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3A Public Hearing 2007 1105
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3A Public Hearing 2007 1105
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1/15/2008 12:46:27 PM
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11/2/2007 2:54:52 PM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Staff Report
Document Date (6)
5/11/2007
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_CC Agenda 2007 1105
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\City Clerk\City Council\Agenda Packets\2007\Packet 2007 1105
8D Consent 2007 1001
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\City Clerk\City Council\Agenda Packets\2007\Packet 2007 1001
Ord 2007-022
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\City Clerk\City Council\Ordinances\2007
Ord 2007-023
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\City Clerk\City Council\Ordinances\2007
Ord 2007-024
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\City Clerk\City Council\Ordinances\2007
Ord 2007-025
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\City Clerk\City Council\Ordinances\2007
Ord 2007-026
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Ord 2007-027
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Ord 2007-028
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Ord 2007-029
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Ord 2007-030
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Ord 2007-031
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Ord 2007-032
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Ord 2007-033
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1. 75 percent of the forces prescribed in the building code. The R factor used for analysis in <br />accordance with Chapter 16 of the building code shall be the R factor as specified in <br />Section 3403.6.1.1.2. <br />2. In accordance with the applicable chapters in Appendix A of the International Existing <br />Building Code as specified in Items 2.1 through 2.5 below. Structures or portions of <br />structures that comply with the requirements of the applicable chapter in Appendix A <br />shall be deemed to comply with the requirements for reduced building code force levels. <br />2.1. The seismic evaluation and design of unreinforced masonry bearing wall buildings <br />in Occupancy Category I or II are permitted to be based on the procedures specified <br />in Appendix Chapter A1. <br />2.2. Seismic evaluation and design of the wall anchorage system in reinforced concrete <br />and reinforced masonry wall buildings with flexible diaphragms in Occupancy <br />Category I or II are permitted to be based on the procedures specified in Appendix <br />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 <br />permitted to be 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 <br />multiunit residential buildings of wood construction in Occupancy Category I or II <br />are permitted to be based on the procedures specified in Appendix Chapter A4. <br />2.5. Seismic evaluation and design of concrete buildings and concrete with masonry infill <br />buildings in all Occupancy Categories are permitted to be based on the procedures <br />specified in Appendix Chapter A5. <br />3. In accordance with ASCE 31 based on the applicable performance level as shown in <br />Table 3403.6.1.1.2. <br />4. Those associated with the BSE-1 Earthquake Hazard Level defined in ASCE 41 and the <br />performance level as shown in Table 3403.6.1.1.2. Where ASCE 41 is used, the design <br />spectral response acceleration parameters SXS and SXI shall not be taken less than 75 <br />percent of the respective design seismic coefficients 2.SCa and C,, as defined in Tables <br />16-Q and 16-R of the Uniform Building Code. <br />3403.6.1.2 Wind Design. Wind design of existing buildings shall be based on the procedures <br />specified in the building code. <br />3403.6.2 Repairs to damaged buildings. Repairs to damaged buildings shall comply with this <br />section. <br />3403.6.2.1 Unsafe conditions. Regardless of the extent of structural damage, unsafe conditions <br />shall be eliminated. <br />3403.6.2.2 Substantial structural damage to vertical elements of the lateral-force-resisting <br />system. A building that has sustained substantial structural damage to the vertical elements of its <br />ORDINANCE NO. 2007-022 27 <br />
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