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2. 1. The seismic evaluation and design of unreinforced masonry bearing wall buildings in <br />Occupancy Category I or II are permitted to be based on the procedures specified in Appendix <br />Chapter A I. <br />2.2. Seismic evaluation and design of the wall anchorage system in reinforced concrete and <br />reinforced masonry wall buildings with flexible diaphragms in Occupancy Category I or II are <br />permitted to be based on the procedures specified in Appendix Chapter A2. <br />2.3. Seismic evaluation and design of cripple walls and sill plate anchorage in residential <br />buildings of light -frame wood construction in Occupancy Category I or II are permitted to be <br />based on the procedures specified in Appendix Chapter A3. <br />2.4. Seismic evaluation and design of soft, weak, or open -front wall conditions in multiunit <br />residential buildings of wood construction in Occupancy Category I or II are permitted to be <br />based on the procedures specified in Appendix Chapter A4. <br />2.5. Seismic evaluation and design of concrete buildings in all Occupancy Categories are <br />permitted to be based on the procedures specified in Appendix Chapter A5. <br />3. Compliance with ASCE 31 based on the applicable performance level as shown in Table <br />404.2.4.2. It shall be permitted to use the BSE -1 earthquake hazard level as defined in ASCE 41 <br />and subject to the limitations in item 4 below. <br />4. Compliance with ASCE 41 using the BSE -1 Earthquake Hazard Level defined in ASCE <br />41 and the performance level as shown in Table 404.2.4.2. The design spectral response <br />acceleration parameters Sxs and Sx 1 specified in ASCE 41 shall not be taken less than 75 percent <br />of the respective design spectral response acceleration parameters SDS and SDl defined by the <br />California Building Code and its reference standards. <br />TABLE 404.2.4.2- Please see attachment B <br />PERFORMANCE CRITERIA FOR REDUCED CBC LEVEL SEISMIC FORCES <br />404.3.1 Referenced Standards <br />Standard Referenced <br />Reference In Code <br />Number Title Section Number <br />ASCE 31-03 Seismic Evaluation of Existing Buildings 404.2.4.1, <br />TABLE 404.2.4.1 <br />404.2.4.2, <br />TABLE 404.2.4.2 <br />ASCE 41-06Seismic Rehabilitation of Existing Buildings 404.2.4.1, <br />Including Supplement No. 1 TABLE 404.2.4.1 <br />404.2.4.2, <br />TABLE 404.2.4.2 <br />404.3.1 Lateral force -resisting elements are hereby deleted. <br />Section 7-5-200: CHANGE OF OCCUPANCY: SEISMIC. <br />ORDINANCE NO. 2016-014 38 - <br />