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19011 Wood-Sno Road NE,Suite 100 <br /> BF�F`]L Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGINEERII`G 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: II-Other Structures Table 1.5-1 <br /> Snow Importance Factor 1S = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness l; = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind 1, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor 1e = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period SS = 1.392 -(Mapped) <br /> Spectral Response, 1-s Period S t = 0,495 (Mapped) <br /> Site Class based on Geotechnical Report <br /> Site Class: D 1W. 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 Kx = 1:Ot7 <br /> Date: 5/30/2023 <br /> Page: L1.1 <br />