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Ord 2010-013
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11/22/2010 9:20:09 AM
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11/22/2010 9:20:07 AM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Ordinance
Document Date (6)
11/15/2010
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3B Public Hearing 2010 1115
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\City Clerk\City Council\Agenda Packets\2010\Packet 2010 1115
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map shall include, at a minimum, areas of special flood hazard as identified by the <br /> Federal Emergency Management Agency in an engineering report entitled "The Flood <br /> Insurance Study for City of Leandro, California, revision dated August 9, 2009, as <br /> amended, with the accompanying Flood insurance Rate Map (FIRM) and Flood <br /> Boundary and Floodway Map (FBFM) and related supporting data along with any <br /> revisions thereto. The adopted flood hazard map and supporting data are hereby adopted <br /> by reference and declared to be part of this Section. <br /> Exception: [text unchanged] <br /> Section 1613.8 is added to read as follows: <br /> 1613.8 ASCE 7, Table 12.8 -2. Modify ASCE 7 Table 12.8 -2 by adding the following: <br /> Structure Type C, x <br /> Eccentrically braced steel frames and buckling- 0.03 (0.0731)' 0.75 <br /> restrained braced frames <br /> Section 1613.9 is added to read as follows: <br /> 1613.9 ASCE 7, 12.2.3.1, Exception 3. Modify ASCE 7 Section 12.2.3.1 Exception 3 to <br /> read as follows: <br /> 3. Detached one and two family dwellings up to two stories in height of light frame <br /> construction. <br /> Section 1613.10 is added to read as follows: <br /> 1613.10 ASCE 7, Section 12.8.7. Modify ASCE 7 Section 12.8.7 by amending <br /> Equationl2.8 -16 as follows: <br /> 0= (P /(V (12.8 -16) <br /> Section 7 -5 -165: CONCRETE CONSTRUCTION <br /> Section 1704.4 of the California Building Code, 2010 Edition is amended as follows: <br /> 1704.4 Concrete Construction. The special inspections and verifications for concrete <br /> construction shall be as required by this section and Table 1704.4. <br /> EXCEPTIONS: Special inspection shall not be required for: <br /> 1. Isolated spread concrete footings of buildings three stories or less in height that <br /> are fully supported on earth or rock, where the structural design of the footing is <br /> based on a specified compressive strength, fc, no greater than 2,500 pounds per <br /> square inch (psi) (17.2 Mpa). <br /> ORDINANCE NO. 2010 -013 23 <br />
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