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19011 Wood-Sno Road NE,Suite 100 <br /> BrFILWoodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGINEE,RI G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1/11/2021 <br /> Unit Type 'C' <br /> Criteria <br /> Code: 2018 IBC <br /> Allowable Stress Design(ASD) i <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 Is = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness li = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind 1„, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor 18 = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period Ss = 1.392 .;:: (Mapped) <br /> Spectral Response, 1-s Period S4 = 0.495 (Mapped) <br /> Site Class based on Geotechnical Report <br /> Site Class: D Table 20.3-1 <br /> Site Coefficient Fa = 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 T� = 6 (Figs. 22-14 fhru 22-17) <br /> Response Modification Coefficient R = 6:5 Table 12.2-1 <br /> Overstrength Factor Qo = 3 :: ::::. : Table 12.2-1 <br /> Deflection Amplification Factor Cc, = 4.. �::...i Table 12.2-1 <br /> Basic Wind Speed: 100 mph • <br /> Exposure to Wind: Exposure s +►j Section 26.7.3 <br /> Topographical Factor KzT= 100 <br /> Date: 5/30/2023 <br /> Page: 1-1.1 C <br />