Reso 2002-125 - Laserfiche WebLink

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Division IV — SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS Based on Seismic Provisions for Structural Steel Buildings, of the American Institute of Steel Construction. Parts I and III, dated April 15,1997 and Supplement No. 2, dated November 10, 2000. Section 7-5-184: Adoption. Section 2210 of the Code is deleted and replaced with the following: 2210 — Adoption Except for the modifications as set forth in Sections 2211 and 2212 of this division and the requirements of the Building Code, the seismic design, fabrication, and erection of structural steel shall be in accordance with the Seismic Provisions for Structural Steel Buildings, April 15, 1997 published by the American Institute of Steel Construction, 1 East Wacker Drive, Suite 3100, Chicago, IL 60601, as if set out at length herein. The adoption of Seismic Provisions for Structural Steel Buildings in this Division, hereinafter referred to as AISC- Seismic, shall include Parts I (LRFD), and III (ASD).- and Supplement No. 2, dated November 10, 2000. Where other codes, standards, or specifications are referred to in this specification, they are to be considered as only an indication of an acceptable method or material that can be used with the approval of the Building Official. Section 7-5-185: DESIGN METHODS replaced to read as follows: 2211 — Design Methods Section 2211 of the Code is deleted and When the load combinations from Section 1612.2 for LRFD are used, structural steel buildings shall be designed in accordance with Chapter 22 Division II (RISC-LRFD) and Part I of AISC-Seismic as modified by this Division. When the load combinations from Section 1612.3 for ASD are used, structural steel buildings shall be designed in accordance with Chapter 22 Division III (AISC-ASD) and Part III of AISC-Seismic as modified by this Division. Section 7-5-186: AMENDMENTS. Section 2212 of the Code is deleted and replaced to read as follows: 2212 - Amendments R