8D Consent 2007 1001 - Laserfiche WebLink

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failure, or the collapse or dislodgement of any portion of any adjacent building or structure. The removal or alteration of structural elements as part of the work described in an approved building permit application shall not be considered to be "damage." Section 7-5-196: REPAIRS. Section 3403 is amended as follows: For the purposes of this chapter, the following repair requirements are hereby added as a new Subsection 3403.6 to the San Leandro Building Code: 3403.6.1 Repairs. Repairs of structural elements shall comply with this section. 3403.6.1.] Seismic evaluation and design. Seismic evaluation and design of an existing building and its components shall be based on the following criteria. 3403.6.1.1.] Evaluation and design procedures. The seismic evaluation and design shall be based on the procedures specified in the building code, ASCE 31 Seismic Evaluation of Existing Ijuildings (for evaluation only) or ASCE 41 Seismic Rehabilitation of Existing Buildings. The procedures contained in Appendix A of the InteYnationaZ Existing Building Code shall be permitted to be used as specified in Section 3403.6.1.1.3. 3403.6.1.1.2 CBC level seismic forces. When seismic forces are required to meet the building code level, they shall be one of the following: 100 percent of the values in the building code. The R factor used for analysis in accordance with Chapter 16 of the building code shall be the R factor specified for structural systems classified as "Ordinary" unless it can be demonstrated that the structural system satisfies the proportioning and detailing requirements for systems classified as "Intermediate" or "Special". 2. Forces corresponding to_BSE-I and BSE-2 Earthquake Hazard Levels defined in ASCE 41. Where ASCE 41 is used, the corresponding performance levels shall be those shown in Table 3403.6.1.1.2. S