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Where other codes, standards, or specifications are referred to in this <br /> specification, they are to be considered as only an indication of an acceptable <br /> method or material that can be used with the approval of the Building Official. <br /> <br /> Sec. 9.79 SECTION 2211 OF THE BUILDING CODE AMENDED: Section 2211 <br /> of the Building Code is hereby amended to read as follows: <br /> <br /> Section 2211 Design Methods. When the load combinations from Section <br /> 1612.2 for LRFD are used, structural steel buildings shall be designed in <br /> accordance with Chapter 22 Division II (AISC-LRFD) and Part I of AISC-Seismic <br /> as modified by this Division. <br /> <br /> When the load combinations from Section 1612.3 for ASD are used, structural <br /> steel buildings shall be designed in accordance with Chapter 22 Division III <br /> (AISC-ASD) and Part III of AISC-Seismic as modified by this Division. <br /> <br /> Sec. 9.80 :~- ' 3TION 2212 OF THE BUILDING CODE AMENDED: Section 2212 <br /> of the Building Cc~= ~s hereby ame;~de:: To read as follows: <br /> <br /> Section 2212 Amendments. The. AISC-Seismic adopted by this Division apply to <br /> the seismic design of structural steel members except as modified by this <br /> Section. <br /> <br /> The following terms that appear in AISC-Seismic shall be taken as indicated in <br /> the 1997 Uniform Building Code. <br /> <br />AISC - Seismic 1997 Uniform Building Code <br />Seismic Force Resisting System Lateral Force Resisting System <br />Design Earthquake Design Basis Ground Motion <br />Load Combinations Eqs. (4-1) and (4-2) Chapter 16 Eqs. (12-17) and (12-18) <br /> respectively <br />LRFD Specification Section Eqs. (A4-1) through (A4-6) Chapter 16 Eqs. (12-1) through (12-6) <br /> respectively <br />(~oQE E,~ <br /> <br /> 1. Part I, Sec. 1 of the AISC Seismic Provisions is revised as follows: <br /> <br /> 1. SCOPE <br /> <br /> These provisions are intended for the desigr, and construction of structural steel <br /> members and connections in the Seismic Force Resisting Systems in buildings <br /> for which the design forces resulting from earthquake motions have been <br /> determined on the basis of various levels of energy dissipation in the inelastic <br /> range of response. These provisions shall apply to buildings in Seismic Zone 2 <br /> <br />Atty/O rd/O rd. 167 <br />1 O24O2 15 <br /> <br /> <br />