMOUNTS OF HAZARDOUS MATERIALS, LIQUIDS AND CHEMICALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES ER LABORATORY SUITE When two units are given, values within parentheses are in pounds (lbs.) |
| 662 | TABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND OCCUPANCY CATEGORY. ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS “STATE-OWNED.” SECTION 3418 DEFINITIONS |
| 663 | SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS |
| 666 | SECTION 3420 METHOD A SECTION 3421 METHOD B |
| 667 | SECTION 3422 PEER REVIEW REQUIREMENTS |
| 668 | SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES |
| 670 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A – EXISTING STRUCTURES |
| 672 | CHAPTER 34A EXISTING STRUCTURES SECTION 3401A GENERAL SECTION 3402A DEFINITIONS |
| 673 | SECTION 3403A ADDITIONS |
| 674 | SECTION 3404A ALTERATIONS |
| 675 | SECTION 3405A REPAIRS |
| 676 | SECTION 3406A FIRE ESCAPES SECTION 3407A GLASS REPLACEMENT SECTION 3408A CHANGE OF OCCUPANCY |
| 677 | SECTION 3409A HISTORIC BUILDINGS SECTION 3410A MOVED STRUCTURES SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES |
| 679 | SECTION 3413A MODIFICATIONS TO ASCE 41 |
| 681 | SECTION 3414A PEER REVIEW REQUIREMENTS |
| 682 | SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS |
| 684 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS |
| 685 | CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 – REFERENCED STANDARDS—continued |
| 686 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI |
| 687 | AF&PA AISC AISI AITC |
| 688 | ALI ANSI APA |
| 689 | APSP ASABE ASCE/SEI |
| 690 | ASME ASTM |
| 696 | AWCI AWPA AWS BHMA |
| 697 | CGSB CPA CPSC CSA CSSB |
| 698 | DASMA DOC DOJ DOL DOTn |
| 699 | EN FEMA FM GA HPVA |
| 700 | HUD ICC ISO NAAMM NCMA |
| 701 | NFPA |
| 708 | PCI PTI SFM RMI SDI |
| 709 | SJI SPRI TIA TMS TPI |
| 710 | UBC UL |
| 712 | ULC USC WDMA WRI |
| 714 | 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 |
| 715 | SECTION 6109 SWIMMING POOLS AND OTHER BODIES OF WATER – PROTECTIVE DEVICES REQUIRED |
| 716 | CHAPTER 62 SIGNS SECTION 6201 GENERAL PROVISIONS |
| 717 | SECTION 6202 DEFINITIONS SECTION 6203 LOCATION SECTION 6204 IDENTIFICATION |
| 718 | SECTION 6205 DESIGN AND CONSTRUCTION |
| 719 | SECTION 6206 ELECTRICAL SECTION 6207 COMBUSTIBLE MATERIALS SECTION 6208 ANIMATED DEVICES SECTION 6209 GROUND SIGNS SECTION 6210 ROOF SIGNS |
| 720 | SECTION 6211 WALL SIGNS SECTION 6212 PROJECTING SIGNS SECTION 6213 MARQUEE SIGNS |
| 721 | SECTION 6214 PORTABLE SIGNS (RESERVED) 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 |
| 722 | CHAPTER 63 ADDITIONAL PROVISIONS FOR SPECIFIC USES SECTION 6301 GENERAL SECTION 6302 FOOD ESTABLISHMENT |
| 723 | SECTION 6303 SERVICE STATIONS SECTION 6304 RESIDENTIAL USES SECTION 6305 PARKING GARAGES SERVING RESIDENTIAL USES |
| 724 | SECTION 6306 ANTIGRAFFITI FINISH TO EXTERIOR WALLS SECTION 6307 SHOWER AND LOCKER FACILITIES |
| 726 | CHAPTER 67 SECURITY PROVISIONS SECTION 6701 PURPOSE SECTION 6702 GENERAL SECTION 6703 LIMITATIONS SECTION 6704 ALTERNATE SECURITY PROVISIONS SECTION 6705 DEFINITIONS |
| 727 | SECTION 6706 ENTRY VISION SECTION 6707 APPURTENANT ACCESS SECTION 6708 DOORS – GENERAL SECTION 6709 SWINGING DOORS |
| 728 | 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 |
| 729 | SECTION 6716 OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS SECTION 6717 TESTS – GENERAL |
| 730 | CHAPTER 70 GRADING, EXCAVATIONS AND FILLS SECTION 7001 PURPOSE SECTION 7002 SCOPE SECTION 7003 DEFINITIONS |
| 731 | SECTION 7004 GRADING DESIGNATION SECTION 7005 GENERAL REQUIREMENTS |
| 732 | SECTION 7006 CONDITIONS PRECEDENT TO ISSUING A GRADING PERMIT |
| 736 | SECTION 7007 SAFETY PRECAUTIONS DURING GRADING SECTION 7008 PROFESSIONAL INSPECTION AND CERTIFICATION FOR ENGINEERED GRADING |
| 737 | SECTION 7009 PROFESSIONAL INSPECTION FOR REGULAR GRADING SECTION 7010 EXCAVATIONS |
| 738 | SECTION 7011 FILLS |
| 739 | SECTION 7012 PLANTING AND IRRIGATION OF CUT AND FILL SLOPES IN HILLSIDE AREAS |
| 740 | SECTION 7013 EROSION CONTROL AND DRAINAGE DEVICES |
| 741 | SECTION 7014 CONSTRUCTION REQUIREMENTS AND LIMITATIONS SECTION 7015 BUTTRESS FILLS |
| 742 | SECTION 7016 AREAS SUBJECTED TO SLIDES AND UNSTABLE SOIL FIGURE BASIC GRID MAPNo. A-13372 |
| 743 | FIGURE A INTERCEPTOR TERRACE FIGURE B DIVERTER TERRACE FIGURE C BERM DETAIL |
| 744 | FIGURE D 20-FOOT HORIZONTAL BENCH FIGURE E FIGURE F DRAINAGE DISPERSAL WALL |
| 745 | FIGURE PLAN VIEW INLET STRUCTURE FIGURE G PLAN VIEW OUTLET STRUCTURE |
| 746 | FIGURE PLAN VIEW OUTLET SRUCTURE |
| 747 | FIGURE INLET STRUCTURE SECTION Y-Y |
| 748 | CHAPTER 71 METHANE SEEPAGE REGULATIONS SECTION 7101 PURPOSE SECTION 7102 DEFINITIONS SECTION 7103 GENERAL METHANE MITIGATION REQUIREMENTS |
| 749 | SECTION 7104 GENERAL METHANE REQUIREMENTS |
| 751 | 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 |
| 752 | TABLE 71 MINIMUM METHANE MITIGATION REQUIREMENTS |
| 754 | CHAPTER 72 FIRE DISTRICT REGULATIONS SECTION 7200 PURPOSE SECTION 7201 GENERAL |
| 756 | SECTION 7202 ADDITIONS TO BUILDINGS SECTION 7203 GENERAL REQUIREMENTS SECTION 7204 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 1 |
| 757 | SECTION 7205 PROVISIONAL STRUCTURES SECTION 7206 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 2 (DELETED) SECTION 7207 SPECIAL REQUIREMENTS FOR THE VERY HIGH FIRE HAZARD SEVERITY ZONE SECTION 7208 PROHIBITED VEHICLES |
| 758 | 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 |
| 759 | SECTION 8105 ILLEGAL BUILDINGS, CONSTRUCTION AND USE SECTION 8106 FIRE DISTRICT REQUIREMENTS |
| 760 | SECTION 8107 RESERVED SECTION 8108 NUISANCES, HAZARDOUS BUILDINGS AND SUBSTANDARD RESIDENTIAL BUILDINGS SECTION 8109 RELOCATED BUILDINGS SECTION 8110 UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION 8111 RESIDENTIAL HEATING |
| 761 | SECTION 8112 RESIDENTIAL PLUMBING SECTION 8113 ROD BRACING SYSTEMS SECTION 8114 PARAPETS AND APPENDAGES SECTION 8115 SANDBLASTING SECTION 8116 SPECIAL PROVISIONS FOR LIGHT-HOUSEKEEPING ROOMS |
| 762 | SECTION 8117 FIRE WATCH SECTION 8118 POOL WATER CLARITY SECTION 8119 HISTORICAL BUILDINGS AND STRUCTURES |
| 766 | 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 |
| 767 | SECTION 8205 CERTIFICATE OF BUILDING COMPLIANCE TABLE 82-A CERTIFICATE OF BUILDING COMPLIANCE INSPECTION FEE |
| 768 | CHAPTER 83 RELOCATION PERMIT SECTION 8301 GENERAL APPLICATION SECTION 8302 PERMITS REQUIRED – GENERAL CONSIDERATIONS SECTION 8303 PERMIT APPLICATION – PLANS AND SPECIFICATIONS |
| 769 | SECTION 8304 SPECIAL CONDITIONS UNDER WHICH A PERMIT WILL NOT BE ISSUED SECTION 8305 GUARANTEE OF COMPLETION REQUIRED |
| 770 | SECTION 8306 TERMS OF PERMIT SECTION 8307 DEFAULT IN PERFORMANCE OF CONDITIONS OR TERMS OF PERMITS – FAILURE TO COMPLETE SECTION 8308 PERMIT FEES |
| 771 | SECTION 8309 ENTRY UPON PREMISES TABLE NO. 83-A BASIC RELOCATION APPLICATION FEE SCHEDULE |
| 772 | CHAPTER 85 ALTERNATIVE BUILDING STANDARDS FOR JOINT LIVING AND WORK QUARTERS SECTION 8501 GENERAL |
| 773 | SECTION 8502 ALTERNATIVE STANDARDS |
| 778 | CHAPTER 86 SPECIAL PROVISIONS FOR EXISTING BUILDINGS SECTION 8601 GENERAL SECTION 8602 GROUP E OCCUPANCIES |
| 779 | SECTION 8603 FIRE PROTECTION – WARNING SYSTEM |
| 780 | SECTION 8604 FIRE SAFETY STANDARDS |
| 784 | SECTION 8605 EMERGENCY HOMELESS SHELTERS |
| 785 | SECTION 8606 EMERGENCY LIGHTING STANDARDS FOR EXISTING RESIDENTIAL BUILDINGS, GROUP R, DIVISION 1 OCCUPANCIES |
| 786 | SECTION 8607 TENANT SAFETY FOR APARTMENT HOUSES, EXCEPT FOR RESIDENTIAL CONDOMINIUMS |
| 788 | CHAPTER 88 EARTHQUAKE HAZARD REDUCTION IN EXISTING BUILDINGS SECTION 8801 PURPOSE SECTION 8802 SCOPE SECTION 8803 DEFINITIONS SECTION 8804 RATING CLASSIFICATIONS |
| 789 | SECTION 8805 GENERAL REQUIREMENTS SECTION 8806 ADMINISTRATION |
| 790 | SECTION 8807 HISTORICAL BUILDINGS SECTION 8808 ANALYSIS AND DESIGN FORMULA 8-1 FORMULA 8-2 |
| 791 | SECTION 8809 MATERIALS OF CONSTRUCTION |
| 793 | SECTION 8810 INFORMATION REQUIRED ON PLANS |
| 794 | SECTION 8811 DESIGN CHECK – COMPATIBILITY OF ROOF DIAPHRAGM STIFFNESS TO UNREINFORCED MASONRY WALL OUT-OF-PLANE STABILITY |
| 795 | FORMULA 11-3 FORMULA 11-4 SECTION 8812 VIOLATIONS SECTION 8813 SPECIAL REQUIREMENTS FOR VACANT BUILDINGS |
| 796 | FIGURE NO. 88 ACCEPTABLE SPAN FOR DIAPHRAGMS (BASED ON DISPLACEMENT CONTROL CONCEPTS) |
| 797 | TABLE NO. 88-A RATING CLASSIFICATIONS TABLE NO. 88-B TIME LIMITS FOR COMPLIANCE TABLE NO. 88-C SERVICE PROVISIONS AND EXTENDED TIME PROVISIONS** TABLE NO. 88-D HORIZONTAL FORCE FACTORS BASED ON RATING CLASSIFICATION TABLE NO. 88-E HORIZONTAL FORCE FACTORS “IS” FOR PARTS OR PORTIONS OF STRUCTURES |
| 798 | TABLE NO. 88-F HORIZONTAL FORCE FACTOR “CP” FOR PARTS OR PORTIONS OF BUILDINGS OR OTHER STRUCTURES TABLE NO. 88-G ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS WITH MINIMUM QUALITY MORTAR |
| 799 | TABLE NO. 88-H VALUES FOR EXISTING MATERIALS TABLE NO. 88-I ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION |
| 800 | TABLE NO. 88-J ALLOWABLE SHEAR STRESS FOR TESTED UNREINFORCED MASONRY WALLS TABLE NO. 88-K VALUES FOR EXISTING MATERIALS TABLE NO. 88-L ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE NO. 88-M ALLOWABLE SHEAR ON BOLTS |
| 802 | CHAPTER 89 ABATEMENT OF BUILDINGS, STRUCTURES, PREMISES AND PORTIONS THERE OF WHICH CONSTITUTE A NUISANCE OR ARE HAZARDOUS, OR SUBSTANDARD SECTION 8901 GENERAL SECTION 8902 DEFINITIONS |
| 805 | SECTION 8903 ABATEMENT PROCEDURES |
| 808 | SECTION 8904 SPECIAL PROVISIONS FOR VACANT PROPERTY GRAFFITI REMOVAL |
| 810 | 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 |
| 811 | SECTION 8907 ABATEMENT OF PUBLIC NUISANCE CONDITIONS RELATED TO A DECLARED LOCAL EMERGENCY |
| 812 | SECTION 8908 SPECIAL PROVISIONS FOR THE REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS |
| 814 | 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 |
| 815 | SECTION 9106 ADMINISTRATION SECTION 9107 HISTORICAL BUILDINGS SECTION 9108 ANALYSIS AND DESIGN |
| 817 | SECTION 9109 MATERIALS OF CONSTRUCTION SECTION 9110 INFORMATION REQUIRED ON PLANS SECTION 9111 REQUIRED BUILDING MAINTENANCE SECTION 9112 VIOLATIONS – PENALTIES FOR DISREGARDING DEPARTMENT ORDERS TABLE NO. 91-A RATING CLASSIFICATIONS TABLE NO. 91-B TIME LIMITS FOR COMPLIANCE TABLE NO. 91-C SERVICE PRIORITIES |
| 818 | 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 |
| 819 | SECTION 9203 STRUCTURAL WEAKNESSES SECTION 9204 STRENGTHENING REQUIREMENTS |
| 821 | SECTION 9205 QUALITY CONTROL |
| 822 | TABLE 92-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING |
| 824 | CHAPTER 93 VOLUNTARY EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION 9301 PURPOSE SECTION 9302 SCOPE SECTION 9303 DEFINITIONS |
| 825 | SECTION 9304 GENERAL REQUIREMENTS FOR PHASED CONSTRUCTION SECTION 9305 ANALYSIS AND DESIGN |
| 827 | SECTION 9306 MATERIALS OF CONSTRUCTION SECTION 9307 REQUIRED INFORMATION ON PLANS |
| 830 | CHAPTER 94 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS SECTION 9401 PURPOSE SECTION 9402 SCOPE SECTION 9403 DEFINITIONS SECTION 9404 GENERAL REQUIREMENTS SECTION 9405 PRE-DESIGN INVESTIGATION |
| 831 | SECTION 9406 ANALYSIS AND DESIGN |
| 834 | TABLE 94-A VALUES FOR EXISTING MATERIALS SECTION 9407 HISTORICAL BUILDINGS SECTION 9408 QUALITY CONTROL SECTION 9409 INFORMATION REQUIRED ON PLANS |
| 836 | CHAPTER 95 VOLUNTARY–EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE BUILDINGS AND CONCRETE FRAME BUILDINGS WITH MASONRY FILL SECTION 9501 PURPOSE SECTION 9502 SCOPE SECTION 9503 DEFINITIONS SECTION 9504 RESERVED SECTION 9505 GENERAL REQUIREMENTS SECTION 9508 CRITERIA SELECTION |
| 837 | SECTION 9509 DYNAMIC LATERAL ANALYSIS PROCEDURE FORMULA 9-1 FORMULA 9-2 FORMULA 9-3 |
| 839 | FORMULA 9-4 FORMULA 9-5 SECTION 9510 EQUIVALENT LATERAL FORCE PROCEDURE FORMULA 10-1 |
| 840 | SECTION 9511 SIMPLIFIED ANALYSIS PROCEDURE |
| 841 | SECTION 9512 MINIMUM REQUIREMENTS FOR A LIMITED STRUCTURAL ANALYSIS SECTION 9513 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY |
| 842 | SECTION 9514 EVALUATION OF EXISTING STRUCTURAL CONDITIONS SECTION 9515 MATERIALS OF CONSTRUCTION SECTION 9516 INFORMATION REQUIRED ON THE PLANS |
| 843 | TABLE 95-A RATING CLASSIFICATIONS TABLES 95-B-C RESERVED TABLE 95-D INITIAL EFFECTIVE MOMENT OF INERTIA OF CONCRETE MEMBERS TABLE 95-E ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT FIGURE 95-1 RESPONSE SPECTRA SHAPES |
| 844 | 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 |
| 846 | SECTION 9605 MATERIALS OF CONSTRUCTION SECTION 9606 INFORMATION REQUIRED ON PLANS |
| 848 | EXCERPTS FROM RELATED LOS ANGELES CITY CODES LOS ANGELES MUNICIPAL CODE CHAPTER 11, ARTICLE 8 SECTION 28.10 BALLOON – USE FOR ADVERTISING SECTION 28.11 CAPTIVE BALLOONS AND SIMILAR DEVICES |
| 849 | CHAPTER IX, ARTICLE 6 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 |
| 851 | 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 |
| 853 | SECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS |
| 854 | 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 |
| 855 | SECTION 96.304 CONTENTS OF REPORTS |
| 856 | SECTION 96.305 FEE FOR REPORTS SECTION 96.306 EFFECTIVE PERIOD OF REPORT SECTION 96.307 DELIVERY OF THE REPORT SECTION 96.308 EXCEPTIONS SECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION |
| 857 | SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION |
| 858 | CHAPTER IX, ARTICLE 8 GENERAL ADMINISTRATIVE PROVISIONS SECTION 98.0103 DEFINITIONS SECTION 98.0105 INSPECTIONS |
| 859 | SECTION 98.0109 EXPRESS PERMITS |
| 860 | 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 |
| 863 | SECTION 98.0403.2 PROCEDURES FOR APPEALS TO THE DEPARTMENT AND TO THE BOARD |
| 864 | TABLE NO. 4-A FILING FEES* FOR APPEALS TABLE NO 4-B FILING FEES* FOR APPEALS GRADING AND SOIL REQUIREMENTS SECTION 98.0404 EXTRA TERRITORIAL INSPECTIONS SECTION 98.0405 CHARGES FOR PRINTED MATERIALS AND MISCELLANEOUS TYPE SERVICES 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 |
| 865 | TABLE 4-C CHARGES FOR PRINTED MATERIALS SECTION 98.0410 SURCHARGE FOR ONE-STOP PERMIT CENTER SECTION 98.0411 NONCOMPLIANCE FEES |
| 866 | SECTION 98.0412 INSPECTION FEES SECTION 98.0414 CERTIFICATION FEES TABLE NO. 4-D NONCOMPLIANCE INSPECTION FEES |
| 867 | SECTION 98.0415 CLERICAL, ISSUING OR RESEARCH FEES AND MISCELLANEOUS FEES 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 |
| 868 | SECTION 98.0422 FEES FOR OFF HOURS PLAN CHECK AND OTHER SERVICES |
| 869 | DIVISION 5 — TESTING PROCEDURES, REGULATIONS AND ADMINISTRATION SECTION 98.0501 ALTERNATE MATERIALS, DEVICES AND METHODS OF CONSTRUCTION |
| 870 | TABLE 5-A FEE SCHEDULE |
| 871 | SECTION 98.0502 APPLIANCES, FIXTURES AND EQUIPMENT TABLE 1. MECHANICAL TESTING LABORATORY FEES |
| 872 | TABLE 2. ELECTRICAL TESTING LABORATORY FEES |
| 874 | SECTION 98.0503 TESTING AGENCIES |
| 875 | SECTION 98.0504 ENVIRONMENTAL REPORTS |
| 876 | DIVISION 6 — EXPIRATION AND REVOCATION OF PERMITS, PLAN CHECK AND SLIGHT MODIFICATIONS AND ALTERNATIVES SECTION 98.0601 PURPOSE SECTION 98.0602 EXPIRATION OF PERMITS SECTION 98.0603 EXPIRATION OF PLAN CHECK SECTION 98.0604 EXPIRATION OF SLIGHT MODIFICATIONS AND ALTERNATIVES |
| 877 | SECTION 98.0605 TIME LIMITS OF REQUESTS FOR EXTENSION |
| 878 | 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 |
| 879 | 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 |
| 880 | 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 |
| 881 | 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 |
| 882 | 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 |
| 883 | TABLE I OCTAVE BAND NOISE VALUES CORRESPONDING TO SOUND LEVEL “A” VALUES SECTION 111.03 MINIMUM AMBIENT NOISE LEVEL TABLE II SOUND LEVEL “A” DECIBELS |
| 884 | SECTION 111.04 VIOLATIONS: ADDITIONAL REMEDIES, INJUNCTIONS 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 |
| 885 | 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 |
| 886 | 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 |
| 888 | INDEX |
| 928 | HISTORY NOTE APPENDIX |
| 930 | 2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 CALIFORNIA BUILDING STANDARDS COMMISSION TITLE PAGE |
| 931 | COPYRIGHT |
| 932 | PREFACE |
| 933 | PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS |
| 934 | HISTORICAL PREFACE |
| 936 | CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST |
| 937 | HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE |
| 938 | TABLE OF CONTENTS |
| 940 | CHAPTER 8-1 ADMINISTRATION SECTION 8-101 TITLE, PURPOSE AND INTENT SECTION 8-102 APPLICATION SECTION 8-103 ORGANIZATION AND ENFORCEMENT |
| 941 | SECTION 8-104 REVIEW AND APPEALS SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS SECTION 8-106 SHBSB RULINGS |
| 942 | CHAPTER 8-2 DEFINITIONS SECTION 8-201 DEFINITIONS |
| 944 | CHAPTER 8-3 USE AND OCCUPANCY SECTION 8-301 PURPOSE AND SCOPE SECTION 8-302 GENERAL SECTION 8-303 RESIDENTIAL OCCUPANCIES |
| 946 | CHAPTER 8-4 FIRE PROTECTION SECTION 8-401 PURPOSE, INTENT AND SCOPE SECTION 8-402 FIRE-RESISTIVE CONSTRUCTION SECTION 8-403 INTERIOR FINISH MATERIALS SECTION 8-404 WOOD LATH AND PLASTER SECTION 8-405 OCCUPANCY SEPARATION SECTION 8-406 MAXIMUM FLOOR AREA SECTION 8-407 VERTICAL SHAFTS SECTION 8-408 ROOF COVERING |
| 947 | SECTION 8-409 FIRE ALARM SYSTEMS SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS SECTION 8-411 OTHER TECHNOLOGIES SECTION 8-412 HIGH-RISE BUILDINGS |
| 948 | CHAPTER 8-5 MEANS OF EGRESS SECTION 8-501 PURPOSE, INTENT AND SCOPE SECTION 8-502 GENERAL |
| 949 | SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS SECTION 8-504 RAILINGS AND GUARDRAILS |
| 950 | CHAPTER 8-6 ACCESSIBILITY SECTION 8-601 PURPOSE, INTENT AND SCOPE SECTION 8-602 BASIC PROVISIONS SECTION 8-603 ALTERNATIVES |
| 951 | SECTION 8-604 EQUIVALENT FACILITATION |
| 952 | CHAPTER 8-7 STRUCTURAL REGULATIONS SECTION 8-701 PURPOSE, INTENT AND SCOPE SECTION 8-702 GENERAL SECTION 8-703 STRUCTURAL SURVEY SECTION 8-704 NONHISTORICAL ADDITIONS AND NONHISTORICAL ALTERATIONS SECTION 8-705 STRUCTURAL REGULATIONS SECTION 8-706 LATERAL LOAD REGULATIONS |
| 954 | CHAPTER 8-8 ARCHAIC MATERIALS AND METHODS OF CONSTRUCTION SECTION 8-801 PURPOSE, INTENT AND SCOPE SECTION 8-802 GENERAL ENGINEERING APPROACHES SECTION 8-803 NONSTRUCTURAL ARCHAIC MATERIALS SECTION 8-804 ALLOWABLE CONDITIONS FOR SPECIFIC MATERIALS SECTION 8-805 MASONRY |
| 955 | SECTION 8-806 ADOBE SECTION 8-807 WOOD SECTION 8-808 CONCRETE SECTION 8-809 STEEL AND IRON |
| 956 | TABLE8-8A ALLOWABLE VALUES FOR EXISTING MATERIALS SECTION 8-810 HOLLOW CLAY TILE SECTION 8-811 VENEERS SECTION 8-812 GLASS AND GLAZING |
| 957 | TABLE 8-8B ALLOWABLE VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION |
| 958 | CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS SECTION 8-901 PURPOSE, INTENT AND SCOPE SECTION 8-902 MECHANICAL |
| 959 | SECTION 8-903 PLUMBING |
| 960 | SECTION 8-904 ELECTRICAL |
| 962 | CHAPTER 8-10 QUALIFIED HISTORICAL DISTRICTS, SITES AND OPEN SPACES SECTION 8-1001 PURPOSE AND SCOPE SECTION 8-1002 APPLICATION SECTION 8-1003 SITE RELATIONS |
| 964 | APPENDIX A CHAPTER 8-1 CHAPTER 8-6 TABLE 1—PROVISION APPLICABILITY |
| 965 | TABLE 1—PROVISION APPLICABILITY—continued |
| 966 | TABLE 1—PROVISION APPLICABILITY—continued |
| 968 | HISTORY NOTE APPENDIX CALIFORNIA HISTORICAL BUILDING CODE |
| 970 | 2010 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 10 2010 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 10 CALIFORNIA BUILDING STANDARDS COMMISSION BASED ON THE 2009 INTERNATIONAL EXISTING BUILDING CODE® TITLE PAGE |
| 971 | COPYRIGHT |
| 972 | TABLE OF CONTENTS |
| 974 | APPENDIX CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS |
| 976 | APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A100 APPLICATION SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS |
| 977 | SECTION A104 SYMBOLS AND NOTATIONS |
| 978 | SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS |
| 979 | EQUATION A1-1 EQUATION A1-2 |
| 980 | EQUATION A1-3 SECTION A107 QUALITY CONTROL |
| 981 | SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5 EQUATION A1-6 SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 |
| 982 | SECTION A111 SPECIAL PROCEDURE EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12 |
| 983 | EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 EQUATION A1-16 EQUATION A1-17 EQUATION A1-18 EQUATION A1-19 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-20 EQUATION A1-21 EQUATION A1-22 |
| 984 | EQUATION A1-23 EQUATION A1-24 EQUATION A1-25 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS |
| 985 | SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY |
| 986 | TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp |
| 987 | TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS |
| 988 | TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE A1-F—MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS TABLE A1-G—MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS |
| 989 | FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN |
| 990 | FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 992 | REFERENCED STANDARDS UNIFORM BUILDING CODE STANDARD 21–4 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS SECTION 21.401 — SCOPE SECTION 21.402 — CLASSIFICATION SECTION 21.403 — MATERIALS SECTION 21.404 — PHYSICAL REQUIREMENTS SECTION 21.405 — MINIMUM FACE-SHELL AND WEB THICKNESSES SECTION 21.406 — PERMISSIBLE VARIATIONS IN DIMENSIONS |
| 993 | SECTION 21.407 — VISUAL INSPECTION SECTION 21.408 — METHODS OF SAMPLING AND TESTING SECTION 21.409 — REJECTION TABLE 21–4-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS TABLE 21–4-B STRENGTH AND ABSORPTION REQUIREMENTS |
| 994 | TABLE 21–4-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS |
| 995 | UNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS SECTION 21.601 — SCOPE SECTION 21.602 — PREPARATION OF SAMPLE SECTION 21.603 — APPLICATION OF LOAD AND DETERMINATION OF RESULTS UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS SECTION 21.701 — SCOPE SECTION 21.702 — DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS SECTION 21.703 — TORQUE TESTING OF NEW BOLTS SECTION 21.704 — PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS SECTION 21.705 — REPORTS |
| 996 | UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS SECTION 21.801 — SCOPE SECTION 21.802 — JOINT PREPARATION SECTION 21.803 — MORTAR PREPARATION SECTION 21.804 — PACKING |
| 997 | UNIFORM BUILDING CODE STANDARD 21–13 HYDRATED LIME FOR MASONRY PURPOSES SECTION 21.1301 — SCOPE SECTION 21.1302 — DEFINITION SECTION 21.1303 — ADDITIONS SECTION 21.1304 — MANUFACTURER’S STATEMENT SECTION 21.1305 — CHEMICAL REQUIREMENTS COMPOSITION SECTION 21.1306 — RESIDUE, POPPING AND PITTING SECTION 21.1307 — PLASTICITY SECTION 21.1308 — WATER RETENTION SECTION 21.1309 — SPECIAL MARKING |
| 998 | SECTION 21.1310 — QUALITY CONTROL TABLE 21–13–A—CHEMICAL REQUIREMENTS |
| 1000 | HISTORY NOTE APPENDIX CALIFORNIA EXISTING BUILDING CODE |
| 1002 | ICC EVALUATION SERVICE |
| 1003 | 2009 IBC® HANDBOOKS |
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