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ORD 1869
City of Pleasanton
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ORD 1869
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Last modified
6/30/2023 4:24:07 PM
Creation date
10/25/2002 4:11:53 PM
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CITY CLERK
CITY CLERK - TYPE
ORDINANCES
DOCUMENT DATE
10/1/2002
DOCUMENT NO
ORD 1869
DOCUMENT NAME
BUILDING CODES
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Ordinance
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Ordinance
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Section 20.08.054 Division IV Chapter 22 - Amended in its entirety - <br /> SEISMIC PROVISIONS FOR STRUCTURAL STEEL <br /> BUILDINGS <br /> <br />Division IV Chapter 22 of the California Building Standards Code 2001 <br /> Edition (24 C.C.R.), and including by reference the Uniform <br /> Building Code, is amended in its entirety to read as follows: <br /> <br />Division IV -- SEISMIC PROVISIONS FOR <br />STRUCTURAL STEEL BUILDINGS <br /> <br />Seismic provisions for structural steel buildings shall be <br />based on Seismic Provisions for Structural Steel <br />Buildings, of the American Institute of Steel <br />Construction. Parts I and III, dated April 15, 1997 and <br />Supplement No. 2, dated November 10, 2000. <br /> <br />2210 -- ADOPTION <br /> <br />Except for the modifications as set forth in Sections 2211 <br />and 2212 of this division and the requirements of the <br />Building Code, the seismic design, fabrication, and erection <br />of structural steel shall be in accordance with the Seismic <br />Provisions for Structural Steel Buildings, April 15, 1997 <br />published by the American Institute of Steel Construction, <br />1 East Wacker Drive, Suite 3100, Chicago, IL 60601, as if <br />set out at length herein. The adoption of Seismic <br />Provisions for Structural Steel Buildings in this Division, <br />hereinafter referred to as AISC-Seismic, shall include Parts <br />I (LRFD), and III (ASD~ and Supplement No. 2, dated <br />November 10, 2000. <br /> <br />Where other codes, standards, or specifications are referred <br />to in this specification, they are to be considered as only an <br />indication of an acceptable method or material that can be <br />used with the approval of the Building Official. <br /> <br />2211 - DESIGN METHODS <br /> <br />When the load combinations from Section 1612.2 for <br />LRFD are used, structural steel buildings shall be designed <br />in accordance with Chapter 22 Division II (AISC-LRFD) <br />and Part I of AISC-Seismic as modified by this Division. <br /> <br />34 <br /> <br /> <br />
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