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b. Where the first story is supported on a raised wood framed floor, the interior braced wall panels are directly supported by either doubled joists, continuous 4x blocking or minimum 4x floor beams. Section 7-5-195: REPAIRS. Title 24, California Existing Building Code, Part 10, Section 404 is amended as follows Sections 404.2.4 through 404.2.4.2 and Tables 404.2.4.1 and 404.2.4.2 are added as follows: 404.2.4 Seismic Evaluation and Design Procedures for Repairs. The seismic evaluation and design shall be based on the procedures specified in the California Building Code, ASCE 31 Seismic Evaluation of Existing Buildings (for evaluation only) or ASCE 41 Seismic Rehabilitation of Existing Buildings. The procedures contained in Appendix A of the International Existing Building Code shall be permitted to be used as specified in Section 3405.5.1.1.3. 404.2.4.1 Compliance with CBC level seismic forces. Where compliance with the seismic design provisions of the California Building Code is required, the procedures shall be in accordance with one of the following: 1. One -hundred percent of the values in the California Building Code. Where the existing seismic force -resisting system is a type that can be designated as "Ordinary," the values of R, S2o, and Cd used for analysis in accordance with Chapter 16 of the California Building Code shall be those specified for structural systems classified as "Ordinary" in accordance with Table 12.2-1 of ASCE 7, unless it is demonstrated that the structural system will provide performance equivalent to that of a "Detailed," "Intermediate" or "Special" system. 2. Compliance with ASCE 41 using both BSE -1 and BSE -2 earthquake hazard levels and the corresponding performance levels in Table 404.2.4.1. TABLE 404.2.4.1- Please see attachment A PERFORMANCE CRITERIA FOR CBC LEVEL SEISMIC FORCES 404.2.4.2 Compliance with reduced CBC level seismic forces. Where seismic evaluation and design is permitted to meet reduced California Building Code seismic force levels, the procedures used shall be in accordance with one of the following: 1. The California Building Code using 75 percent of the prescribed forces. Values of R, 0", and Cd used for analysis shall be as specified in Section 3405.2.4.1 Item 1. 2. Structures or portions of structures that comply with the requirements of the applicable chapter in Appendix A of the International Existing Building Code as specified in Items 2.1 through 2.5 below shall be deemed to comply with this section. ORDINANCE NO. 2016-014 37