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BF�F`]L <br />ENGINEERING <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone: 425-814-8448 <br />Fax: 425-821-2120 <br />Benton Square TH Revision Date: 1111/2021 <br />Unit Type 'B' <br />Criteria <br />Code: 2018 IBC •' <br />Allowable Stress Design (ASD) •� <br />J <br />Seismic Design: ASCE 7-16: 12.8 Equivalent Lateral Force Procedure <br />Wind Design: ASCE 7-16: Ch. 28 Envelope Procedure, Low Rise <br />Risk Category: <br />Snow Importance Factor <br />Ice Importance Factor - Thickness <br />Ice Importance Factor - Wind <br />Seismic Importance Factor <br />Spectral Response, Short Period <br />Spectral Response, 1-s Period <br />II - Other Structures <br />1S=1.00 <br />l; = 1.00 <br />1, = 1.00 <br />/e = 1.00 <br />Table 1.5-2 <br />Table 1.5-2 <br />Table 1.5-2 <br />Table 1.5-2 <br />Ss = 1.392 -(Mapped) <br />S, = 0,495 (Mapped) <br />Table 1.5-1 <br />Site Class based on Geotechnical Report • <br />Site Class: D • Table 20.3-1 <br />Site Coefficient Fe = 1.02 Table 11.4-1 <br />Site Coefficient F„ = 1.81 Table 11,4-2 <br />Structural Systems: <br />Light framed walls with shear panels ::.. <br />All other structural systems • TL = 6 (Figs. 22-14 thru 22-17) <br />Response Modification Coefficient R = 6.5 .':.:.:::Table 12.2-1 <br />Overstrength Factor fLo = Table 12.2-1 <br />Defiection Amplification Factor Cd = 4 ;:.:` ::::: Table 12.2-1 <br />Basic Wind Speed: 100 mph •� <br />Exposure to Wind: Exposure B • Section 26.7.3 <br />Topographical Factor KZT = 1.00 <br />Date: 5/30/2023 <br />Page: 1-1.1 g <br />