{"id":72673,"date":"2024-10-17T16:22:19","date_gmt":"2024-10-17T16:22:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ca-la-citybuilding-vol1-2011-2\/"},"modified":"2024-10-24T19:07:48","modified_gmt":"2024-10-24T19:07:48","slug":"ca-la-citybuilding-vol1-2011-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/ca-la-citybuilding-vol1-2011-2\/","title":{"rendered":"CA LA CityBuilding Vol1 2011"},"content":{"rendered":"<div>\n City of Los Angeles Building Code &#8211; Volume 1 &amp; 2 package includes:\n<\/div>\n<ul>\n<li>City of Los Angeles Building Code &#8211; Volume 1 \/ 2011<\/li>\n<li>City of Los Angeles Building Code &#8211; Volume 2 \/ 2011<\/li>\n<\/ul>\n<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>1<b><\/td>\n<td>2011 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 OF 2  <\/td>\n<\/tr>\n<tr>\n<td><b>2<b><\/td>\n<td>2011 CITY OF LOS ANGELES BUILDING CODE VOLUME 2 BASED ON THE 2010 CBC AND 2009\u00ae TITLE PAGE  <\/td>\n<\/tr>\n<tr>\n<td><b>3<b><\/td>\n<td>COPYRIGHT  <\/td>\n<\/tr>\n<tr>\n<td><b>4<b><\/td>\n<td>CITY OF LOS ANGELES INFORMATION CONTACT LIST  <\/td>\n<\/tr>\n<tr>\n<td><b>6<b><\/td>\n<td>CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY PUBLISHED CODES AND RELATED CODES AND STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>7<b><\/td>\n<td>CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY RESPONSIBILITIES AND FOUR BUREAUS  <\/td>\n<\/tr>\n<tr>\n<td><b>8<b><\/td>\n<td>EFFECTIVE USE OF THE CITY OF LOS ANGELES BUILDING CODE  <\/td>\n<\/tr>\n<tr>\n<td><b>10<b><\/td>\n<td>TABLE OF CONTENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>28<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>29<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN\u2014continued  <\/td>\n<\/tr>\n<tr>\n<td><b>30<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16 \u2013 STRUCTURAL DESIGN\u2014continued  <\/td>\n<\/tr>\n<tr>\n<td><b>32<b><\/td>\n<td>CHAPTER 16 STRUCTURAL DESIGN <br \/> SECTION 1601 GENERAL <br \/> SECTION 1602 DEFINITIONS AND NOTATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>33<b><\/td>\n<td>SECTION 1603 CONSTRUCTION DOCUMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>34<b><\/td>\n<td>SECTION 1604 GENERAL DESIGN REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>35<b><\/td>\n<td>TABLE 1604.3 DEFLECTION LIMITS  <\/td>\n<\/tr>\n<tr>\n<td><b>36<b><\/td>\n<td>TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>37<b><\/td>\n<td>SECTION 1605 LOAD COMBINATIONS <br \/> EQUATION 16-1 <br \/> EQUATION 16-2 <br \/> EQUATION 16-3 <br \/> EQUATION 16-4 <br \/> EQUATION 16-5 <br \/> EQUATION 16-6 <br \/> EQUATION 16-7 <br \/> EQUATION 16-8 <br \/> EQUATION 16-9 <br \/> EQUATION 16-10  <\/td>\n<\/tr>\n<tr>\n<td><b>38<b><\/td>\n<td>EQUATION 16-11 <br \/> EQUATION 16-12 <br \/> EQUATION 16-13 <br \/> EQUATION 16-14 <br \/> EQUATION 16-15 <br \/> EQUATION 16-16 <br \/> EQUATION 16-17 <br \/> EQUATION 16-18 <br \/> EQUATION 16-19 <br \/> EQUATION 16-20 <br \/> EQUATION 16-21 <br \/> SECTION 1606 DEAD LOADS <br \/> SECTION 1607 LIVE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>39<b><\/td>\n<td>TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <br \/> TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg  <\/td>\n<\/tr>\n<tr>\n<td><b>40<b><\/td>\n<td>TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg  <\/td>\n<\/tr>\n<tr>\n<td><b>41<b><\/td>\n<td>TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <br \/> EQUATION 16-22  <\/td>\n<\/tr>\n<tr>\n<td><b>42<b><\/td>\n<td>TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL <br \/> EQUATION 16-23 <br \/> EQUATION 16-24  <\/td>\n<\/tr>\n<tr>\n<td><b>43<b><\/td>\n<td>EQUATION 16-25 <br \/> EQUATION 16-26 <br \/> EQUATION 16-27 <br \/> EQUATION 16-28 <br \/> EQUATION 16-29 <br \/> EQUATION 16-30 <br \/> EQUATION 16-31  <\/td>\n<\/tr>\n<tr>\n<td><b>44<b><\/td>\n<td>SECTION 1608 SNOW LOADS <br \/> TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>45<b><\/td>\n<td>FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)  <\/td>\n<\/tr>\n<tr>\n<td><b>46<b><\/td>\n<td>FIGURE 1608.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)  <\/td>\n<\/tr>\n<tr>\n<td><b>47<b><\/td>\n<td>SECTION 1609 WIND LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>48<b><\/td>\n<td>TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <br \/> EQUATION 16-32 <br \/> TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDS  <\/td>\n<\/tr>\n<tr>\n<td><b>49<b><\/td>\n<td>FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST)  <\/td>\n<\/tr>\n<tr>\n<td><b>50<b><\/td>\n<td>FIGURE 1609\u2014continued BASIC WIND SPEED (3-SECOND GUST)  <\/td>\n<\/tr>\n<tr>\n<td><b>51<b><\/td>\n<td>FIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE  <\/td>\n<\/tr>\n<tr>\n<td><b>52<b><\/td>\n<td>FIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE  <\/td>\n<\/tr>\n<tr>\n<td><b>53<b><\/td>\n<td>FIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE  <\/td>\n<\/tr>\n<tr>\n<td><b>54<b><\/td>\n<td>EQUATION 16-33  <\/td>\n<\/tr>\n<tr>\n<td><b>55<b><\/td>\n<td>EQUATION 16-34 <br \/> TABLE 1609.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa  <\/td>\n<\/tr>\n<tr>\n<td><b>56<b><\/td>\n<td>TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cnet  <\/td>\n<\/tr>\n<tr>\n<td><b>57<b><\/td>\n<td>TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet  <\/td>\n<\/tr>\n<tr>\n<td><b>58<b><\/td>\n<td>TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet  <\/td>\n<\/tr>\n<tr>\n<td><b>59<b><\/td>\n<td>TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet  <\/td>\n<\/tr>\n<tr>\n<td><b>60<b><\/td>\n<td>TABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <br \/> SECTION 1610 SOIL LATERAL LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>61<b><\/td>\n<td>TABLE 1610.1 LATERAL SOIL LOAD <br \/> SECTION 1611 RAIN LOADS <br \/> EQUATION 16-35  <\/td>\n<\/tr>\n<tr>\n<td><b>62<b><\/td>\n<td>[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES  <\/td>\n<\/tr>\n<tr>\n<td><b>63<b><\/td>\n<td>[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES  <\/td>\n<\/tr>\n<tr>\n<td><b>64<b><\/td>\n<td>[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES  <\/td>\n<\/tr>\n<tr>\n<td><b>65<b><\/td>\n<td>[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA  <\/td>\n<\/tr>\n<tr>\n<td><b>66<b><\/td>\n<td>[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII  <\/td>\n<\/tr>\n<tr>\n<td><b>67<b><\/td>\n<td>SECTION 1612 FLOOD LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>69<b><\/td>\n<td>SECTION 1613 EARTHQUAKE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>70<b><\/td>\n<td>TABLE 1613.5.2 SITE CLASS DEFINITIONS <br \/> TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Fa <br \/> TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FV  <\/td>\n<\/tr>\n<tr>\n<td><b>71<b><\/td>\n<td>EQUATION 16-36 <br \/> EQUATION 16-37 <br \/> EQUATION 16-38 <br \/> EQUATION 16-39 <br \/> TABLE 1613.5.5 SITE CLASSIFICATION <br \/> EQUATION 16-40 <br \/> EQUATION 16-41 <br \/> EQUATION 16-42  <\/td>\n<\/tr>\n<tr>\n<td><b>72<b><\/td>\n<td>EQUATION 16-43 <br \/> TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ONSHORT-PERIOD RESPONSE ACCELERATIONS <br \/> TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON1-SECOND PERIOD RESPONSE ACCELERATION  <\/td>\n<\/tr>\n<tr>\n<td><b>74<b><\/td>\n<td>EQUATION 16-44 <br \/> EQUATION 16-45  <\/td>\n<\/tr>\n<tr>\n<td><b>80<b><\/td>\n<td>SECTION 1614 STRUCTURAL INTEGRITY  <\/td>\n<\/tr>\n<tr>\n<td><b>82<b><\/td>\n<td>EQUATION 16-46 <br \/> EQUATION 16-47  <\/td>\n<\/tr>\n<tr>\n<td><b>83<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>84<b><\/td>\n<td>FIGURE 1613.5(1)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B  <\/td>\n<\/tr>\n<tr>\n<td><b>85<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>86<b><\/td>\n<td>FIGURE 1613.5(2)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B  <\/td>\n<\/tr>\n<tr>\n<td><b>87<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>88<b><\/td>\n<td>FIGURE 1613.5(3)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B  <\/td>\n<\/tr>\n<tr>\n<td><b>89<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>90<b><\/td>\n<td>FIGURE 1613.5(4)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B  <\/td>\n<\/tr>\n<tr>\n<td><b>91<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>92<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>93<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>94<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>95<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>96<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>97<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>98<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>99<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>100<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>101<b><\/td>\n<td>FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES  <\/td>\n<\/tr>\n<tr>\n<td><b>102<b><\/td>\n<td>SECTION 1615 ADDITIONAL REQUIREMENTS [DSA-SS\/CC]  <\/td>\n<\/tr>\n<tr>\n<td><b>104<b><\/td>\n<td>EQUATION 12.8-16  <\/td>\n<\/tr>\n<tr>\n<td><b>108<b><\/td>\n<td>TABLE &#8211; ALLOWABLE RAIL DEFLECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>110<b><\/td>\n<td>SECTION 1616 MODIFICATIONS TO ASCE 7  <\/td>\n<\/tr>\n<tr>\n<td><b>112<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 16A \u2013 STRUCTURAL DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>114<b><\/td>\n<td>CHAPTER 16A STRUCTURAL DESIGN <br \/> SECTION 1601A GENERAL <br \/> SECTION 1602A DEFINITIONS AND NOTATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>116<b><\/td>\n<td>SECTION 1603A CONSTRUCTION DOCUMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>117<b><\/td>\n<td>SECTION 1604A GENERAL DESIGN REQUIREMENTS <br \/> TABLE 1604A.3 DEFLECTION LIMITS  <\/td>\n<\/tr>\n<tr>\n<td><b>119<b><\/td>\n<td>TABLE 1604A.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <br \/> SECTION 1605A LOAD COMBINATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>120<b><\/td>\n<td>EQUATION 16A-1 <br \/> EQUATION 16A-2 <br \/> EQUATION 16A-3 <br \/> EQUATION 16A-4 <br \/> EQUATION 16A-5 <br \/> EQUATION 16A-6 <br \/> EQUATION 16A-7<br \/>\n <br \/> EQUATION 16A-8 <br \/> EQUATION 16A-9 <br \/> EQUATION 16A-10 <br \/> EQUATION 16A-11 <br \/> EQUATION 16A-12 <br \/> EQUATION 16A-13 <br \/> EQUATION 16A-14 <br \/> EQUATION 16A-15 <br \/> EQUATION 16A-16 <br \/> EQUATION 16A-17 <br \/> EQUATION 16A-18 <br \/> EQUATION 16A-19 <br \/> EQUATION 16A-20  <\/td>\n<\/tr>\n<tr>\n<td><b>121<b><\/td>\n<td>EQUATION 16A-21 <br \/> SECTION 1606A DEAD LOADS <br \/> SECTION 1607A LIVE LOADS <br \/> TABLE 1607A.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>122<b><\/td>\n<td>TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <br \/> TABLE 1607A.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>123<b><\/td>\n<td>TABLE 1607A.6 UNIFORM AND CONCENTRATED LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>124<b><\/td>\n<td>EQUATION 16A-22 <br \/> TABLE 1607A.9.1 LIVE LOAD ELEMENT FACTOR, KLL  <\/td>\n<\/tr>\n<tr>\n<td><b>125<b><\/td>\n<td>EQUATION 16A-23 <br \/> EQUATION 16A-24 <br \/> EQUATION 16A-25 <br \/> EQUATION 16A-26 <br \/> EQUATION 16A-27 <br \/> EQUATION 16A-28 <br \/> EQUATION 16A-29 <br \/> EQUATION 16A-30  <\/td>\n<\/tr>\n<tr>\n<td><b>126<b><\/td>\n<td>EQUATION 16A-31 <br \/> SECTION 1608A SNOW LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>127<b><\/td>\n<td>FIGURE 1608A.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)  <\/td>\n<\/tr>\n<tr>\n<td><b>128<b><\/td>\n<td>FIGURE 1608A.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)  <\/td>\n<\/tr>\n<tr>\n<td><b>129<b><\/td>\n<td>SECTION 1609A WIND LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>130<b><\/td>\n<td>TABLE 1609A.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <br \/> TABLE 1609A.3.1 EQUIVALENT BASIC WIND SPEEDS  <\/td>\n<\/tr>\n<tr>\n<td><b>131<b><\/td>\n<td>FIGURE 1609A BASIC WIND SPEED (3-SECOND GUST)  <\/td>\n<\/tr>\n<tr>\n<td><b>132<b><\/td>\n<td>EQUATION 16A-32 <br \/> EQUATION 16A-33  <\/td>\n<\/tr>\n<tr>\n<td><b>133<b><\/td>\n<td>TABLE 1609A.6.2(1) WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET  <\/td>\n<\/tr>\n<tr>\n<td><b>134<b><\/td>\n<td>TABLE 1609A.6.2(2) NET PRESSURE COEFFICIENTS, Cne  <\/td>\n<\/tr>\n<tr>\n<td><b>135<b><\/td>\n<td>TABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cne  <\/td>\n<\/tr>\n<tr>\n<td><b>136<b><\/td>\n<td>TABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet  <\/td>\n<\/tr>\n<tr>\n<td><b>137<b><\/td>\n<td>TABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet  <\/td>\n<\/tr>\n<tr>\n<td><b>138<b><\/td>\n<td>TABLE 1609A.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cne <br \/> EQUATION 16A-34  <\/td>\n<\/tr>\n<tr>\n<td><b>139<b><\/td>\n<td>TABLE 1610A.1 LATERAL SOIL LOAD <br \/> SECTION 1610A SOIL LATERAL LOADS <br \/> SECTION 1611A RAIN LOADS <br \/> EQUATION 16A-35  <\/td>\n<\/tr>\n<tr>\n<td><b>140<b><\/td>\n<td>[P] FIGURE 1611A.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES  <\/td>\n<\/tr>\n<tr>\n<td><b>141<b><\/td>\n<td>[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES  <\/td>\n<\/tr>\n<tr>\n<td><b>142<b><\/td>\n<td>[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES  <\/td>\n<\/tr>\n<tr>\n<td><b>143<b><\/td>\n<td>[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA  <\/td>\n<\/tr>\n<tr>\n<td><b>144<b><\/td>\n<td>[P] FIGURE 1611A.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII  <\/td>\n<\/tr>\n<tr>\n<td><b>145<b><\/td>\n<td>SECTION 1612A FLOOD LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>147<b><\/td>\n<td>SECTION 1613A EARTHQUAKE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>148<b><\/td>\n<td>EQUATION 16A-36 <br \/> EQUATION 16A-37 <br \/> TABLE 1613A.5.2 SITE CLASS DEFINITIONS <br \/> EQUATION 16A-38 <br \/> EQUATION 16A-39  <\/td>\n<\/tr>\n<tr>\n<td><b>149<b><\/td>\n<td>TABLE 1613A.5.3(1) VALUES OF SITE COEFFICIENT Fa <br \/> TABLE 1613A.5.3(2) VALUES OF SITE COEFFICIENT FV <br \/> EQUATION 16A-40 <br \/> EQUATION 16A-41 <br \/> EQUATION 16A-42  <\/td>\n<\/tr>\n<tr>\n<td><b>150<b><\/td>\n<td>EQUATION 16A-43 <br \/> TABLE 1613A.5.5 SITE CLASSIFICATION  <\/td>\n<\/tr>\n<tr>\n<td><b>151<b><\/td>\n<td>EQUATION 16A-44A <br \/> EQUATION 16A-44B <br \/> EQUATION 16A-45  <\/td>\n<\/tr>\n<tr>\n<td><b>152<b><\/td>\n<td>SECTION 1614A STRUCTURAL INTEGRITY <br \/> EQUATION 16A-46  <\/td>\n<\/tr>\n<tr>\n<td><b>153<b><\/td>\n<td>FIGURE 1614A.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <br \/> EQUATION 16A-47  <\/td>\n<\/tr>\n<tr>\n<td><b>154<b><\/td>\n<td>SECTION 1615A MODIFICATIONS TO ASCE 7  <\/td>\n<\/tr>\n<tr>\n<td><b>155<b><\/td>\n<td>EQUATION 12.8-16  <\/td>\n<\/tr>\n<tr>\n<td><b>159<b><\/td>\n<td>TABLE &#8211; ALLOWABLE RAIL DEFLECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>162<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17 \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>164<b><\/td>\n<td>CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS <br \/> SECTION 1701 GENERAL <br \/> SECTION 1702 DEFINITIONS <br \/> SECTION 1703 APPROVALS  <\/td>\n<\/tr>\n<tr>\n<td><b>165<b><\/td>\n<td>SECTION 1704 SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>167<b><\/td>\n<td>TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>168<b><\/td>\n<td>TABLE 1704.3\u2014continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>169<b><\/td>\n<td>TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>171<b><\/td>\n<td>TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>172<b><\/td>\n<td>TABLE 1704.5.1\u2014continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>173<b><\/td>\n<td>TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>174<b><\/td>\n<td>TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS <br \/> TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS <br \/> TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>179<b><\/td>\n<td>SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>181<b><\/td>\n<td>SECTION 1706 SPECIAL INSPECTIONS FOR WIND REQUIREMENTS <br \/> SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>183<b><\/td>\n<td>SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE <br \/> SECTION 1709 CONTRACTOR RESPONSIBILITY  <\/td>\n<\/tr>\n<tr>\n<td><b>185<b><\/td>\n<td>SECTION 1710 STRUCTURAL OBSERVATIONS <br \/> SECTION 1711 DESIGN STRENGTHS OF MATERIALS <br \/> SECTION 1712 ALTERNATIVE TEST PROCEDURE  <\/td>\n<\/tr>\n<tr>\n<td><b>186<b><\/td>\n<td>SECTION 1713 TEST SAFE LOAD <br \/> SECTION 1714 IN-SITU LOAD TESTS <br \/> SECTION 1715 PRECONSTRUCTION LOAD TESTS  <\/td>\n<\/tr>\n<tr>\n<td><b>187<b><\/td>\n<td>SECTION 1716 MATERIAL AND TEST STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>188<b><\/td>\n<td>SECTION 1717 CERTIFIED SECURITY BAR INSTALLER  <\/td>\n<\/tr>\n<tr>\n<td><b>190<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 17A \u2013 STRUCTURAL TESTS AND SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>192<b><\/td>\n<td>CHAPTER 17A STRUCTURAL TESTS AND SPECIAL INSPECTIONS <br \/> SECTION 1701A GENERAL <br \/> SECTION 1702A DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>193<b><\/td>\n<td>SECTION 1703A APPROVALS  <\/td>\n<\/tr>\n<tr>\n<td><b>194<b><\/td>\n<td>SECTION 1704A SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>196<b><\/td>\n<td>TABLE 1704A.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>197<b><\/td>\n<td>TABLE 1704A.3\u2014continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>198<b><\/td>\n<td>TABLE 1704A.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>201<b><\/td>\n<td>TABLE 1704A.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>202<b><\/td>\n<td>TABLE 1704A.5.1\u2014continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>203<b><\/td>\n<td>TABLE 1704A.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>204<b><\/td>\n<td>TABLE 1704A.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS <br \/> TABLE 1704A.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS <br \/> TABLE 1704A.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>206<b><\/td>\n<td>SECTION 1705A STATEMENT OF SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>208<b><\/td>\n<td>SECTION 1706A SPECIAL INSPECTIONS FOR WIND REQUIREMENTS <br \/> SECTION 1707A SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>209<b><\/td>\n<td>SECTION 1708A STRUCTURAL TESTING FOR SEISMIC RESISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>210<b><\/td>\n<td>SECTION 1709A CONTRACTOR RESPONSIBILITY <br \/> SECTION 1710A STRUCTURAL OBSERVATIONS <br \/> SECTION 1711A DESIGN STRENGTHS OF MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>211<b><\/td>\n<td>SECTION 1712A ALTERNATIVE TEST PROCEDURE <br \/> SECTION 1713A TEST SAFE LOAD <br \/> SECTION 1714A IN-SITU LOAD TESTS <br \/> SECTION 1715A PRECONSTRUCTION LOAD TESTS  <\/td>\n<\/tr>\n<tr>\n<td><b>212<b><\/td>\n<td>SECTION 1716A MATERIAL AND TEST STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>214<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18 \u2013 SOILS AND FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>216<b><\/td>\n<td>CHAPTER 18 SOILS AND FOUNDATIONS <br \/> SECTION 1801 GENERAL <br \/> SECTION 1802 DEFINITIONS <br \/> SECTION 1803 GEOTECHNICAL INVESTIGATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>219<b><\/td>\n<td>SECTION 1804 EXCAVATION, GRADING AND FILL  <\/td>\n<\/tr>\n<tr>\n<td><b>220<b><\/td>\n<td>SECTION 1805 DAMPPROOFING AND WATERPROOFING  <\/td>\n<\/tr>\n<tr>\n<td><b>221<b><\/td>\n<td>SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS  <\/td>\n<\/tr>\n<tr>\n<td><b>222<b><\/td>\n<td>TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <br \/> SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES  <\/td>\n<\/tr>\n<tr>\n<td><b>223<b><\/td>\n<td>TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>224<b><\/td>\n<td>TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>225<b><\/td>\n<td>TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES  <\/td>\n<\/tr>\n<tr>\n<td><b>226<b><\/td>\n<td>TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES  <\/td>\n<\/tr>\n<tr>\n<td><b>227<b><\/td>\n<td>TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES  <\/td>\n<\/tr>\n<tr>\n<td><b>228<b><\/td>\n<td>EQUATION 18-1 <br \/> EQUATION 18-2 <br \/> EQUATION 18-3 <br \/> SECTION 1808 FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>229<b><\/td>\n<td>FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES  <\/td>\n<\/tr>\n<tr>\n<td><b>230<b><\/td>\n<td>SECTION 1809 SHALLOW FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>231<b><\/td>\n<td>TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u00ce\u201eC OF CONCRETE OR GROUT <br \/> TABLE 1808.8.2 MINIMUM CONCRETE COVER  <\/td>\n<\/tr>\n<tr>\n<td><b>232<b><\/td>\n<td>FIGURE 1809.3 STEPPED FOUNDATIONS <br \/> TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>233<b><\/td>\n<td>SECTION 1810 DEEP FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>236<b><\/td>\n<td>TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>237<b><\/td>\n<td>EQUATION 18-4  <\/td>\n<\/tr>\n<tr>\n<td><b>239<b><\/td>\n<td>EQUATION 18-5  <\/td>\n<\/tr>\n<tr>\n<td><b>240<b><\/td>\n<td>EQUATION 18-6 <br \/> EQUATION 18-7 <br \/> EQUATION 18-8 <br \/> EQUATION 18-9 <br \/> EQUATION 18-10 <br \/> EQUATION 18-11  <\/td>\n<\/tr>\n<tr>\n<td><b>246<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 18A \u2013 SOILS AND FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>248<b><\/td>\n<td>CHAPTER 18A SOILS AND FOUNDATIONS <br \/> SECTION 1801A GENERAL <br \/> SECTION 1802A DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>249<b><\/td>\n<td>SECTION 1803A GEOTECHNICAL INVESTIGATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>252<b><\/td>\n<td>SECTION 1804A EXCAVATION, GRADING AND FILL <br \/> SECTION 1805A DAMPPROOFING AND WATERPROOFING  <\/td>\n<\/tr>\n<tr>\n<td><b>254<b><\/td>\n<td>SECTION 1806A PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <br \/> SECTION 1807A FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES  <\/td>\n<\/tr>\n<tr>\n<td><b>255<b><\/td>\n<td>TABLE 1806A.2 PRESUMPTIVE LOAD-BEARING VALUES  <\/td>\n<\/tr>\n<tr>\n<td><b>256<b><\/td>\n<td>EQUATION 18A-1 <br \/> EQUATION 18A-2 <br \/> EQUATION 18A-3 <br \/> SECTION 1808A FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>258<b><\/td>\n<td>FIGURE 1808A.7.1 FOUNDATION CLEARANCES FROM SLOPES  <\/td>\n<\/tr>\n<tr>\n<td><b>259<b><\/td>\n<td>TABLE 1808A.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u00ce\u201eC OF CONCRETE OR GROUT <br \/> TABLE 1808A.8.2 MINIMUM CONCRETE COVER <br \/> SECTION 1809A SHALLOW FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>260<b><\/td>\n<td>SECTION 1810A DEEP FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>263<b><\/td>\n<td>TABLE 1810A.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>264<b><\/td>\n<td>EQUATION 18A-4  <\/td>\n<\/tr>\n<tr>\n<td><b>267<b><\/td>\n<td>EQUATION 18A-6 <br \/> EQUATION 18A-7 <br \/> EQUATION 18A-8 <br \/> EQUATION 18A-9 <br \/> EQUATION 18A-10 <br \/> EQUATION 18A-11  <\/td>\n<\/tr>\n<tr>\n<td><b>272<b><\/td>\n<td>SECTION 1811A PRESTRESSED ROCK AND SOIL FOUNDATION ANCHORS  <\/td>\n<\/tr>\n<tr>\n<td><b>274<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>275<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19 \u2013 CONCRETE\u2014continued  <\/td>\n<\/tr>\n<tr>\n<td><b>276<b><\/td>\n<td>CHAPTER 19 CONCRETE <br \/> SECTION 1901 GENERAL <br \/> SECTION 1902 DEFINITIONS <br \/> SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>277<b><\/td>\n<td>SECTION 1904 DURABILITY REQUIREMENTS <br \/> TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f\u00ce\u201ec) <br \/> SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING  <\/td>\n<\/tr>\n<tr>\n<td><b>278<b><\/td>\n<td>FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>279<b><\/td>\n<td>SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <br \/> SECTION 1907 DETAILS OF REINFORCEMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>280<b><\/td>\n<td>SECTION 1908 MODIFICATIONS TO ACI 318  <\/td>\n<\/tr>\n<tr>\n<td><b>282<b><\/td>\n<td>SECTION 1909 STRUCTURAL PLAIN CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>283<b><\/td>\n<td>SECTION 1910 MINIMUM SLAB PROVISIONS <br \/> SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN <br \/> EQUATION 19-1  <\/td>\n<\/tr>\n<tr>\n<td><b>284<b><\/td>\n<td>TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <br \/> SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>285<b><\/td>\n<td>SECTION 1913 SHOTCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>286<b><\/td>\n<td>SECTION 1914 REINFORCED GYPSUM CONCRETE <br \/> SECTION 1915 CONCRETE-FILLED PIPE COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>287<b><\/td>\n<td>SECTION 1916 ADDITIONAL REQUIREMENTS [DSA-SS\/CC]  <\/td>\n<\/tr>\n<tr>\n<td><b>292<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 19A \u2013 CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>294<b><\/td>\n<td>CHAPTER 19A CONCRETE <br \/> SECTION 1901A GENERAL <br \/> SECTION 1902A DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>295<b><\/td>\n<td>TABLE 1904A.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f\u00ce\u201ec) <br \/> FIGURE 1904A.3 WEATHERING PROBABILITY MAP FOR CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>296<b><\/td>\n<td>SECTION 1903A SPECIFICATIONS FOR TESTS AND MATERIALS <br \/> SECTION 1904A DURABILITY REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>297<b><\/td>\n<td>SECTION 1905A CONCRETE QUALITY, MIXING AND PLACING  <\/td>\n<\/tr>\n<tr>\n<td><b>298<b><\/td>\n<td>SECTION 1906A FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <br \/> SECTION 1907A DETAILS OF REINFORCEMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>299<b><\/td>\n<td>SECTION 1908A MODIFICATIONS TO ACI 318  <\/td>\n<\/tr>\n<tr>\n<td><b>303<b><\/td>\n<td>SECTION 1909A STRUCTURAL PLAIN CONCRETE NOT PERMITTED BY OSHPD AND DSA-SS <br \/> SECTION 1910A MINIMUM SLAB PROVISIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>304<b><\/td>\n<td>SECTION 1911A ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN <br \/> EQUATION 19A-1 <br \/> TABLE 1911A.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <br \/> SECTION 1912A ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>305<b><\/td>\n<td>SECTION 1913A SHOTCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>306<b><\/td>\n<td>SECTION 1914A REINFORCED GYPSUM CONCRETE <br \/> SECTION 1915A CONCRETE-FILLED PIPE COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>307<b><\/td>\n<td>SECTION 1916A CONCRETE, REINFORCEMENT AND ANCHOR TESTING  <\/td>\n<\/tr>\n<tr>\n<td><b>308<b><\/td>\n<td>SECTION 1917A EXISTING CONCRETE STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>310<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 20 \u2013 ALUMINUM  <\/td>\n<\/tr>\n<tr>\n<td><b>312<b><\/td>\n<td>CHAPTER 20 ALUMINUM <br \/> SECTION 2001 GENERAL <br \/> SECTION 2002 MATERIALS <br \/> SECTION 2003 INSPECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>314<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21 \u2013 MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>316<b><\/td>\n<td>CHAPTER 21 MASONRY <br \/> SECTION 2101 GENERAL <br \/> SECTION 2102 DEFINITIONS AND NOTATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>319<b><\/td>\n<td>SECTION 2103 MASONRY CONSTRUCTION MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>320<b><\/td>\n<td>TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>321<b><\/td>\n<td>SECTION 2104 CONSTRUCTION <br \/> SECTION 2105 QUALITY ASSURANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>322<b><\/td>\n<td>TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY <br \/> TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <br \/> SECTION 2106 SEISMIC DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>323<b><\/td>\n<td>SECTION 2107 ALLOWABLE STRESS DESIGN <br \/> SECTION 2108 STRENGTH DESIGN OF MASONRY <br \/> SECTION 2109 EMPIRICAL DESIGN OF MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>324<b><\/td>\n<td>TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <br \/> EQUATION 21-2 <br \/> TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>325<b><\/td>\n<td>SECTION 2110 GLASS UNIT MASONRY <br \/> SECTION 2111 MASONRY FIREPLACES  <\/td>\n<\/tr>\n<tr>\n<td><b>327<b><\/td>\n<td>FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION  <\/td>\n<\/tr>\n<tr>\n<td><b>328<b><\/td>\n<td>SECTION 2112 MASONRY HEATERS <br \/> SECTION 2113 MASONRY CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>331<b><\/td>\n<td>FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <br \/> TABLE 2113.16(1 )NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa <br \/> TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>332<b><\/td>\n<td>FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <br \/> SECTION 2114 ADDITIONAL REQUIREMENTS [DSA-SS\/CC]  <\/td>\n<\/tr>\n<tr>\n<td><b>335<b><\/td>\n<td>TABLE 2114.11.3 MINIMUM THICKNESS OF MASONRY WALLS [DSA-SS\/CC]  <\/td>\n<\/tr>\n<tr>\n<td><b>336<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 21A \u2013 MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>338<b><\/td>\n<td>CHAPTER 21A MASONRY <br \/> SECTION 2101A GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>339<b><\/td>\n<td>SECTION 2102A DEFINITIONS AND NOTATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>342<b><\/td>\n<td>SECTION 2103A MASONRY CONSTRUCTION MATERIALS <br \/> TABLE 2103A.10 CERAMIC TILE MORTAR COMPOSITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>343<b><\/td>\n<td>SECTION 2104A CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>346<b><\/td>\n<td>SECTION 2105A QUALITY ASSURANCE <br \/> TABLE 2105A.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>347<b><\/td>\n<td>TABLE 2105A.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <br \/> SECTION 2106A SEISMIC DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>348<b><\/td>\n<td>SECTION 2107A ALLOWABLE STRESS DESIGN <br \/> EQUATION 21A-1  <\/td>\n<\/tr>\n<tr>\n<td><b>349<b><\/td>\n<td>TABLE 2107A.8 MINIMUM THICKNESS OF MASONRY WALLS <br \/> SECTION 2108A STRENGTH DESIGN OF MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>350<b><\/td>\n<td>SECTION 2109A EMPIRICAL DESIGN OF MASONRY NOT PERMITTED BY OSHPD and DSA-SS <br \/> SECTION 2110A GLASS UNIT MASONRY <br \/> SECTION 2111A MASONRY FIREPLACES  <\/td>\n<\/tr>\n<tr>\n<td><b>352<b><\/td>\n<td>FIGURE 2111A.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <br \/> SECTION 2112A MASONRY HEATERS  <\/td>\n<\/tr>\n<tr>\n<td><b>353<b><\/td>\n<td>SECTION 2113A MASONRY CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>355<b><\/td>\n<td>TABLE 2113A.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES <br \/> TABLE 2113A.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES  <\/td>\n<\/tr>\n<tr>\n<td><b>356<b><\/td>\n<td>FIGURE 2113A.16 FLUE SIZES FOR MASONRY CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>357<b><\/td>\n<td>FIGURE 2113A.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <br \/> SECTION 2114A NONBEARING WALLS <br \/> SECTION 2115A MASONRY SCREEN WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>358<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22 \u2013 STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>360<b><\/td>\n<td>CHAPTER 22 STEEL <br \/> SECTION 2201 GENERAL <br \/> SECTION 2202 DEFINITIONS <br \/> SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES <br \/> SECTION 2204 CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>361<b><\/td>\n<td>SECTION 2205 STRUCTURAL STEEL <br \/> SECTION 2206 STEEL JOISTS  <\/td>\n<\/tr>\n<tr>\n<td><b>362<b><\/td>\n<td>SECTION 2207 STEEL CABLE STRUCTURES <br \/> SECTION 2208 STEEL STORAGE RACKS <br \/> SECTION 2209 COLD-FORMED STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>363<b><\/td>\n<td>SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <br \/> SECTION 2211 ADDITIONAL REQUIREMENTS [DSA-SS\/CC]  <\/td>\n<\/tr>\n<tr>\n<td><b>366<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 22A \u2013 STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>368<b><\/td>\n<td>CHAPTER 22A STEEL <br \/> SECTION 2201A GENERAL <br \/> SECTION 2202A DEFINITIONS <br \/> SECTION 2203A IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES <br \/> SECTION 2204A CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>369<b><\/td>\n<td>SECTION 2205A STRUCTURAL STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>371<b><\/td>\n<td>SECTION 2206A STEEL JOISTS  <\/td>\n<\/tr>\n<tr>\n<td><b>372<b><\/td>\n<td>SECTION 2207A STEEL CABLE STRUCTURES <br \/> SECTION 2208A STEEL STORAGE RACKS <br \/> SECTION 2209A COLD-FORMED STEEL <br \/> SECTION 2210A COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>373<b><\/td>\n<td>SECTION 2211A [DSA-SS] LIGHT MODULAR STEEL MOMENT FRAMES FOR PUBLIC ELEMENTARY AND SECONDARY SCHOOLS, AND COMMUNITY COLLEGES <br \/> EQUATION 22A-1  <\/td>\n<\/tr>\n<tr>\n<td><b>374<b><\/td>\n<td>SECTION 2212A TESTING  <\/td>\n<\/tr>\n<tr>\n<td><b>376<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 23 \u2013 WOOD  <\/td>\n<\/tr>\n<tr>\n<td><b>378<b><\/td>\n<td>CHAPTER 23 WOOD <br \/> SECTION 2301 GENERAL <br \/> SECTION 2302 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>380<b><\/td>\n<td>SECTION 2303 MINIMUM STANDARDS AND QUALITY  <\/td>\n<\/tr>\n<tr>\n<td><b>384<b><\/td>\n<td>SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>385<b><\/td>\n<td>TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING  <\/td>\n<\/tr>\n<tr>\n<td><b>386<b><\/td>\n<td>TABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <br \/> TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING  <\/td>\n<\/tr>\n<tr>\n<td><b>387<b><\/td>\n<td>TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <br \/> 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  <\/td>\n<\/tr>\n<tr>\n<td><b>388<b><\/td>\n<td>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) <br \/> 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)  <\/td>\n<\/tr>\n<tr>\n<td><b>391<b><\/td>\n<td>TABLE 2304.9.1 FASTENING SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>392<b><\/td>\n<td>TABLE 2304.9.1\u2014continued FASTENING SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>393<b><\/td>\n<td>TABLE 2304.9.1\u2014continued FASTENING SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>395<b><\/td>\n<td>SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>396<b><\/td>\n<td>EQUATION 23-1 <br \/> TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I) <br \/> EQUATION 23-2  <\/td>\n<\/tr>\n<tr>\n<td><b>397<b><\/td>\n<td>TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS  <\/td>\n<\/tr>\n<tr>\n<td><b>398<b><\/td>\n<td>SECTION 2306 ALLOWABLE STRESS DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>399<b><\/td>\n<td>TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING  <\/td>\n<\/tr>\n<tr>\n<td><b>400<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>401<b><\/td>\n<td>TABLE 2306.2.1(1)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh  <\/td>\n<\/tr>\n<tr>\n<td><b>402<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>403<b><\/td>\n<td>TABLE 2306.2.1(2)\u2014continued 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  <\/td>\n<\/tr>\n<tr>\n<td><b>404<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>405<b><\/td>\n<td>TABLE 2306.2.1(3)\u2014continued 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  <\/td>\n<\/tr>\n<tr>\n<td><b>406<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>407<b><\/td>\n<td>TABLE 2306.2.1(4)\u2014continued 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  <\/td>\n<\/tr>\n<tr>\n<td><b>408<b><\/td>\n<td>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  <\/td>\n<\/tr>\n<tr>\n<td><b>409<b><\/td>\n<td>TABLE 2306.3(2)  <\/td>\n<\/tr>\n<tr>\n<td><b>410<b><\/td>\n<td>TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING <br \/> 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  <\/td>\n<\/tr>\n<tr>\n<td><b>411<b><\/td>\n<td>TABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES  <\/td>\n<\/tr>\n<tr>\n<td><b>412<b><\/td>\n<td>SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN <br \/> SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>415<b><\/td>\n<td>TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360)  <\/td>\n<\/tr>\n<tr>\n<td><b>416<b><\/td>\n<td>TABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u0394 = 360)  <\/td>\n<\/tr>\n<tr>\n<td><b>417<b><\/td>\n<td>TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360)  <\/td>\n<\/tr>\n<tr>\n<td><b>418<b><\/td>\n<td>TABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u0394 = 360)  <\/td>\n<\/tr>\n<tr>\n<td><b>419<b><\/td>\n<td>TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS  <\/td>\n<\/tr>\n<tr>\n<td><b>421<b><\/td>\n<td>FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>422<b><\/td>\n<td>TABLE 2308.9.3(1) BRACED WALL PANELSa <br \/> TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING <br \/> 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)  <\/td>\n<\/tr>\n<tr>\n<td><b>423<b><\/td>\n<td>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) <br \/> TABLE 2308.9.3(5) HARDBOARD SIDING  <\/td>\n<\/tr>\n<tr>\n<td><b>425<b><\/td>\n<td>FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING  <\/td>\n<\/tr>\n<tr>\n<td><b>426<b><\/td>\n<td>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)  <\/td>\n<\/tr>\n<tr>\n<td><b>427<b><\/td>\n<td>TABLE 2308.9.5\u2014continued 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)  <\/td>\n<\/tr>\n<tr>\n<td><b>428<b><\/td>\n<td>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)  <\/td>\n<\/tr>\n<tr>\n<td><b>429<b><\/td>\n<td>TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)  <\/td>\n<\/tr>\n<tr>\n<td><b>430<b><\/td>\n<td>TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>431<b><\/td>\n<td>TABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u0394 = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>432<b><\/td>\n<td>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\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>433<b><\/td>\n<td>TABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u0394 = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>434<b><\/td>\n<td>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\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>435<b><\/td>\n<td>TABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>436<b><\/td>\n<td>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\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>437<b><\/td>\n<td>TABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>438<b><\/td>\n<td>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\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>439<b><\/td>\n<td>TABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>440<b><\/td>\n<td>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\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>441<b><\/td>\n<td>TABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>442<b><\/td>\n<td>TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>443<b><\/td>\n<td>TABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>444<b><\/td>\n<td>TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>445<b><\/td>\n<td>TABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>446<b><\/td>\n<td>TABLE 2308.10.4.1 RAFTER TIE CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>448<b><\/td>\n<td>TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING  <\/td>\n<\/tr>\n<tr>\n<td><b>449<b><\/td>\n<td>TABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING  <\/td>\n<\/tr>\n<tr>\n<td><b>451<b><\/td>\n<td>FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS <br \/> FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS  <\/td>\n<\/tr>\n<tr>\n<td><b>452<b><\/td>\n<td>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)  <\/td>\n<\/tr>\n<tr>\n<td><b>453<b><\/td>\n<td>FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE <br \/> FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK  <\/td>\n<\/tr>\n<tr>\n<td><b>454<b><\/td>\n<td>FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES <br \/> FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE <br \/> FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING  <\/td>\n<\/tr>\n<tr>\n<td><b>455<b><\/td>\n<td>FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <br \/> FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR <br \/> FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS  <\/td>\n<\/tr>\n<tr>\n<td><b>456<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 24 \u2013 GLASS AND GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>458<b><\/td>\n<td>CHAPTER 24 GLASS AND GLAZING <br \/> SECTION 2401 GENERAL <br \/> SECTION 2402 DEFINITIONS <br \/> SECTION 2403 GENERAL REQUIREMENTS FOR GLASS <br \/> SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS <br \/> EQUATION 24-1  <\/td>\n<\/tr>\n<tr>\n<td><b>459<b><\/td>\n<td>TABLE 2403.2.1 [DSA-SS, DSA-SS\/CC and OSHPD 1 &amp; 4] MINIMUM GLAZING REQUIREMENTS <br \/> EQUATION 24-2 <br \/> EQUATION 24-3 <br \/> EQUATION 24-4 <br \/> EQUATION 24-5  <\/td>\n<\/tr>\n<tr>\n<td><b>460<b><\/td>\n<td>EQUATION 24-6 <br \/> EQUATION 24-7 <br \/> EQUATION 24-8 <br \/> EQUATION 24-9 <br \/> EQUATION 24-10 <br \/> EQUATION 24-11 <br \/> EQUATION 24-12 <br \/> SECTION 2405 SLOPED GLAZING AND SKYLIGHTS  <\/td>\n<\/tr>\n<tr>\n<td><b>461<b><\/td>\n<td>EQUATION 24-13 <br \/> EQUATION 24-14 <br \/> EQUATION 24-15  <\/td>\n<\/tr>\n<tr>\n<td><b>462<b><\/td>\n<td>SECTION 2406 SAFETY GLAZING <br \/> TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 <br \/> TABLE 2406.2(2)MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1  <\/td>\n<\/tr>\n<tr>\n<td><b>464<b><\/td>\n<td>SECTION 2407 GLASS IN HANDRAILS AND GUARDS <br \/> SECTION 2408 GLAZING IN ATHLETIC FACILITIES <br \/> SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS  <\/td>\n<\/tr>\n<tr>\n<td><b>466<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 25 \u2013 GYPSUM BOARD AND PLASTER  <\/td>\n<\/tr>\n<tr>\n<td><b>468<b><\/td>\n<td>CHAPTER 25 GYPSUM BOARD AND PLASTER <br \/> SECTION 2501 GENERAL <br \/> SECTION 2502 DEFINITIONS <br \/> SECTION 2503 INSPECTION <br \/> SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES  <\/td>\n<\/tr>\n<tr>\n<td><b>469<b><\/td>\n<td>SECTION 2505 SHEAR WALL CONSTRUCTION <br \/> SECTION 2506 GYPSUM BOARD MATERIALS <br \/> TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES <br \/> SECTION 2507 LATHING AND PLASTERING  <\/td>\n<\/tr>\n<tr>\n<td><b>470<b><\/td>\n<td>TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <br \/> SECTION 2508 GYPSUM CONSTRUCTION <br \/> TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>471<b><\/td>\n<td>TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <br \/> SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <br \/> SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)  <\/td>\n<\/tr>\n<tr>\n<td><b>472<b><\/td>\n<td>SECTION 2511 INTERIOR PLASTER <br \/> TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <br \/> SECTION 2512 EXTERIOR PLASTER  <\/td>\n<\/tr>\n<tr>\n<td><b>473<b><\/td>\n<td>TABLE 2512.6 CEMENT PLASTERSa <br \/> SECTION 2513 EXPOSED AGGREGATE PLASTER  <\/td>\n<\/tr>\n<tr>\n<td><b>476<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 26 \u2013 PLASTIC  <\/td>\n<\/tr>\n<tr>\n<td><b>478<b><\/td>\n<td>CHAPTER 26 PLASTIC <br \/> SECTION 2601 GENERAL <br \/> SECTION 2602 DEFINITIONS <br \/> SECTION 2603 FOAM PLASTIC INSULATION  <\/td>\n<\/tr>\n<tr>\n<td><b>481<b><\/td>\n<td>FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <br \/> SECTION 2604 INTERIOR FINISH AND TRIM  <\/td>\n<\/tr>\n<tr>\n<td><b>482<b><\/td>\n<td>SECTION 2605 PLASTIC VENEER <br \/> SECTION 2606 LIGHT-TRANSMITTING PLASTICS  <\/td>\n<\/tr>\n<tr>\n<td><b>483<b><\/td>\n<td>SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS  <\/td>\n<\/tr>\n<tr>\n<td><b>484<b><\/td>\n<td>TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS <br \/> SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <br \/> SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS  <\/td>\n<\/tr>\n<tr>\n<td><b>485<b><\/td>\n<td>TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS <br \/> SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>486<b><\/td>\n<td>SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <br \/> SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER  <\/td>\n<\/tr>\n<tr>\n<td><b>487<b><\/td>\n<td>SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION  <\/td>\n<\/tr>\n<tr>\n<td><b>488<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 27 \u2013 ELECTRICAL  <\/td>\n<\/tr>\n<tr>\n<td><b>490<b><\/td>\n<td>CHAPTER 27 ELECTRICAL <br \/> SECTION 2701 GENERAL <br \/> [F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>492<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 28 \u2013 MECHANICAL SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>494<b><\/td>\n<td>CHAPTER 28 MECHANICAL SYSTEMS <br \/> SECTION 2801 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>496<b><\/td>\n<td>CHAPTER 29 PLUMBING SYSTEMS (NOT ADOPTED BY THE STATE OF CALIFORNIA) <br \/> SECTION 2901 GENERAL <br \/> [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3)  <\/td>\n<\/tr>\n<tr>\n<td><b>497<b><\/td>\n<td>[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa  <\/td>\n<\/tr>\n<tr>\n<td><b>498<b><\/td>\n<td>[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa  <\/td>\n<\/tr>\n<tr>\n<td><b>500<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 30 \u2013 ELEVATORS AND CONVEYING SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>502<b><\/td>\n<td>CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS <br \/> SECTION 3001 GENERAL <br \/> SECTION 3002 HOISTWAY ENCLOSURES  <\/td>\n<\/tr>\n<tr>\n<td><b>503<b><\/td>\n<td>[F] SECTION 3003 EMERGENCY OPERATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>504<b><\/td>\n<td>SECTION 3004 HOISTWAY VENTING <br \/> SECTION 3005 CONVEYING SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>505<b><\/td>\n<td>SECTION 3006 MACHINE ROOMS <br \/> SECTION 3007 NOT ADOPTED <br \/> SECTION 3008 NOT ADOPTED <br \/> SECTION 3009 SPECIAL REQUIREMENTS FOR ELEVATORS IN HOSPITALS  <\/td>\n<\/tr>\n<tr>\n<td><b>506<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31 \u2013 SPECIAL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>508<b><\/td>\n<td>CHAPTER 31 SPECIAL CONSTRUCTION <br \/> SECTION 3101 GENERAL <br \/> SECTION 3102 MEMBRANE STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>509<b><\/td>\n<td>SECTION 3103 TEMPORARY STRUCTURES <br \/> SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS  <\/td>\n<\/tr>\n<tr>\n<td><b>510<b><\/td>\n<td>SECTION 3105 AWNINGS AND CANOPIES  <\/td>\n<\/tr>\n<tr>\n<td><b>511<b><\/td>\n<td>SECTION 3106 MARQUEES <br \/> SECTION 3107 SIGNS <br \/> SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <br \/> SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES  <\/td>\n<\/tr>\n<tr>\n<td><b>515<b><\/td>\n<td>SECTION 3110 AUTOMATIC VEHICULAR GATES <br \/> SECTION 3111 PATIO COVERS  <\/td>\n<\/tr>\n<tr>\n<td><b>516<b><\/td>\n<td>CHAPTER 31A RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>518<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31B \u2013 PUBLIC SWIMMING POOLS  <\/td>\n<\/tr>\n<tr>\n<td><b>520<b><\/td>\n<td>CHAPTER 31B [DPH] PUBLIC SWIMMING POOLS <br \/> DIVISION I\u2014GENERAL <br \/> SECTION 3101B SCOPE <br \/> SECTION 3102B DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>521<b><\/td>\n<td>SECTION 3103B SPECIAL POOL CLASSIFICATIONS <br \/> SECTION 3104B ACCESSIBILITY TO THE PHYSICALLY HANDICAPPED PERSON <br \/> SECTION 3105B ALTERNATE EQUIPMENT, MATERIALS AND METHODS OF CONSTRUCTION <br \/> POOL STRUCTURE <br \/> SECTION 3106B POOL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>522<b><\/td>\n<td>SECTION 3107B ADDITIONAL REQUIREMENTS FOR A TEMPORARY TRAINING POOL <br \/> SECTION 3108B POOL GEOMETRY <br \/> SECTION 3109B PERMANENT MARKINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>523<b><\/td>\n<td>FIGURE 31B-1\u2014DEPTH AND CLEARANCE FOR POOLS WITH BOARDS ABOVE 30 INCHES (762 mm)  <\/td>\n<\/tr>\n<tr>\n<td><b>524<b><\/td>\n<td>FIGURE 31B-2\u2014DEPTH AND CLEARANCES FOR POOLS WITH DIVING BOARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>525<b><\/td>\n<td>FIGURE 31B-3\u2014DEPTH AND CLEARANCES FOR POOLS WITHOUT DIVING BOARDS <br \/> SECTION 3110B STEPS, RECESSED STEPS, LADDERS AND RECESSED STAIRS (TREADS)  <\/td>\n<\/tr>\n<tr>\n<td><b>526<b><\/td>\n<td>SECTION 3111B HANDHOLDS <br \/> SECTION 3112B DIVING BOARDS <br \/> SECTION 3113B POOL DECKS <br \/> SECTION 3114B POOL LIGHTING  <\/td>\n<\/tr>\n<tr>\n<td><b>527<b><\/td>\n<td>ANCILLARY AREAS AND FACILITIES <br \/> SECTION 3115B BATHHOUSE DRESSING, SHOWER AND TOILET FACILITIES <br \/> SECTION 3116B DRINKING FOUNTAINS <br \/> SECTION 3117B HOSE BIBBS <br \/> SECTION 3118B ENCLOSURE OF POOL AREA  <\/td>\n<\/tr>\n<tr>\n<td><b>528<b><\/td>\n<td>SECTION 3119B SIGNS  <\/td>\n<\/tr>\n<tr>\n<td><b>529<b><\/td>\n<td>FIGURE 31B-4\u2014PERPENDICULAR FENCING DIMENSIONS ON SLOPING GROUND <br \/> FIGURE 31B-5\u2014EFFECTIVE FENCING HEIGHT  <\/td>\n<\/tr>\n<tr>\n<td><b>530<b><\/td>\n<td>SECTION 3120B INDOOR POOL VENTILATION <br \/> SECTION 3121B FOUNDATIONS FOR POOL EQUIPMENT <br \/> SECTION 3122B GAS CHLORINATION EQUIPMENT ROOM <br \/> RECIRCULATION AND TREATMENT SYSTEM COMPONENTS <br \/> SECTION 3123B GENERAL REQUIRMENTS <br \/> SECTION 3124B TURNOVER TIME <br \/> SECTION 3125B RECIRCULATION PIPING SYSTEM AND COMPONENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>531<b><\/td>\n<td>SECTION 3126B RECIRCULATION PUMP CAPACITY <br \/> SECTION 3127B WATER SUPPLY INLETS <br \/> SECTION 3128B FILTERS (ALL TYPES) <br \/> SECTION 3129B RAPID SAND PRESSURE FILTERS  <\/td>\n<\/tr>\n<tr>\n<td><b>532<b><\/td>\n<td>SECTION 3130B DIATOMACEOUS EARTH FILTERS <br \/> SECTION 3131B HIGH-RATE SAND FILTERS <br \/> SECTION 3132B CHEMICAL FEEDERS <br \/> SECTION 3133B DISINFECTANT FEEDERS  <\/td>\n<\/tr>\n<tr>\n<td><b>533<b><\/td>\n<td>SECTION 3134B POOL FITTINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>534<b><\/td>\n<td>SECTION 3135B SPA POOL SPECIAL REQUIREMENTS <br \/> SECTION 3136B CLEANING SYSTEMS <br \/> SECTION 3137B WASTE WATER DISPOSAL <br \/> SECTION 3138B RESERVED <br \/> SECTION 3139B RESERVED <br \/> SECTION 3140B RESERVED <br \/> SECTION 3141B RESERVED <br \/> SECTION 3142B RESERVED <br \/> SECTION 3143B RESERVED <br \/> SECTION 3144B RESERVED <br \/> SECTION 3145B RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>535<b><\/td>\n<td>SECTION 3146B RESERVED <br \/> SECTION 3147B RESERVED <br \/> SECTION 3148B RESERVED <br \/> SECTION 3149B RESERVED <br \/> SECTION 3150B RESERVED <br \/> SECTION 3151B RESERVED <br \/> SECTION 3152B RESERVED <br \/> SECTION 3153B RESERVED <br \/> SECTION 3154B RESERVED <br \/> SECTION 3155B RESERVED <br \/> SECTION 3156B RESERVED <br \/> SECTION 3157B RESERVED <br \/> SECTION 3158B RESERVED <br \/> SECTION 3159B RESERVED <br \/> DIVISION II\u2014PUBLIC SWIMMING POOLS <br \/> SECTION 3160B <br \/> SECTION 3161B  <\/td>\n<\/tr>\n<tr>\n<td><b>536<b><\/td>\n<td>SECTION 3162B ANTI-ENTRAPMENT DEVICES AND SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>540<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31C \u2013 RADIATION  <\/td>\n<\/tr>\n<tr>\n<td><b>542<b><\/td>\n<td>CHAPTER 31C [DHS] RADIATION <br \/> SECTION 3101C SCOPE <br \/> SECTION 3102C RADIATION SHIELDING BARRIERS <br \/> SECTION 3103C MEDICAL RADIOGRAPHIC AND PHOTOFLUOROGRAPHIC INSTALLATIONS <br \/> SECTION 3104C MEDICAL THERAPEUTIC X-RAY INSTALLATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>544<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31D \u2013 FOOD ESTABLISHMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>546<b><\/td>\n<td>CHAPTER 31D [DPH] FOOD ESTABLISHMENTS <br \/> SECTION 3101D SCOPE <br \/> SECTION 3102D DEFINITIONS <br \/> SECTION 3103D BUILDING AND STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>548<b><\/td>\n<td>CHAPTER 31E RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>550<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 31F \u2013 MARINE OIL TERMINALS  <\/td>\n<\/tr>\n<tr>\n<td><b>552<b><\/td>\n<td>CHAPTER 31F [SLC] MARINE OIL TERMINALS <br \/> DIVISION I <br \/> SECTION 3101F [SLC] INTRODUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>553<b><\/td>\n<td>DIVISION 2 <br \/> SECTION 3102 FAUDIT AND INSPECTION <br \/> TABLE 31F-2-1 INITIAL AUDIT REPORT SUBMISSION DEADLINE FOR EXISTING BERTHING SYSTEMS <br \/> TABLE 31F-2-2 MAXIMUM INTERVAL BETWEEN UNDERWATER AUDIT INSPECTIONS (YEARS)  <\/td>\n<\/tr>\n<tr>\n<td><b>555<b><\/td>\n<td>TABLE 31F-2-3 UNDERWATER INSPECTION LEVELS OF EFFORT [2.2] <br \/> TABLE 31F-2-4 SCOPE OF UNDERWATER INSPECTIONS [2.2]  <\/td>\n<\/tr>\n<tr>\n<td><b>556<b><\/td>\n<td>TABLE 31F-2-5 CONDITION ASSESSMENT RATINGS (CAR) [2.2] <br \/> TABLE 31F-2-6 COMPONENT DEFICIENCY REMEDIAL ACTION PRIORITIES (RAP)  <\/td>\n<\/tr>\n<tr>\n<td><b>557<b><\/td>\n<td>TABLE 31F-2-7 STRUCTURAL FOLLOW-UP ACTIONS [2.2] <br \/> TABLE 31F-2-8 POST-EVENT RATINGS AND REMEDIAL ACTIONS [2.2]  <\/td>\n<\/tr>\n<tr>\n<td><b>563<b><\/td>\n<td>FIGURE 31F-2-1  <\/td>\n<\/tr>\n<tr>\n<td><b>564<b><\/td>\n<td>DIVISION 3 <br \/> SECTION 3103F STRUCTURAL LOADING CRITERIA <br \/> TABLE 31F-3-1 UNIT WEIGHTS <br \/> TABLE 31F-3-2 EQUIPMENT AND PIPING AREA LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>565<b><\/td>\n<td>FIGURE 31F-3-1  DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping)  <\/td>\n<\/tr>\n<tr>\n<td><b>566<b><\/td>\n<td>FIGURE 31F-3-2 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping) <br \/> EQUATION 3-1 <br \/> EQUATION 3-2 <br \/> EQUATION 3-3 <br \/> EQUATION 3-4 <br \/> EQUATION 3-5 <br \/> EQUATION 3-6 <br \/> EQUATION 3-7  <\/td>\n<\/tr>\n<tr>\n<td><b>567<b><\/td>\n<td>TABLE 31F-3-3 DESIGN ACCELERATION RESPONSE SPECTRA FOR THE PORTS OF LOS ANGELES AND LONG BEACH, 475 YEAR RETURN PERIOD (5% Critical Damping) <br \/> TABLE 31F-3-4 RESPONSE SPECTRA FOR PORT HUENEME, 475 YEAR RETURN PERIOD (5% Critical Damping) <br \/> TABLE 31F-3-5 VALUES OF Fa <br \/> TABLE 31F-3-6 VALUES OF FV  <\/td>\n<\/tr>\n<tr>\n<td><b>568<b><\/td>\n<td>FIGURE 31F-3-3 WIND SPEED CONVERSION FACTOR [3.12]  <\/td>\n<\/tr>\n<tr>\n<td><b>569<b><\/td>\n<td>FIGURE 31F-3-4 CURRENT VELOCITY CORRECTION FACTOR (p. 23, OCIMF , 1997 [3.13]) <br \/> EQUATION 3-8 <br \/> EQUATION 3-9 <br \/> EQUATION 3-10  <\/td>\n<\/tr>\n<tr>\n<td><b>570<b><\/td>\n<td>TABLE 31F-3-7 [3.1] VALUES OF BS AND B1  <\/td>\n<\/tr>\n<tr>\n<td><b>571<b><\/td>\n<td>EQUATION 3-11 <br \/> EQUATION 3-12 <br \/> EQUATION 3-13 <br \/> EQUATION 3-14  <\/td>\n<\/tr>\n<tr>\n<td><b>572<b><\/td>\n<td>TABLE 31F-3-8 TSUNAMI RUN-UP VALUES (ft) AND CURRENT SPEEDS (ft\/sec) IN THE SAN FRANCISCO BAY AREA [AFTER 3.24] <br \/> EQUATION 3-15  <\/td>\n<\/tr>\n<tr>\n<td><b>573<b><\/td>\n<td>EQUATION 3-16 <br \/> EQUATION 3-17 <br \/> EQUATION 3-18 <br \/> EQUATION 3-19 <br \/> EQUATION 3-20  <\/td>\n<\/tr>\n<tr>\n<td><b>574<b><\/td>\n<td>TABLE 31F-3-11 MAXIMUM BERTHING ANGLE <br \/> TABLE 31F-3-9 BERTHING VELOCITY Vn (NORMAL TO BERTH) <br \/> TABLE 31F-3-10 SITE CONDITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>575<b><\/td>\n<td>TABLE 31F-3-12 LRFD LOAD FACTORS FOR LOAD COMBINATIONS [3.26] <br \/> TABLE 31F-3-13 SERVICE OR ASD LOAD FACTORS FOR LOAD COMBINATIONS [3.26]  <\/td>\n<\/tr>\n<tr>\n<td><b>576<b><\/td>\n<td>TABLE 31F-3-14 SAFETY FACTORS FOR ROPES <br \/> EQUATION 3-21 <br \/> TABLE 31F-3-15 ALLOWABLE WORKING LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>579<b><\/td>\n<td>DIVISION 4 <br \/> SECTION 3104F SEISMIC ANALYSIS AND STRUCTURAL PERFORMANCE <br \/> TABLE 31F-4-1 MOT RISK CLASSIFICATION <br \/> FIGURE 31F-4-1 PIER AND WHARF CONFIGURATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>580<b><\/td>\n<td>TABLE 31F-4-2 SEISMIC PERFORMANCE CRITERIA <br \/> TABLE 31F-4-3 MINIMUM REQUIRED ANALYTICAL PROCEDURES <br \/> FIGURE 31F-4-2\u2014SIMPLIFIED SINGLE PILE MODEL OF A TIMBER PILE SUPPORTED STRUCTURE  <\/td>\n<\/tr>\n<tr>\n<td><b>581<b><\/td>\n<td>EQUATION 4-1 <br \/> EQUATION 4-2 <br \/> EQUATION 4-3 <br \/> FIGURE 31F-4-3 RELATION BETWEEN DUCTILITY, \u00b5\u0394, AND EFFECTIVE DAMPING, \u00ce\u00beeff [4.1]  <\/td>\n<\/tr>\n<tr>\n<td><b>582<b><\/td>\n<td>EQUATION 4-4 <br \/> FIGURE 31F-4-4 DESIGN DISPLACEMENT RESPONSE SPECTRA <br \/> EQUATION 4-5 <br \/> EQUATION 4-6 <br \/> FIGURE 31F-4-5 EFFECTIVE STIFFNESS, ke [4.1] <br \/> FIGURE 31F-4-6 STIFFNESS FOR LINEAR MODAL ANALYSIS  <\/td>\n<\/tr>\n<tr>\n<td><b>583<b><\/td>\n<td>EQUATION 4-7 <br \/> EQUATION 4-8 <br \/> FIGURE 31F-4-7 PLAN VEW OF WHARF SEGMENT UNDER X AND V SEISMIC EXCITATIONS [4.3] <br \/> EQUATION 4-9 <br \/> EQUATION 4-10 <br \/> EQUATION 4-11 <br \/> EQUATION 4-12 <br \/> EQUATION 4-13  <\/td>\n<\/tr>\n<tr>\n<td><b>584<b><\/td>\n<td>FIGURE 31F-4-8 P-\u00ce\u201d EFFECT <br \/> EQUATION 4-14  <\/td>\n<\/tr>\n<tr>\n<td><b>586<b><\/td>\n<td>DIVISION 5 <br \/> SECTION 3105F MOORING AND BERTHING ANALYSIS AND DESIGN <br \/> FIGURE 31F-5-1 TYPICAL PIER AND WHARF CONFIGURATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>587<b><\/td>\n<td>TABLE 31F-5-1 MOORING\/BERTHING RISK CLASSIFICATION <br \/> FIGURE 31F-5-2 HORIZONTAL LINE ANGLES [5.4] <br \/> FIGURE 31F-5-3 VERTICAL LINE ANGLES [5.4] <br \/> EQUATION 5-1  <\/td>\n<\/tr>\n<tr>\n<td><b>588<b><\/td>\n<td>FIGURE 31F-5-4 PASSING VESSEL  <\/td>\n<\/tr>\n<tr>\n<td><b>589<b><\/td>\n<td>FIGURE 31F-5-5 BERTHING ENERGY CAPACITY <br \/> EQUATION 5-2 <br \/> TABLE 31F-5-2 CONTACT LENGTH <br \/> TABLE 31F-5-3 COEFFICIENT OF FRICTION <br \/> EQUATION 5-3  <\/td>\n<\/tr>\n<tr>\n<td><b>591<b><\/td>\n<td>DIVISION 6 <br \/> SECTION 3106F GEOTECHNICAL HAZARDS AND FOUNDATIONS <br \/> TABLE 31F-6-1 SITE CLASSES <br \/> EQUATION 6-1  <\/td>\n<\/tr>\n<tr>\n<td><b>592<b><\/td>\n<td>EQUATION 6-2  <\/td>\n<\/tr>\n<tr>\n<td><b>595<b><\/td>\n<td>DIVISION 7 <br \/> SECTION 3107F STRUCTURAL ANALYSIS AND DESIGN OF COMPONENTS <br \/> EQUATION 7-1A <br \/> EQUATION 7-1B <br \/> EQUATION 7-1C <br \/> EQUATION 7-2A <br \/> EQUATION 7-2B <br \/> EQUATION 7-2C <br \/> EQUATION 7-3A <br \/> EQUATION 7-3B <br \/> EQUATION 7-3C  <\/td>\n<\/tr>\n<tr>\n<td><b>596<b><\/td>\n<td>TABLE 31F-7-1 COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)1 <br \/> TABLE 31F-7-2 TENSILE AND YIELD PROPERTIES OF REINFORCING BARS FOR VARIOUS ASTM SPECIFICATIONS AND PERIODS (after Table 6-2 of [7.3])  <\/td>\n<\/tr>\n<tr>\n<td><b>597<b><\/td>\n<td>TABLE 31F-7-3 EFFECTIVE ELASTIC STIFFNESS <br \/> FIGURE 31F-7-1 STRESS-STRAIN CURVES FOR CONFINED AND UNCONFINED CONCRETE [7.1] <br \/> FIGURE 31F-7-2 STRESS-STRAIN CURVE FOR MILD REINFORCING STEEL OR STRUCTURAL STEEL [7.1] <br \/> FIGURE 31F-7-3 STRESS-STRAIN CURVE FOR PRESTRESSED STEEL [7.4]  <\/td>\n<\/tr>\n<tr>\n<td><b>598<b><\/td>\n<td>EQUATION 7-4 <br \/> EQUATION 7-5 <br \/> EQUATION 7-6 <br \/> FIGURE 31F-7-4 INFLUENCE OF PILE\/SOIL STIFFNESS RATIO ON PLASTIC HINGE LENGTH (after Fig. 5.30 of [7.1]) <br \/> EQUATION 7-7 <br \/> TABLE 31F-7-4 SUBGRADE MODULUS K <br \/> EQUATION 7-8 <br \/> EQUATION 7-9  <\/td>\n<\/tr>\n<tr>\n<td><b>599<b><\/td>\n<td>FIGURE 31F-7-5 MOMENT CURVATURE ANALYSIS <br \/> EQUATION 7-10 <br \/> FIGURE 31F-7-6 CONCRETE SHEAR MECHANISM (from Fig. 3-30 of [7.2]) <br \/> EQUATION 7-11 <br \/> EQUATION 7-12  <\/td>\n<\/tr>\n<tr>\n<td><b>600<b><\/td>\n<td>TABLE 31F-7-5 LIMITS OF STRAIN <br \/> EQUATION 7-13 <br \/> EQUATION 7-14 <br \/> EQUATION 7-15 <br \/> EQUATION 7-16 <br \/> EQUATION 7-17 <br \/> EQUATION 7-18 <br \/> FIGURE 31F-7-7 TRANSVERSE SHEAR MECHANISM <br \/> EQUATION 7-19  <\/td>\n<\/tr>\n<tr>\n<td><b>601<b><\/td>\n<td>EQUATION 7-20 <br \/> FIGURE 31F-7-8 AXIAL FORCE SHEAR MECHANISM <br \/> TABLE 31F-7-6 STRUCTURAL STEEL STRAIN LIMITS, \u00ce\u00b5u <br \/> EQUATION 7-21 <br \/> EQUATION 7-22  <\/td>\n<\/tr>\n<tr>\n<td><b>602<b><\/td>\n<td>FIGURE 31F-7-9 DEVELOPMENT LENGTH <br \/> EQUATION 7-23 <br \/> EQUATION 7-24 <br \/> FIGURE 31F-7-10 DEGRADATION OF EFFECTIVE PRINCIPAL TENSION STRENGTH WITH JOINT SHEAR STRAIN (rotation) [7.1, pg. 564] <br \/> EQUATION 7-25 <br \/> EQUATION 7-26 <br \/> FIGURE 31F-7-11 REDUCED PILE MOMENT CAPACITY <br \/> EQUATION 7-27 <br \/> EQUATION 7-28 <br \/> FIGURE 31F-7-12 JOINT ROTATION  <\/td>\n<\/tr>\n<tr>\n<td><b>603<b><\/td>\n<td>EQUATION 7-29 <br \/> EQUATION 7-30 <br \/> EQUATION 7-31 <br \/> FIGURE 31F-7-13 EQUIVALENT PILE CURVATURE <br \/> EQUATION 7-32 <br \/> EQUATION 7-33 <br \/> FIGURE 31F-7-14 PUSHOVER CURVE FOR ORDINARY BATTER PILES  <\/td>\n<\/tr>\n<tr>\n<td><b>605<b><\/td>\n<td>TABLE 31F-7-7 [after (7.9)] MODULUS OF ELASTICITY (E) FOR TYPICAL TIMBER PILES <br \/> EQUATION 7-34 <br \/> FIGURE 31F-7-15 ASSUMED IN-GROUND FIXITY <br \/> EQUATION 7-35 <br \/> EQUATION 7-36 <br \/> EQUATION 7-37<br \/>\n <br \/> EQUATION 7-38 <br \/> TABLE 31F-7- 8 DISTANCE BELOW GROUND TO POINT OF FIXITY <br \/> TABLE 31F-7- 9 LIMITING STRAIN VALUES FOR TIMBER  <\/td>\n<\/tr>\n<tr>\n<td><b>606<b><\/td>\n<td>EQUATION 7-39 <br \/> EQUATION 7-40 <br \/> EQUATION 7-41  <\/td>\n<\/tr>\n<tr>\n<td><b>609<b><\/td>\n<td>DIVISION 8 <br \/> SECTION 3108F FIRE PREVENTION, DETECTION AND SUPPRESSION <br \/> EQUATION 8-1  <\/td>\n<\/tr>\n<tr>\n<td><b>610<b><\/td>\n<td>TABLE 31F-8-1 CARGO LIQUID HAZARD CLASS <br \/> TABLE 31F-8-2 FIRE HAZARD CLASSIFICATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>611<b><\/td>\n<td>TABLE 31F-8-3 MINIMUM FIRE SUPPRESSION PROVISIONS (N\/E)  <\/td>\n<\/tr>\n<tr>\n<td><b>613<b><\/td>\n<td>DIVISION 9 <br \/> SECTION 3109F PIPING AND PIPELINES <br \/> TABLE 3109F-9-1 COEFFICIENTS OF STATIC FRICTION  <\/td>\n<\/tr>\n<tr>\n<td><b>616<b><\/td>\n<td>DIVISION 10 <br \/> SECTION 3110F MECHANICAL AND ELECTRICAL EQUIPMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>619<b><\/td>\n<td>DIVISION 11 <br \/> SECTION 3111F ELECTRICAL SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>622<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 32 \u2013 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY  <\/td>\n<\/tr>\n<tr>\n<td><b>624<b><\/td>\n<td>CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <br \/> SECTION 3201 GENERAL <br \/> SECTION 3202 ENCROACHMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>626<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 33 \u2013 SAFEGUARDS DURING CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>628<b><\/td>\n<td>CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION <br \/> SECTION 3301 GENERAL <br \/> SECTION 3302 CONSTRUCTION SAFEGUARDS <br \/> SECTION 3303 DEMOLITION <br \/> SECTION 3304 SITE WORK  <\/td>\n<\/tr>\n<tr>\n<td><b>629<b><\/td>\n<td>SECTION 3305 TOILET FACILITIES DURING CONSTRUCTION <br \/> SECTION 3306 PROTECTION OF PEDESTRIANS <br \/> TABLE 3306.1 PROTECTION OF PEDESTRIANS  <\/td>\n<\/tr>\n<tr>\n<td><b>630<b><\/td>\n<td>SECTION 3307 PROTECTION OF ADJOINING PROPERTY  <\/td>\n<\/tr>\n<tr>\n<td><b>631<b><\/td>\n<td>SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <br \/> SECTION 3309 FIRE EXTINGUISHERS <br \/> SECTION 3310 MEANS OF EGRESS <br \/> SECTION 3311 STANDPIPES  <\/td>\n<\/tr>\n<tr>\n<td><b>632<b><\/td>\n<td>SECTION 3312 AUTOMATIC SPRINKLER SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>634<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>635<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34 \u2013 EXISTING STRUCTURES\u2014continued  <\/td>\n<\/tr>\n<tr>\n<td><b>636<b><\/td>\n<td>CHAPTER 34 EXISTING STRUCTURES <br \/> SECTION 3401 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>637<b><\/td>\n<td>SECTION 3402 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>638<b><\/td>\n<td>SECTION 3403 ADDITIONS <br \/> SECTION 3404 ALTERATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>639<b><\/td>\n<td>SECTION 3405 REPAIRS  <\/td>\n<\/tr>\n<tr>\n<td><b>640<b><\/td>\n<td>SECTION 3406 FIRE ESCAPES  <\/td>\n<\/tr>\n<tr>\n<td><b>641<b><\/td>\n<td>SECTION 3407 GLASS REPLACEMENT <br \/> SECTION 3408 CHANGE OF OCCUPANCY <br \/> SECTION 3409 HISTORIC BUILDINGS <br \/> SECTION 3410 MOVED STRUCTURES <br \/> SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>643<b><\/td>\n<td>TABLE 3411.8.5 RAMPS  <\/td>\n<\/tr>\n<tr>\n<td><b>644<b><\/td>\n<td>SECTION 3412 COMPLIANCE ALTERNATIVES  <\/td>\n<\/tr>\n<tr>\n<td><b>645<b><\/td>\n<td>EQUATION 34-1 <br \/> EQUATION 34-2  <\/td>\n<\/tr>\n<tr>\n<td><b>646<b><\/td>\n<td>EQUATION 34-3 <br \/> TABLE 3412.6.3 COMPARTMENTATION VALUES <br \/> TABLE 3412.6.4 SEPARATION VALUES  <\/td>\n<\/tr>\n<tr>\n<td><b>647<b><\/td>\n<td>TABLE 3412.6.5 CORRIDOR WALL VALUES <br \/> EQUATION 34-4 <br \/> TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE <br \/> TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR <br \/> TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES  <\/td>\n<\/tr>\n<tr>\n<td><b>648<b><\/td>\n<td>TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <br \/> TABLE 3412.6.10 SMOKE CONTROL VALUES  <\/td>\n<\/tr>\n<tr>\n<td><b>649<b><\/td>\n<td>TABLE 3412.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED <br \/> TABLE 3412.6.11(2) MEANS OF EGRESS  VALUES <br \/> TABLE 3412.6.12 DEAD-END VALUES  <\/td>\n<\/tr>\n<tr>\n<td><b>650<b><\/td>\n<td>TABLE 3412.6.14 ELEVATOR CONTROL VALUES <br \/> TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <br \/> TABLE 3412.6.16 MIXED OCCUPANCY VALUESa  <\/td>\n<\/tr>\n<tr>\n<td><b>651<b><\/td>\n<td>TABLE 3412.6.17 SPRINKLER SYSTEM VALUES <br \/> 3412.6.18 STANDPIPE SYSTEM VALUES <br \/> TABLE 3412.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa  <\/td>\n<\/tr>\n<tr>\n<td><b>652<b><\/td>\n<td>TABLE 3412.7 SUMMARY SHEET \u2014 BUILDING CODE  <\/td>\n<\/tr>\n<tr>\n<td><b>653<b><\/td>\n<td>TABLE 3412.8 MANDATORY SAFETY SCORESa <br \/> TABLE 3412.9 EVALUATION FORMULASa <br \/> SECTION 3413 EXISTING GROUP R-1 AND GROUP R-2 OCCUPANCIES [SFM]  <\/td>\n<\/tr>\n<tr>\n<td><b>656<b><\/td>\n<td>SECTION 3414 EXISTING HIGH-RISE BUILDINGS [SFM]  <\/td>\n<\/tr>\n<tr>\n<td><b>658<b><\/td>\n<td>SECTION 3415 EXISTING GROUP I OCCUPANCIES [SFM]  <\/td>\n<\/tr>\n<tr>\n<td><b>659<b><\/td>\n<td>SECTION 3416 EXISTING GROUP L OCCUPANCIES [SFM] <br \/> SECTION 3417 EARTHQUAKE EVALUATION AND DESIGN FOR RETROFIT OF EXISTING BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>660<b><\/td>\n<td>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)  <\/td>\n<\/tr>\n<tr>\n<td><b>661<b><\/td>\n<td>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.)  <\/td>\n<\/tr>\n<tr>\n<td><b>662<b><\/td>\n<td>TABLE 3417.5 SEISMIC PERFORMANCE REQUIREMENTS BY BUILDING REGULATORY AUTHORITY AND OCCUPANCY CATEGORY. ALL BUILDINGS NOT REGULATED BY DSA ARE ASSIGNED AS \u201cSTATE-OWNED.\u201d\u009d <br \/> SECTION 3418 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>663<b><\/td>\n<td>SECTION 3419 SEISMIC CRITERIA SELECTION FOR EXISTING BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>666<b><\/td>\n<td>SECTION 3420 METHOD A <br \/> SECTION 3421 METHOD B  <\/td>\n<\/tr>\n<tr>\n<td><b>667<b><\/td>\n<td>SECTION 3422 PEER REVIEW REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>668<b><\/td>\n<td>SECTION 3423 ADDITIONAL REQUIREMENTS FOR PUBLIC SCHOOLS AND COMMUNITY COLLEGES  <\/td>\n<\/tr>\n<tr>\n<td><b>670<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 34A \u2013 EXISTING STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>672<b><\/td>\n<td>CHAPTER 34A EXISTING STRUCTURES <br \/> SECTION 3401A GENERAL <br \/> SECTION 3402A DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>673<b><\/td>\n<td>SECTION 3403A ADDITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>674<b><\/td>\n<td>SECTION 3404A ALTERATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>675<b><\/td>\n<td>SECTION 3405A REPAIRS  <\/td>\n<\/tr>\n<tr>\n<td><b>676<b><\/td>\n<td>SECTION 3406A FIRE ESCAPES <br \/> SECTION 3407A GLASS REPLACEMENT <br \/> SECTION 3408A CHANGE OF OCCUPANCY  <\/td>\n<\/tr>\n<tr>\n<td><b>677<b><\/td>\n<td>SECTION 3409A HISTORIC BUILDINGS <br \/> SECTION 3410A MOVED STRUCTURES <br \/> SECTION 3411A ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING BUILDINGS OR STRUCTURES DESIGNED IN ACCORDANCE WITH PRE-1973 BUILDING CODE <br \/> SECTION 3412A COMPLIANCE ALTERNATIVES FOR ADDITIONS, ALTERATIONS, REPAIRS AND SEISMIC RETROFIT TO EXISTING STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>679<b><\/td>\n<td>SECTION 3413A MODIFICATIONS TO ASCE 41  <\/td>\n<\/tr>\n<tr>\n<td><b>681<b><\/td>\n<td>SECTION 3414A PEER REVIEW REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>682<b><\/td>\n<td>SECTION 3415A EARTHQUAKE MONITORING INSTRUMENTS FOR EXISTING BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>684<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>685<b><\/td>\n<td>CALIFORNIA BUILDING CODE-MATRIX ADOPTION TABLE CHAPTER 35 \u2013 REFERENCED STANDARDS\u2014continued  <\/td>\n<\/tr>\n<tr>\n<td><b>686<b><\/td>\n<td>CHAPTER 35 REFERENCED STANDARDS <br \/> AA <br \/> AAMA <br \/> ACI  <\/td>\n<\/tr>\n<tr>\n<td><b>687<b><\/td>\n<td>AF&amp;PA <br \/> AISC <br \/> AISI <br \/> AITC  <\/td>\n<\/tr>\n<tr>\n<td><b>688<b><\/td>\n<td>ALI <br \/> ANSI <br \/> APA  <\/td>\n<\/tr>\n<tr>\n<td><b>689<b><\/td>\n<td>APSP <br \/> ASABE <br \/> ASCE\/SEI  <\/td>\n<\/tr>\n<tr>\n<td><b>690<b><\/td>\n<td>ASME <br \/> ASTM  <\/td>\n<\/tr>\n<tr>\n<td><b>696<b><\/td>\n<td>AWCI <br \/> AWPA <br \/> AWS <br \/> BHMA  <\/td>\n<\/tr>\n<tr>\n<td><b>697<b><\/td>\n<td>CGSB <br \/> CPA <br \/> CPSC <br \/> CSA <br \/> CSSB  <\/td>\n<\/tr>\n<tr>\n<td><b>698<b><\/td>\n<td>DASMA <br \/> DOC <br \/> DOJ <br \/> DOL <br \/> DOTn  <\/td>\n<\/tr>\n<tr>\n<td><b>699<b><\/td>\n<td>EN <br \/> FEMA <br \/> FM <br \/> GA <br \/> HPVA  <\/td>\n<\/tr>\n<tr>\n<td><b>700<b><\/td>\n<td>HUD <br \/> ICC <br \/> ISO <br \/> NAAMM <br \/> NCMA  <\/td>\n<\/tr>\n<tr>\n<td><b>701<b><\/td>\n<td>NFPA  <\/td>\n<\/tr>\n<tr>\n<td><b>708<b><\/td>\n<td>PCI <br \/> PTI <br \/> SFM <br \/> RMI <br \/> SDI  <\/td>\n<\/tr>\n<tr>\n<td><b>709<b><\/td>\n<td>SJI <br \/> SPRI <br \/> TIA <br \/> TMS <br \/> TPI  <\/td>\n<\/tr>\n<tr>\n<td><b>710<b><\/td>\n<td>UBC <br \/> UL  <\/td>\n<\/tr>\n<tr>\n<td><b>712<b><\/td>\n<td>ULC <br \/> USC <br \/> WDMA <br \/> WRI  <\/td>\n<\/tr>\n<tr>\n<td><b>714<b><\/td>\n<td>CHAPTER 61 SPECIAL HAZARD AREAS <br \/> SECTION 6101 IMPACT HAZARD GLAZING IN EXISTING BUILDINGS <br \/> SECTION 6102 RUBBISH ROOMS <br \/> SECTION 6103 SHAFTS, PITS AND SIMILAR EXCAVATION \u2013 MISDEMEANOR <br \/> SECTION 6104 FIRE DISTRICTS <br \/> SECTION 6105 SEPARATION FROM OIL WELLS  <\/td>\n<\/tr>\n<tr>\n<td><b>715<b><\/td>\n<td>SECTION 6109 SWIMMING POOLS AND OTHER BODIES OF WATER \u2013 PROTECTIVE DEVICES REQUIRED  <\/td>\n<\/tr>\n<tr>\n<td><b>716<b><\/td>\n<td>CHAPTER 62 SIGNS <br \/> SECTION 6201 GENERAL PROVISIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>717<b><\/td>\n<td>SECTION 6202 DEFINITIONS <br \/> SECTION 6203 LOCATION <br \/> SECTION 6204 IDENTIFICATION  <\/td>\n<\/tr>\n<tr>\n<td><b>718<b><\/td>\n<td>SECTION 6205 DESIGN AND CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>719<b><\/td>\n<td>SECTION 6206 ELECTRICAL <br \/> SECTION 6207 COMBUSTIBLE MATERIALS <br \/> SECTION 6208 ANIMATED DEVICES <br \/> SECTION 6209 GROUND SIGNS <br \/> SECTION 6210 ROOF SIGNS  <\/td>\n<\/tr>\n<tr>\n<td><b>720<b><\/td>\n<td>SECTION 6211 WALL SIGNS <br \/> SECTION 6212 PROJECTING SIGNS <br \/> SECTION 6213 MARQUEE SIGNS  <\/td>\n<\/tr>\n<tr>\n<td><b>721<b><\/td>\n<td>SECTION 6214 PORTABLE SIGNS (RESERVED) <br \/> SECTION 6215 REFERENCED STANDARDS <br \/> SECTION 6216 EXISTING SIGNS <br \/> TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS <br \/> TABLE 4-B THICKNESS OF PROJECTION SIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>722<b><\/td>\n<td>CHAPTER 63 ADDITIONAL PROVISIONS FOR SPECIFIC USES <br \/> SECTION 6301 GENERAL <br \/> SECTION 6302 FOOD ESTABLISHMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>723<b><\/td>\n<td>SECTION 6303 SERVICE STATIONS <br \/> SECTION 6304 RESIDENTIAL USES <br \/> SECTION 6305 PARKING GARAGES SERVING RESIDENTIAL USES  <\/td>\n<\/tr>\n<tr>\n<td><b>724<b><\/td>\n<td>SECTION 6306 ANTIGRAFFITI FINISH TO EXTERIOR WALLS <br \/> SECTION 6307 SHOWER AND LOCKER FACILITIES  <\/td>\n<\/tr>\n<tr>\n<td><b>726<b><\/td>\n<td>CHAPTER 67 SECURITY PROVISIONS <br \/> SECTION 6701 PURPOSE <br \/> SECTION 6702 GENERAL <br \/> SECTION 6703 LIMITATIONS <br \/> SECTION 6704 ALTERNATE SECURITY PROVISIONS <br \/> SECTION 6705 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>727<b><\/td>\n<td>SECTION 6706 ENTRY VISION <br \/> SECTION 6707 APPURTENANT ACCESS <br \/> SECTION 6708 DOORS \u2013 GENERAL <br \/> SECTION 6709 SWINGING DOORS  <\/td>\n<\/tr>\n<tr>\n<td><b>728<b><\/td>\n<td>SECTION 6710 SLIDING GLASS DOORS <br \/> SECTION 6711 OVERHEAD AND SLIDING DOORS <br \/> SECTION 6712 METAL ACCORDION-GRATE OR GRILLE-TYPE DOORS <br \/> SECTION 6713 GLAZED OPENING \u2013 GENERAL <br \/> SECTION 6714 GLAZING <br \/> SECTION 6715 WINDOWS  <\/td>\n<\/tr>\n<tr>\n<td><b>729<b><\/td>\n<td>SECTION 6716 OPENINGS OTHER THAN DOORS OR GLAZED OPENINGS <br \/> SECTION 6717 TESTS \u2013 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>730<b><\/td>\n<td>CHAPTER 70 GRADING, EXCAVATIONS AND FILLS <br \/> SECTION 7001 PURPOSE <br \/> SECTION 7002 SCOPE <br \/> SECTION 7003 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>731<b><\/td>\n<td>SECTION 7004 GRADING DESIGNATION <br \/> SECTION 7005 GENERAL REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>732<b><\/td>\n<td>SECTION 7006 CONDITIONS PRECEDENT TO ISSUING A GRADING PERMIT  <\/td>\n<\/tr>\n<tr>\n<td><b>736<b><\/td>\n<td>SECTION 7007 SAFETY PRECAUTIONS DURING GRADING <br \/> SECTION 7008 PROFESSIONAL INSPECTION AND CERTIFICATION FOR ENGINEERED GRADING  <\/td>\n<\/tr>\n<tr>\n<td><b>737<b><\/td>\n<td>SECTION 7009 PROFESSIONAL INSPECTION FOR REGULAR GRADING <br \/> SECTION 7010 EXCAVATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>738<b><\/td>\n<td>SECTION 7011 FILLS  <\/td>\n<\/tr>\n<tr>\n<td><b>739<b><\/td>\n<td>SECTION 7012 PLANTING AND IRRIGATION OF CUT AND FILL SLOPES IN HILLSIDE AREAS  <\/td>\n<\/tr>\n<tr>\n<td><b>740<b><\/td>\n<td>SECTION 7013 EROSION CONTROL AND DRAINAGE DEVICES  <\/td>\n<\/tr>\n<tr>\n<td><b>741<b><\/td>\n<td>SECTION 7014 CONSTRUCTION REQUIREMENTS AND LIMITATIONS <br \/> SECTION 7015 BUTTRESS FILLS  <\/td>\n<\/tr>\n<tr>\n<td><b>742<b><\/td>\n<td>SECTION 7016 AREAS SUBJECTED TO SLIDES AND UNSTABLE SOIL <br \/> FIGURE BASIC GRID MAPNo. A-13372  <\/td>\n<\/tr>\n<tr>\n<td><b>743<b><\/td>\n<td>FIGURE A INTERCEPTOR TERRACE <br \/> FIGURE B DIVERTER TERRACE <br \/> FIGURE C BERM DETAIL  <\/td>\n<\/tr>\n<tr>\n<td><b>744<b><\/td>\n<td>FIGURE D 20-FOOT HORIZONTAL BENCH <br \/> FIGURE E <br \/> FIGURE F DRAINAGE DISPERSAL WALL  <\/td>\n<\/tr>\n<tr>\n<td><b>745<b><\/td>\n<td>FIGURE PLAN VIEW INLET STRUCTURE <br \/> FIGURE G PLAN VIEW OUTLET STRUCTURE  <\/td>\n<\/tr>\n<tr>\n<td><b>746<b><\/td>\n<td>FIGURE PLAN VIEW OUTLET SRUCTURE  <\/td>\n<\/tr>\n<tr>\n<td><b>747<b><\/td>\n<td>FIGURE INLET STRUCTURE<br \/>\nSECTION Y-Y  <\/td>\n<\/tr>\n<tr>\n<td><b>748<b><\/td>\n<td>CHAPTER 71 METHANE SEEPAGE REGULATIONS <br \/> SECTION 7101 PURPOSE <br \/> SECTION 7102 DEFINITIONS <br \/> SECTION 7103 GENERAL METHANE MITIGATION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>749<b><\/td>\n<td>SECTION 7104 GENERAL METHANE REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>751<b><\/td>\n<td>SECTION 7105 EXISTING BUILDINGS <br \/> SECTION 7106 TESTING, MAINTENANCE AND SERVICE OF GAS-DETECTION AND MECHANICAL VENTILATION SYSTEMS <br \/> SECTION 7107 EMERGENCY PROCEDURES <br \/> SECTION 7108 APPLICATION OF METHANE SEEPAGE REGULATIONS TO LOCATIONS OR AREAS OUTSIDE THE METHANE ZONE AND METHANE BUFFER ZONE BOUNDARIES <br \/> SECTION 7109 ADDITIONAL REMEDIAL MEASURES  <\/td>\n<\/tr>\n<tr>\n<td><b>752<b><\/td>\n<td>TABLE 71 MINIMUM METHANE MITIGATION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>754<b><\/td>\n<td>CHAPTER 72 FIRE DISTRICT REGULATIONS <br \/> SECTION 7200 PURPOSE <br \/> SECTION 7201 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>756<b><\/td>\n<td>SECTION 7202 ADDITIONS TO BUILDINGS <br \/> SECTION 7203 GENERAL REQUIREMENTS <br \/> SECTION 7204 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 1  <\/td>\n<\/tr>\n<tr>\n<td><b>757<b><\/td>\n<td>SECTION 7205 PROVISIONAL STRUCTURES <br \/> SECTION 7206 SPECIAL REQUIREMENTS FOR FIRE DISTRICT NUMBER 2 (DELETED) <br \/> SECTION 7207 SPECIAL REQUIREMENTS FOR THE VERY HIGH FIRE HAZARD SEVERITY ZONE <br \/> SECTION 7208 PROHIBITED VEHICLES  <\/td>\n<\/tr>\n<tr>\n<td><b>758<b><\/td>\n<td>CHAPTER 81 MAINTENANCE OF EXISTING BUILDINGS AND STRUCTURES <br \/> SECTION 8101 GENERAL PROVISIONS <br \/> SECTION 8102 ENFORCEMENT <br \/> SECTION 8103 EXISTING BUILDING RIGHTS <br \/> SECTION 8104 BASIC MAINTENANCE AND REPAIR OF EXISTING BUILDINGS AND PREMISES  <\/td>\n<\/tr>\n<tr>\n<td><b>759<b><\/td>\n<td>SECTION 8105 ILLEGAL BUILDINGS, CONSTRUCTION AND USE <br \/> SECTION 8106 FIRE DISTRICT REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>760<b><\/td>\n<td>SECTION 8107 RESERVED <br \/> SECTION 8108 NUISANCES, HAZARDOUS BUILDINGS AND SUBSTANDARD RESIDENTIAL BUILDINGS <br \/> SECTION 8109 RELOCATED BUILDINGS <br \/> SECTION 8110 UNREINFORCED MASONRY BEARING WALL BUILDINGS <br \/> SECTION 8111 RESIDENTIAL HEATING  <\/td>\n<\/tr>\n<tr>\n<td><b>761<b><\/td>\n<td>SECTION 8112 RESIDENTIAL PLUMBING <br \/> SECTION 8113 ROD BRACING SYSTEMS <br \/> SECTION 8114 PARAPETS AND APPENDAGES <br \/> SECTION 8115 SANDBLASTING <br \/> SECTION 8116 SPECIAL PROVISIONS FOR LIGHT-HOUSEKEEPING ROOMS  <\/td>\n<\/tr>\n<tr>\n<td><b>762<b><\/td>\n<td>SECTION 8117 FIRE WATCH <br \/> SECTION 8118 POOL WATER CLARITY <br \/> SECTION 8119 HISTORICAL BUILDINGS AND STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>766<b><\/td>\n<td>CHAPTER 82 CHANGE OF OCCUPANCY, USE AND RATING CLASSIFICATION <br \/> SECTION 8201 GENERAL <br \/> SECTION 8202 CHANGE OF RATING CLASSIFICATION <br \/> SECTION 8203 CHANGE OF OCCUPANCY GROUP OR GROUP DIVISION <br \/> SECTION 8204 CHANGE OF USE  <\/td>\n<\/tr>\n<tr>\n<td><b>767<b><\/td>\n<td>SECTION 8205 CERTIFICATE OF BUILDING COMPLIANCE <br \/> TABLE 82-A CERTIFICATE OF BUILDING COMPLIANCE INSPECTION FEE  <\/td>\n<\/tr>\n<tr>\n<td><b>768<b><\/td>\n<td>CHAPTER 83 RELOCATION PERMIT <br \/> SECTION 8301 GENERAL APPLICATION <br \/> SECTION 8302 PERMITS REQUIRED \u2013 GENERAL CONSIDERATIONS <br \/> SECTION 8303 PERMIT APPLICATION \u2013 PLANS AND SPECIFICATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>769<b><\/td>\n<td>SECTION 8304 SPECIAL CONDITIONS UNDER WHICH A PERMIT WILL NOT BE ISSUED <br \/> SECTION 8305 GUARANTEE OF COMPLETION REQUIRED  <\/td>\n<\/tr>\n<tr>\n<td><b>770<b><\/td>\n<td>SECTION 8306 TERMS OF PERMIT <br \/> SECTION 8307 DEFAULT IN PERFORMANCE OF CONDITIONS OR TERMS OF PERMITS \u2013 FAILURE TO COMPLETE <br \/> SECTION 8308 PERMIT FEES  <\/td>\n<\/tr>\n<tr>\n<td><b>771<b><\/td>\n<td>SECTION 8309 ENTRY UPON PREMISES <br \/> TABLE NO. 83-A BASIC RELOCATION APPLICATION FEE SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>772<b><\/td>\n<td>CHAPTER 85 ALTERNATIVE BUILDING STANDARDS FOR JOINT LIVING AND WORK QUARTERS <br \/> SECTION 8501 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>773<b><\/td>\n<td>SECTION 8502 ALTERNATIVE STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>778<b><\/td>\n<td>CHAPTER 86 SPECIAL PROVISIONS FOR EXISTING BUILDINGS <br \/> SECTION 8601 GENERAL <br \/> SECTION 8602 GROUP E OCCUPANCIES  <\/td>\n<\/tr>\n<tr>\n<td><b>779<b><\/td>\n<td>SECTION 8603 FIRE PROTECTION \u2013 WARNING SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>780<b><\/td>\n<td>SECTION 8604 FIRE SAFETY STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>784<b><\/td>\n<td>SECTION 8605 EMERGENCY HOMELESS SHELTERS  <\/td>\n<\/tr>\n<tr>\n<td><b>785<b><\/td>\n<td>SECTION 8606 EMERGENCY LIGHTING STANDARDS FOR EXISTING RESIDENTIAL BUILDINGS, GROUP R, DIVISION 1 OCCUPANCIES  <\/td>\n<\/tr>\n<tr>\n<td><b>786<b><\/td>\n<td>SECTION 8607 TENANT SAFETY FOR APARTMENT HOUSES, EXCEPT FOR RESIDENTIAL CONDOMINIUMS  <\/td>\n<\/tr>\n<tr>\n<td><b>788<b><\/td>\n<td>CHAPTER 88 EARTHQUAKE HAZARD REDUCTION IN EXISTING BUILDINGS <br \/> SECTION 8801 PURPOSE <br \/> SECTION 8802 SCOPE <br \/> SECTION 8803 DEFINITIONS <br \/> SECTION 8804 RATING CLASSIFICATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>789<b><\/td>\n<td>SECTION 8805 GENERAL REQUIREMENTS <br \/> SECTION 8806 ADMINISTRATION  <\/td>\n<\/tr>\n<tr>\n<td><b>790<b><\/td>\n<td>SECTION 8807 HISTORICAL BUILDINGS <br \/> SECTION 8808 ANALYSIS AND DESIGN <br \/> FORMULA 8-1 <br \/> FORMULA 8-2  <\/td>\n<\/tr>\n<tr>\n<td><b>791<b><\/td>\n<td>SECTION 8809 MATERIALS OF CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>793<b><\/td>\n<td>SECTION 8810 INFORMATION REQUIRED ON PLANS  <\/td>\n<\/tr>\n<tr>\n<td><b>794<b><\/td>\n<td>SECTION 8811 DESIGN CHECK \u2013 COMPATIBILITY OF ROOF DIAPHRAGM STIFFNESS TO UNREINFORCED MASONRY WALL OUT-OF-PLANE STABILITY  <\/td>\n<\/tr>\n<tr>\n<td><b>795<b><\/td>\n<td>FORMULA 11-3 <br \/> FORMULA 11-4 <br \/> SECTION 8812 VIOLATIONS <br \/> SECTION 8813 SPECIAL REQUIREMENTS FOR VACANT BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>796<b><\/td>\n<td>FIGURE NO. 88 ACCEPTABLE SPAN FOR DIAPHRAGMS (BASED ON DISPLACEMENT CONTROL CONCEPTS)  <\/td>\n<\/tr>\n<tr>\n<td><b>797<b><\/td>\n<td>TABLE NO. 88-A RATING CLASSIFICATIONS <br \/> TABLE NO. 88-B TIME LIMITS FOR COMPLIANCE <br \/> TABLE NO. 88-C SERVICE PROVISIONS AND EXTENDED TIME PROVISIONS** <br \/> TABLE NO. 88-D HORIZONTAL FORCE FACTORS BASED ON RATING CLASSIFICATION <br \/> TABLE NO. 88-E HORIZONTAL FORCE FACTORS \u201cIS\u201d\u009d FOR PARTS OR PORTIONS OF STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>798<b><\/td>\n<td>TABLE NO. 88-F HORIZONTAL FORCE FACTOR \u201cCP\u201d\u009d FOR PARTS OR PORTIONS OF BUILDINGS OR OTHER STRUCTURES <br \/> TABLE NO. 88-G ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS WITH MINIMUM QUALITY MORTAR  <\/td>\n<\/tr>\n<tr>\n<td><b>799<b><\/td>\n<td>TABLE NO. 88-H VALUES FOR EXISTING MATERIALS <br \/> TABLE NO. 88-I ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>800<b><\/td>\n<td>TABLE NO. 88-J ALLOWABLE SHEAR STRESS FOR TESTED UNREINFORCED MASONRY WALLS <br \/> TABLE NO. 88-K VALUES FOR EXISTING MATERIALS <br \/> TABLE NO. 88-L ALLOWABLE VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION <br \/> TABLE NO. 88-M ALLOWABLE SHEAR ON BOLTS  <\/td>\n<\/tr>\n<tr>\n<td><b>802<b><\/td>\n<td>CHAPTER 89 ABATEMENT OF BUILDINGS, STRUCTURES, PREMISES AND PORTIONS THERE OF WHICH CONSTITUTE A NUISANCE OR ARE HAZARDOUS, OR SUBSTANDARD <br \/> SECTION 8901 GENERAL <br \/> SECTION 8902 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>805<b><\/td>\n<td>SECTION 8903 ABATEMENT PROCEDURES  <\/td>\n<\/tr>\n<tr>\n<td><b>808<b><\/td>\n<td>SECTION 8904 SPECIAL PROVISIONS FOR VACANT PROPERTY GRAFFITI REMOVAL  <\/td>\n<\/tr>\n<tr>\n<td><b>810<b><\/td>\n<td>SECTION 8905 SPECIAL PROVISIONS FOR VACATING, BARRICADING, REMOVING OR DEMOLISHING BUILDINGS OR STRUCTURES WITHOUT NOTICE <br \/> SECTION 8906 PAYMENT AND RECOVERY OF REPAIR AND DEMOLITION FUNDS  <\/td>\n<\/tr>\n<tr>\n<td><b>811<b><\/td>\n<td>SECTION 8907 ABATEMENT OF PUBLIC NUISANCE CONDITIONS RELATED TO A DECLARED LOCAL EMERGENCY  <\/td>\n<\/tr>\n<tr>\n<td><b>812<b><\/td>\n<td>SECTION 8908 SPECIAL PROVISIONS FOR THE REPAIR OF WELDED STEEL MOMENT FRAME BUILDINGS LOCATED IN HIGH EARTHQUAKE DAMAGED AREAS  <\/td>\n<\/tr>\n<tr>\n<td><b>814<b><\/td>\n<td>CHAPTER 91 EARTHQUAKE HAZARD REDUCTION IN EXISTING TILT-UP CONCRETE WALL BUILDINGS <br \/> SECTION 9101 PURPOSE <br \/> SECTION 9102 SCOPE <br \/> SECTION 9103 DEFINITIONS <br \/> SECTION 9104 RATING CLASSIFICATIONS <br \/> SECTION 9105 GENERAL REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>815<b><\/td>\n<td>SECTION 9106 ADMINISTRATION <br \/> SECTION 9107 HISTORICAL BUILDINGS <br \/> SECTION 9108 ANALYSIS AND DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>817<b><\/td>\n<td>SECTION 9109 MATERIALS OF CONSTRUCTION <br \/> SECTION 9110 INFORMATION REQUIRED ON PLANS <br \/> SECTION 9111 REQUIRED BUILDING MAINTENANCE <br \/> SECTION 9112 VIOLATIONS \u2013 PENALTIES FOR DISREGARDING DEPARTMENT ORDERS <br \/> TABLE NO. 91-A RATING CLASSIFICATIONS <br \/> TABLE NO. 91-B TIME LIMITS FOR COMPLIANCE <br \/> TABLE NO. 91-C SERVICE PRIORITIES  <\/td>\n<\/tr>\n<tr>\n<td><b>818<b><\/td>\n<td>CHAPTER 92 VOLUNTARY \u2013 EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH WEAK CRIPPLE WALLS AND UNBOLTED SILL PLATES <br \/> SECTION 9201 GENERAL <br \/> FORMULA 92-1 <br \/> SECTION 9202 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>819<b><\/td>\n<td>SECTION 9203 STRUCTURAL WEAKNESSES <br \/> SECTION 9204 STRENGTHENING REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>821<b><\/td>\n<td>SECTION 9205 QUALITY CONTROL  <\/td>\n<\/tr>\n<tr>\n<td><b>822<b><\/td>\n<td>TABLE 92-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING  <\/td>\n<\/tr>\n<tr>\n<td><b>824<b><\/td>\n<td>CHAPTER 93 VOLUNTARY EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS <br \/> SECTION 9301 PURPOSE <br \/> SECTION 9302 SCOPE <br \/> SECTION 9303 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>825<b><\/td>\n<td>SECTION 9304 GENERAL REQUIREMENTS FOR PHASED CONSTRUCTION <br \/> SECTION 9305 ANALYSIS AND DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>827<b><\/td>\n<td>SECTION 9306 MATERIALS OF CONSTRUCTION <br \/> SECTION 9307 REQUIRED INFORMATION ON PLANS  <\/td>\n<\/tr>\n<tr>\n<td><b>830<b><\/td>\n<td>CHAPTER 94 VOLUNTARY\u2013EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS <br \/> SECTION 9401 PURPOSE <br \/> SECTION 9402 SCOPE <br \/> SECTION 9403 DEFINITIONS <br \/> SECTION 9404 GENERAL REQUIREMENTS <br \/> SECTION 9405 PRE-DESIGN INVESTIGATION  <\/td>\n<\/tr>\n<tr>\n<td><b>831<b><\/td>\n<td>SECTION 9406 ANALYSIS AND DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>834<b><\/td>\n<td>TABLE 94-A VALUES FOR EXISTING MATERIALS <br \/> SECTION 9407 HISTORICAL BUILDINGS <br \/> SECTION 9408 QUALITY CONTROL <br \/> SECTION 9409 INFORMATION REQUIRED ON PLANS  <\/td>\n<\/tr>\n<tr>\n<td><b>836<b><\/td>\n<td>CHAPTER 95 VOLUNTARY\u2013EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE BUILDINGS AND CONCRETE FRAME BUILDINGS WITH MASONRY FILL <br \/> SECTION 9501 PURPOSE <br \/> SECTION 9502 SCOPE <br \/> SECTION 9503 DEFINITIONS <br \/> SECTION 9504 RESERVED <br \/> SECTION 9505 GENERAL REQUIREMENTS <br \/> SECTION 9508 CRITERIA SELECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>837<b><\/td>\n<td>SECTION 9509 DYNAMIC LATERAL ANALYSIS PROCEDURE <br \/> FORMULA 9-1 <br \/> FORMULA 9-2 <br \/> FORMULA 9-3  <\/td>\n<\/tr>\n<tr>\n<td><b>839<b><\/td>\n<td>FORMULA 9-4 <br \/> FORMULA 9-5 <br \/> SECTION 9510 EQUIVALENT LATERAL FORCE PROCEDURE <br \/> FORMULA 10-1  <\/td>\n<\/tr>\n<tr>\n<td><b>840<b><\/td>\n<td>SECTION 9511 SIMPLIFIED ANALYSIS PROCEDURE  <\/td>\n<\/tr>\n<tr>\n<td><b>841<b><\/td>\n<td>SECTION 9512 MINIMUM REQUIREMENTS FOR A LIMITED STRUCTURAL ANALYSIS <br \/> SECTION 9513 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>842<b><\/td>\n<td>SECTION 9514 EVALUATION OF EXISTING STRUCTURAL CONDITIONS <br \/> SECTION 9515 MATERIALS OF CONSTRUCTION <br \/> SECTION 9516 INFORMATION REQUIRED ON THE PLANS  <\/td>\n<\/tr>\n<tr>\n<td><b>843<b><\/td>\n<td>TABLE 95-A RATING CLASSIFICATIONS <br \/> TABLES 95-B-C RESERVED <br \/> TABLE 95-D INITIAL EFFECTIVE MOMENT OF INERTIA OF CONCRETE MEMBERS <br \/> TABLE 95-E ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT <br \/> FIGURE 95-1 RESPONSE SPECTRA SHAPES  <\/td>\n<\/tr>\n<tr>\n<td><b>844<b><\/td>\n<td>CHAPTER 96 VOLUNTARY\u2013EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS <br \/> SECTION 9601 PURPOSE <br \/> SECTION 9602 SCOPE <br \/> SECTION 9603 DEFINITIONS <br \/> SECTION 9604 ANALYSIS AND DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>846<b><\/td>\n<td>SECTION 9605 MATERIALS OF CONSTRUCTION <br \/> SECTION 9606 INFORMATION REQUIRED ON PLANS  <\/td>\n<\/tr>\n<tr>\n<td><b>848<b><\/td>\n<td>EXCERPTS FROM RELATED LOS ANGELES CITY CODES LOS ANGELES MUNICIPAL CODE <br \/> CHAPTER 11, ARTICLE 8 <br \/> SECTION 28.10 BALLOON &#8211; USE FOR ADVERTISING <br \/> SECTION 28.11 CAPTIVE BALLOONS AND SIMILAR DEVICES  <\/td>\n<\/tr>\n<tr>\n<td><b>849<b><\/td>\n<td>CHAPTER IX, ARTICLE 6 <br \/> DIVISION A \u2014 MISCELLANEOUS <br \/> SECTION 96.02 EXCAVATING, DEPOSITING, DUMPING \u2013 EARTH, SAND, GRAVEL, ETC. \u2013 WHERE PROHIBITED <br \/> SECTION 96.05 DECLARING CERTAIN AREA SUBJECT TO INUNDATION AND PROHIBITING CONSTRUCTION OF CERTAIN BUILDINGS THEREIN  <\/td>\n<\/tr>\n<tr>\n<td><b>851<b><\/td>\n<td>DIVISION C \u2014 FABRICATOR APPROVALS <br \/> SECTION 96.200 STATEMENT OF PURPOSE <br \/> SECTION 96.201 DEFINITIONS <br \/> SECTION 96.203 SCOPE AND EFFECT OF APPROVALS <br \/> SECTION 96.204 ISSUANCE OF APPROVALS \u2013 PROCEDURES  <\/td>\n<\/tr>\n<tr>\n<td><b>853<b><\/td>\n<td>SECTION 96.205 SUSPENSION AND REVOCATION OF APPROVALS  <\/td>\n<\/tr>\n<tr>\n<td><b>854<b><\/td>\n<td>DIVISION D \u2014 REPORT OF RESIDENTIAL PROPERTY RECORDS AND PENDING AND RECORDED LIENS <br \/> SECTION 96.300 INTENT <br \/> SECTION 96.301 DEFINITIONS <br \/> SECTION 96.302 REPORTS REQUIRED <br \/> SECTION 96.303 APPLICATION  <\/td>\n<\/tr>\n<tr>\n<td><b>855<b><\/td>\n<td>SECTION 96.304 CONTENTS OF REPORTS  <\/td>\n<\/tr>\n<tr>\n<td><b>856<b><\/td>\n<td>SECTION 96.305 FEE FOR REPORTS <br \/> SECTION 96.306 EFFECTIVE PERIOD OF REPORT <br \/> SECTION 96.307 DELIVERY OF THE REPORT <br \/> SECTION 96.308 EXCEPTIONS <br \/> SECTION 96.309 NON-COMPLIANCE NOT TO INVALIDATE SALE OR EXCHANGE: EXCEPTION  <\/td>\n<\/tr>\n<tr>\n<td><b>857<b><\/td>\n<td>SECTION 96.309.1 INFORMATION FURNISHED AS GROUND FOR RESCISSION  <\/td>\n<\/tr>\n<tr>\n<td><b>858<b><\/td>\n<td>CHAPTER IX, ARTICLE 8  <br \/> GENERAL ADMINISTRATIVE PROVISIONS <br \/> SECTION 98.0103 DEFINITIONS <br \/> SECTION 98.0105 INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>859<b><\/td>\n<td>SECTION 98.0109 EXPRESS PERMITS  <\/td>\n<\/tr>\n<tr>\n<td><b>860<b><\/td>\n<td>DIVISION 4 \u2013 APPEALS AND REQUEST FOR SLIGHT MODIFICATION APPEAL FEES \u2013 AVAILABILITY OF RECORDS FOR INSPECTION \u2013 BOARD RELATED SERVICES \u2013 INVESTIGATION \u2013 POWERS OF DEPARTMENT AND BOARD AND PENALTIES <br \/> SECTION 98.0402 CODE ENFORCEMENT COSTS INCURRED: INVESTIGATION COSTS, FEES AND FINES <br \/> SECTION 98.0403.1 POWERS OF THE DEPARTMENT AND THE BOARD  <\/td>\n<\/tr>\n<tr>\n<td><b>863<b><\/td>\n<td>SECTION 98.0403.2 PROCEDURES FOR APPEALS TO THE DEPARTMENT AND TO THE BOARD  <\/td>\n<\/tr>\n<tr>\n<td><b>864<b><\/td>\n<td>TABLE NO. 4-A FILING FEES* FOR APPEALS <br \/> TABLE NO 4-B FILING FEES* FOR APPEALS GRADING AND SOIL REQUIREMENTS <br \/> SECTION 98.0404 EXTRA TERRITORIAL INSPECTIONS <br \/> SECTION 98.0405 CHARGES FOR PRINTED MATERIALS AND MISCELLANEOUS TYPE SERVICES <br \/> SECTION 98.0406 INSPECTION FEES FOR OFF HOURS INSPECTION <br \/> SECTION 98.0407 SPECIAL ENFORCEMENT PROCEDURE FEES <br \/> SECTION 98.0408 ISSUANCE OF CITATIONS BY DESIGNATED EMPLOYEES  <\/td>\n<\/tr>\n<tr>\n<td><b>865<b><\/td>\n<td>TABLE 4-C CHARGES FOR PRINTED MATERIALS <br \/> SECTION 98.0410 SURCHARGE FOR ONE-STOP PERMIT CENTER <br \/> SECTION 98.0411 NONCOMPLIANCE FEES  <\/td>\n<\/tr>\n<tr>\n<td><b>866<b><\/td>\n<td>SECTION 98.0412 INSPECTION FEES <br \/> SECTION 98.0414 CERTIFICATION FEES <br \/> TABLE NO. 4-D NONCOMPLIANCE INSPECTION FEES  <\/td>\n<\/tr>\n<tr>\n<td><b>867<b><\/td>\n<td>SECTION 98.0415 CLERICAL, ISSUING OR RESEARCH FEES AND MISCELLANEOUS FEES <br \/> SECTION 98.0416 BUILDING AND SAFETY SYSTEMS DEVELOPMENT SURCHARGE <br \/> SECTION 98.0417 PROCESSING FEES FOR MISCELLANEOUS CERTIFICATES OF COMPLIANCE <br \/> SECTION 98.0418 SURCHARGE FOR DEVELOPMENT OF AUTOMATED SYSTEMS FOR THE DEPARTMENT OF CITY PLANNING <br \/> SECTION 98.0420 REFUNDS OF DEPARTMENT FEES <br \/> SECTION 98.0421 CODE VIOLATION INSPECTION FEE  <\/td>\n<\/tr>\n<tr>\n<td><b>868<b><\/td>\n<td>SECTION 98.0422 FEES FOR OFF HOURS PLAN CHECK AND OTHER SERVICES  <\/td>\n<\/tr>\n<tr>\n<td><b>869<b><\/td>\n<td>DIVISION 5 \u2014 TESTING PROCEDURES, REGULATIONS AND ADMINISTRATION <br \/> SECTION 98.0501 ALTERNATE MATERIALS, DEVICES AND METHODS OF CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>870<b><\/td>\n<td>TABLE 5-A FEE SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>871<b><\/td>\n<td>SECTION 98.0502 APPLIANCES, FIXTURES AND EQUIPMENT <br \/> TABLE 1. MECHANICAL TESTING LABORATORY FEES  <\/td>\n<\/tr>\n<tr>\n<td><b>872<b><\/td>\n<td>TABLE 2. ELECTRICAL TESTING LABORATORY FEES  <\/td>\n<\/tr>\n<tr>\n<td><b>874<b><\/td>\n<td>SECTION 98.0503 TESTING AGENCIES  <\/td>\n<\/tr>\n<tr>\n<td><b>875<b><\/td>\n<td>SECTION 98.0504 ENVIRONMENTAL REPORTS  <\/td>\n<\/tr>\n<tr>\n<td><b>876<b><\/td>\n<td>DIVISION 6 \u2014 EXPIRATION AND REVOCATION OF PERMITS, PLAN CHECK AND SLIGHT MODIFICATIONS AND ALTERNATIVES <br \/> SECTION 98.0601 PURPOSE <br \/> SECTION 98.0602 EXPIRATION OF PERMITS <br \/> SECTION 98.0603 EXPIRATION OF PLAN CHECK <br \/> SECTION 98.0604 EXPIRATION OF SLIGHT MODIFICATIONS AND ALTERNATIVES  <\/td>\n<\/tr>\n<tr>\n<td><b>877<b><\/td>\n<td>SECTION 98.0605 TIME LIMITS OF REQUESTS FOR EXTENSION  <\/td>\n<\/tr>\n<tr>\n<td><b>878<b><\/td>\n<td>DIVISION 7 \u2014 ABATEMENT OF VACANT BUILDINGS <br \/> SECTION 98.0701 DECLARATION OF PURPOSE <br \/> SECTION 98.0702 DEFINITIONS <br \/> SECTION 98.0703 ENFORCEMENT AUTHORITY <br \/> SECTION 98.0704 ENFORCEMENT REMEDIES <br \/> SECTION 98.0705 STRICT LIABILITY OFFENSES <br \/> SECTION 98.0706 DUTY TO CLEAN, FENCE AND BARRICADE <br \/> SECTION 98.0707 ADMINISTRATIVE ABATEMENT PROCEDURES FOR VACANT AND UNSECURED STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>879<b><\/td>\n<td>SECTION 98.0708 STANDARDS FOR FENCING AND BARRICADING A VACANT STRUCTURE <br \/> SECTION 98.0709 ENTRY OR INTERFERENCE WITH NOTICE PROHIBITED <br \/> SECTION 98.0710 CONTINUOUS ABATEMENT AUTHORITY <br \/> SECTION 98.0711 ABATEMENT COST <br \/> SECTION 98.0712 CONTINUOUS PUBLIC NUISANCES <br \/> SECTION 98.0713 DUTY TO FILE A STATEMENT OF INTENT  <\/td>\n<\/tr>\n<tr>\n<td><b>880<b><\/td>\n<td>SECTION 98.0714 POSTING NAME OF RESPONSIBLE PERSON <br \/> SECTION 98.0715 REINSPECTION FEE <br \/> SECTION 98.0716 VACANT STRUCTURE PENALTY <br \/> SECTION 98.0717 PROCEDURES FOR BARRICADED AND VACANT STRUCTURE PENALTY  <\/td>\n<\/tr>\n<tr>\n<td><b>881<b><\/td>\n<td>SECTION 98.0718 APPEAL OF BARRICADED AND VACANT STRUCTURE PENALTY <br \/> SECTION 98.0719 ADMINISTRATIVE ENFORCEMENT HEARING <br \/> SECTION 98.0720 FAILURE TO PAY PENALTIES <br \/> SECTION 98.0721 ALLOCATION OF VACANT BUILDING PENALTY  <\/td>\n<\/tr>\n<tr>\n<td><b>882<b><\/td>\n<td>CHAPTER XI <br \/> ARTICLE 1 NOISE REGULATION <br \/> SECTION 111.00 DECLARATION OF POLICY <br \/> SECTION 111.01 DEFINITIONS <br \/> SECTION 111.02 SOUND LEVEL MEASUREMENT PROCEDURE AND CRITERIA  <\/td>\n<\/tr>\n<tr>\n<td><b>883<b><\/td>\n<td>TABLE I OCTAVE BAND NOISE VALUES CORRESPONDING TO SOUND LEVEL \u201cA\u201d\u009d VALUES <br \/> SECTION 111.03 MINIMUM AMBIENT NOISE LEVEL <br \/> TABLE II SOUND LEVEL \u201cA\u201d\u009d DECIBELS  <\/td>\n<\/tr>\n<tr>\n<td><b>884<b><\/td>\n<td>SECTION 111.04 VIOLATIONS: ADDITIONAL REMEDIES, INJUNCTIONS <br \/> SECTION 111.05 ENFORCEMENT, CITATIONS <br \/> ARTICLE 2 SPECIAL NOISE SOURCES <br \/> SECTION 112.01 RADIOS, TELEVISION SETS ,AND SIMILAR DEVICES <br \/> SECTION 112.02 AIR CONDITIONING, REFRIGERATION, HEATING, PUMPING, FILTERING EQUIPMENT <br \/> SECTION 112.03 CONSTRUCTION NOISE <br \/> SECTION 112.04 POWERED EQUIPMENT INTENDED FOR REPETITIVE USE IN RESIDENTIAL AREAS AND OTHER MACHINERY, EQUIPMENT, AND DEVICES  <\/td>\n<\/tr>\n<tr>\n<td><b>885<b><\/td>\n<td>SECTION 112.05 MAXIMUM NOISE LEVEL OF POWERED EQUIPMENT OR POWERED HAND TOOLS <br \/> SECTION 112.06 PLACES OF PUBLIC ENTERTAINMENT <br \/> ARTICLE 6 GENERAL NOISE <br \/> SECTION 116.01 LOUD, UNNECESSARY AND UNUSUAL NOISE  <\/td>\n<\/tr>\n<tr>\n<td><b>886<b><\/td>\n<td>LOS ANGELES ADMINISTRATIVE CODE DIVISION 19, CHAPTER 10 PROCEDURE FOR THE REMOVAL OF ILLEGAL SIGNS <br \/> SECTION 19.100 DEFINITIONS <br \/> SECTION 19.101 ILLEGAL SIGNS \u2013 NUISANCE <br \/> SECTION 19.102 ENTRY UPON VACANT PRIVATE PROPERTY <br \/> SECTION 19.103 INTERFERENCE PROHIBITED <br \/> SECTION 19.104 NOTICE OF ILLEGAL SIGNS <br \/> SECTION 19.105 REMOVAL OF ILLEGAL SIGN <br \/> SECTION 19.106 COLLECTION OF COSTS  <\/td>\n<\/tr>\n<tr>\n<td><b>888<b><\/td>\n<td>INDEX  <\/td>\n<\/tr>\n<tr>\n<td><b>928<b><\/td>\n<td>HISTORY NOTE APPENDIX  <\/td>\n<\/tr>\n<tr>\n<td><b>930<b><\/td>\n<td>2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 <br \/> 2010 CALIFORNIA HISTORICAL BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 8 CALIFORNIA BUILDING STANDARDS COMMISSION TITLE PAGE  <\/td>\n<\/tr>\n<tr>\n<td><b>931<b><\/td>\n<td>COPYRIGHT  <\/td>\n<\/tr>\n<tr>\n<td><b>932<b><\/td>\n<td>PREFACE  <\/td>\n<\/tr>\n<tr>\n<td><b>933<b><\/td>\n<td>PART 8 CONTAINS ALTERNATIVE REGULATIONS FOR QUALIFIED HISTORICAL BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>934<b><\/td>\n<td>HISTORICAL PREFACE  <\/td>\n<\/tr>\n<tr>\n<td><b>936<b><\/td>\n<td>CALIFORNIA CODE OF REGULATIONS, TITLE 24 CALIFORNIA AGENCY INFORMATION CONTACT LIST  <\/td>\n<\/tr>\n<tr>\n<td><b>937<b><\/td>\n<td>HOW TO DETERMINE WHERE CHANGES HAVE BEEN MADE  <\/td>\n<\/tr>\n<tr>\n<td><b>938<b><\/td>\n<td>TABLE OF CONTENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>940<b><\/td>\n<td>CHAPTER 8-1 ADMINISTRATION <br \/> SECTION 8-101 TITLE, PURPOSE AND INTENT <br \/> SECTION 8-102 APPLICATION <br \/> SECTION 8-103 ORGANIZATION AND ENFORCEMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>941<b><\/td>\n<td>SECTION 8-104 REVIEW AND APPEALS <br \/> SECTION 8-105 CONSTRUCTION METHODS AND MATERIALS <br \/> SECTION 8-106 SHBSB RULINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>942<b><\/td>\n<td>CHAPTER 8-2 DEFINITIONS <br \/> SECTION 8-201 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>944<b><\/td>\n<td>CHAPTER 8-3 USE AND OCCUPANCY <br \/> SECTION 8-301 PURPOSE AND SCOPE <br \/> SECTION 8-302 GENERAL <br \/> SECTION 8-303 RESIDENTIAL OCCUPANCIES  <\/td>\n<\/tr>\n<tr>\n<td><b>946<b><\/td>\n<td>CHAPTER 8-4 FIRE PROTECTION <br \/> SECTION 8-401 PURPOSE, INTENT AND SCOPE <br \/> SECTION 8-402 FIRE-RESISTIVE CONSTRUCTION <br \/> SECTION 8-403 INTERIOR FINISH MATERIALS <br \/> SECTION 8-404 WOOD LATH AND PLASTER <br \/> SECTION 8-405 OCCUPANCY SEPARATION <br \/> SECTION 8-406 MAXIMUM FLOOR AREA <br \/> SECTION 8-407 VERTICAL SHAFTS <br \/> SECTION 8-408 ROOF COVERING  <\/td>\n<\/tr>\n<tr>\n<td><b>947<b><\/td>\n<td>SECTION 8-409 FIRE ALARM SYSTEMS <br \/> SECTION 8-410 AUTOMATIC SPRINKLER SYSTEMS <br \/> SECTION 8-411 OTHER TECHNOLOGIES <br \/> SECTION 8-412 HIGH-RISE BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>948<b><\/td>\n<td>CHAPTER 8-5 MEANS OF EGRESS <br \/> SECTION 8-501 PURPOSE, INTENT AND SCOPE <br \/> SECTION 8-502 GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>949<b><\/td>\n<td>SECTION 8-503 ESCAPE OR RESCUE WINDOWS AND DOORS <br \/> SECTION 8-504 RAILINGS AND GUARDRAILS  <\/td>\n<\/tr>\n<tr>\n<td><b>950<b><\/td>\n<td>CHAPTER 8-6 ACCESSIBILITY <br \/> SECTION 8-601 PURPOSE, INTENT AND SCOPE <br \/> SECTION 8-602 BASIC PROVISIONS <br \/> SECTION 8-603 ALTERNATIVES  <\/td>\n<\/tr>\n<tr>\n<td><b>951<b><\/td>\n<td>SECTION 8-604 EQUIVALENT FACILITATION  <\/td>\n<\/tr>\n<tr>\n<td><b>952<b><\/td>\n<td>CHAPTER 8-7 STRUCTURAL REGULATIONS <br \/> SECTION 8-701 PURPOSE, INTENT AND SCOPE <br \/> SECTION 8-702 GENERAL <br \/> SECTION 8-703 STRUCTURAL SURVEY <br \/> SECTION 8-704 NONHISTORICAL ADDITIONS AND NONHISTORICAL ALTERATIONS <br \/> SECTION 8-705 STRUCTURAL REGULATIONS <br \/> SECTION 8-706 LATERAL LOAD REGULATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>954<b><\/td>\n<td>CHAPTER 8-8 ARCHAIC MATERIALS AND METHODS OF CONSTRUCTION <br \/> SECTION 8-801 PURPOSE, INTENT AND SCOPE <br \/> SECTION 8-802 GENERAL ENGINEERING APPROACHES <br \/> SECTION 8-803 NONSTRUCTURAL ARCHAIC MATERIALS <br \/> SECTION 8-804 ALLOWABLE CONDITIONS FOR SPECIFIC MATERIALS <br \/> SECTION 8-805 MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>955<b><\/td>\n<td>SECTION 8-806 ADOBE <br \/> SECTION 8-807 WOOD <br \/> SECTION 8-808 CONCRETE <br \/> SECTION 8-809 STEEL AND IRON  <\/td>\n<\/tr>\n<tr>\n<td><b>956<b><\/td>\n<td>TABLE8-8A ALLOWABLE VALUES FOR EXISTING MATERIALS <br \/> SECTION 8-810 HOLLOW CLAY TILE <br \/> SECTION 8-811 VENEERS <br \/> SECTION 8-812 GLASS AND GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>957<b><\/td>\n<td>TABLE 8-8B ALLOWABLE VALUES OF NEW MATERIALS USED IN CONNECTION WITH EXISTING CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>958<b><\/td>\n<td>CHAPTER 8-9 MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS <br \/> SECTION 8-901 PURPOSE, INTENT AND SCOPE <br \/> SECTION 8-902 MECHANICAL  <\/td>\n<\/tr>\n<tr>\n<td><b>959<b><\/td>\n<td>SECTION 8-903 PLUMBING  <\/td>\n<\/tr>\n<tr>\n<td><b>960<b><\/td>\n<td>SECTION 8-904 ELECTRICAL  <\/td>\n<\/tr>\n<tr>\n<td><b>962<b><\/td>\n<td>CHAPTER 8-10 QUALIFIED HISTORICAL DISTRICTS, SITES AND OPEN SPACES <br \/> SECTION 8-1001 PURPOSE AND SCOPE <br \/> SECTION 8-1002 APPLICATION <br \/> SECTION 8-1003 SITE RELATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>964<b><\/td>\n<td>APPENDIX A <br \/> CHAPTER 8-1 <br \/> CHAPTER 8-6 <br \/> TABLE 1\u2014PROVISION APPLICABILITY  <\/td>\n<\/tr>\n<tr>\n<td><b>965<b><\/td>\n<td>TABLE 1\u2014PROVISION APPLICABILITY\u2014continued  <\/td>\n<\/tr>\n<tr>\n<td><b>966<b><\/td>\n<td>TABLE 1\u2014PROVISION APPLICABILITY\u2014continued  <\/td>\n<\/tr>\n<tr>\n<td><b>968<b><\/td>\n<td>HISTORY NOTE APPENDIX CALIFORNIA HISTORICAL BUILDING CODE  <\/td>\n<\/tr>\n<tr>\n<td><b>970<b><\/td>\n<td>2010 CALIFORNIA EXISTING BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 10 <br \/> 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\u00ae TITLE PAGE  <\/td>\n<\/tr>\n<tr>\n<td><b>971<b><\/td>\n<td>COPYRIGHT  <\/td>\n<\/tr>\n<tr>\n<td><b>972<b><\/td>\n<td>TABLE OF CONTENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>974<b><\/td>\n<td>APPENDIX CHAPTER A1 \u2013 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>976<b><\/td>\n<td>APPENDIX CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS <br \/> SECTION A100 APPLICATION <br \/> SECTION A101 PURPOSE <br \/> SECTION A102 SCOPE <br \/> SECTION A103 DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>977<b><\/td>\n<td>SECTION A104 SYMBOLS AND NOTATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>978<b><\/td>\n<td>SECTION A105 GENERAL REQUIREMENTS <br \/> SECTION A106 MATERIALS REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>979<b><\/td>\n<td>EQUATION A1-1 <br \/> EQUATION A1-2  <\/td>\n<\/tr>\n<tr>\n<td><b>980<b><\/td>\n<td>EQUATION A1-3 <br \/> SECTION A107 QUALITY CONTROL  <\/td>\n<\/tr>\n<tr>\n<td><b>981<b><\/td>\n<td>SECTION A108 DESIGN STRENGTHS <br \/> EQUATION A1-4 <br \/> EQUATION A1-5 <br \/> EQUATION A1-6 <br \/> SECTION A109 ANALYSIS AND DESIGN PROCEDURE <br \/> SECTION A110 GENERAL PROCEDURE <br \/> EQUATION A1-7  <\/td>\n<\/tr>\n<tr>\n<td><b>982<b><\/td>\n<td>SECTION A111 SPECIAL PROCEDURE <br \/> EQUATION A1-8 <br \/> EQUATION A1-9 <br \/> EQUATION A1-10 <br \/> EQUATION A1-11 <br \/> EQUATION A1-12  <\/td>\n<\/tr>\n<tr>\n<td><b>983<b><\/td>\n<td>EQUATION A1-13 <br \/> EQUATION A1-14 <br \/> EQUATION A1-15 <br \/> EQUATION A1-16 <br \/> EQUATION A1-17 <br \/> EQUATION A1-18 <br \/> EQUATION A1-19 <br \/> SECTION A112 ANALYSIS AND DESIGN <br \/> EQUATION A1-20 <br \/> EQUATION A1-21 <br \/> EQUATION A1-22  <\/td>\n<\/tr>\n<tr>\n<td><b>984<b><\/td>\n<td>EQUATION A1-23 <br \/> EQUATION A1-24 <br \/> EQUATION A1-25 <br \/> SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>985<b><\/td>\n<td>SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>986<b><\/td>\n<td>TABLE A1-A\u2014ELEMENTS REGULATED BY THIS CHAPTER <br \/> TABLE A1-B\u2014ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS <br \/> TABLE A1-C\u2014HORIZONTAL FORCE FACTOR, Cp  <\/td>\n<\/tr>\n<tr>\n<td><b>987<b><\/td>\n<td>TABLE A1-D\u2014STRENGTH VALUES FOR EXISTING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>988<b><\/td>\n<td>TABLE A1-E\u2014STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION <br \/> TABLE A1-F\u2014MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS <br \/> TABLE A1-G\u2014MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>989<b><\/td>\n<td>FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN  <\/td>\n<\/tr>\n<tr>\n<td><b>990<b><\/td>\n<td>FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES  <\/td>\n<\/tr>\n<tr>\n<td><b>992<b><\/td>\n<td>REFERENCED STANDARDS <br \/> UNIFORM BUILDING CODE STANDARD 21\u20134 HOLLOW AND SOLID LOAD-BEARING CONCRETE MASONRY UNITS <br \/> SECTION 21.401 \u2014 SCOPE <br \/> SECTION 21.402 \u2014 CLASSIFICATION <br \/> SECTION 21.403 \u2014 MATERIALS <br \/> SECTION 21.404 \u2014 PHYSICAL REQUIREMENTS <br \/> SECTION 21.405 \u2014 MINIMUM FACE-SHELL AND WEB THICKNESSES <br \/> SECTION 21.406 \u2014 PERMISSIBLE VARIATIONS IN DIMENSIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>993<b><\/td>\n<td>SECTION 21.407 \u2014 VISUAL INSPECTION <br \/> SECTION 21.408 \u2014 METHODS OF SAMPLING AND TESTING <br \/> SECTION 21.409 \u2014 REJECTION <br \/> TABLE 21\u20134-A MOISTURE CONTENT REQUIREMENTS FOR TYPE I UNITS <br \/> TABLE 21\u20134-B STRENGTH AND ABSORPTION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>994<b><\/td>\n<td>TABLE 21\u20134-C MINIMUM THICKNESS OF FACE-SHELLS AND WEBS  <\/td>\n<\/tr>\n<tr>\n<td><b>995<b><\/td>\n<td>UNIFORM BUILDING CODE STANDARD 21-6 IN-PLACE MASONRY SHEAR TESTS <br \/> SECTION 21.601 \u2014 SCOPE <br \/> SECTION 21.602 \u2014 PREPARATION OF SAMPLE <br \/> SECTION 21.603 \u2014 APPLICATION OF LOAD AND DETERMINATION OF RESULTS <br \/> UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORS IN UNREINFORCED MASONRY WALLS <br \/> SECTION 21.701 \u2014 SCOPE <br \/> SECTION 21.702 \u2014 DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS <br \/> SECTION 21.703 \u2014 TORQUE TESTING OF NEW BOLTS <br \/> SECTION 21.704 \u2014 PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS <br \/> SECTION 21.705 \u2014 REPORTS  <\/td>\n<\/tr>\n<tr>\n<td><b>996<b><\/td>\n<td>UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS <br \/> SECTION 21.801 \u2014 SCOPE <br \/> SECTION 21.802 \u2014 JOINT PREPARATION <br \/> SECTION 21.803 \u2014 MORTAR PREPARATION <br \/> SECTION 21.804 \u2014 PACKING  <\/td>\n<\/tr>\n<tr>\n<td><b>997<b><\/td>\n<td>UNIFORM BUILDING CODE STANDARD 21\u201313 HYDRATED LIME FOR MASONRY PURPOSES <br \/> SECTION 21.1301 \u2014 SCOPE <br \/> SECTION 21.1302 \u2014 DEFINITION <br \/> SECTION 21.1303 \u2014 ADDITIONS <br \/> SECTION 21.1304 \u2014 MANUFACTURER&#8217;S STATEMENT <br \/> SECTION 21.1305 \u2014 CHEMICAL REQUIREMENTS COMPOSITION <br \/> SECTION 21.1306 \u2014 RESIDUE, POPPING AND PITTING <br \/> SECTION 21.1307 \u2014 PLASTICITY <br \/> SECTION 21.1308 \u2014 WATER RETENTION <br \/> SECTION 21.1309 \u2014 SPECIAL MARKING  <\/td>\n<\/tr>\n<tr>\n<td><b>998<b><\/td>\n<td>SECTION 21.1310 \u2014 QUALITY CONTROL <br \/> TABLE 21\u201313\u2013A\u2014CHEMICAL REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>1000<b><\/td>\n<td>HISTORY NOTE APPENDIX CALIFORNIA EXISTING BUILDING CODE  <\/td>\n<\/tr>\n<tr>\n<td><b>1002<b><\/td>\n<td>ICC EVALUATION SERVICE  <\/td>\n<\/tr>\n<tr>\n<td><b>1003<b><\/td>\n<td>2009 IBC\u00ae HANDBOOKS  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>City of Los Angeles Building Code &#8211; Volume 1<\/b><\/p>\n<table class=\"shortdes-table\" style=\"width: 100%\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td>Published By<\/td>\n<td>Publication Date<\/td>\n<td>Number of Pages<\/td>\n<\/tr>\n<tr>\n<td><a href=\"https:\/\/pdfstandards.shop\/product-category\/publishers\/icc\/\"><b>ICC<\/b><\/a><\/td>\n<td>2011<\/td>\n<td>1003<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":72674,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-72673","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/72673","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/72674"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=72673"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=72673"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=72673"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}