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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 <br />Unit Type V <br />Revision Date: 1/11/2021 <br />Criteria <br />Code: <br />2018 IBC <br />Allowable Stress Design (ASD) <br />J <br />Seismic Design: <br />ASCE 7-16: 12.8 Equivalent Lateral Force Procedure <br />Wind Design: <br />ASCE 7-16: Ch. 28 Envelope Procedure, Low Rise <br />Risk Category: <br />II - other Structures !� Table 1.5-1 <br />Snow Importance Factor <br />is = 1.00 Table 1.5-2 <br />Ice Importance Factor - Thickness <br />l; = 1.00 Table 1.5-2 <br />Ice Importance Factor - Wind <br />1, = 1.00 Table 1.5-2 <br />Seismic Importance Factor <br />le = 1.00 Table 1.5-2 <br />Spectral Response, Short Period <br />Spectral Response, 1-s Period <br />Site Class based on Geotechnical Report <br />Site Class: <br />Site Coefficient <br />Site Coefficient <br />S S = 1.392 (Mapped) <br />St = 0.495 (Mapped) <br />D <br />Fa = 1.02 Table 11.4-1 <br />F , = 1.81 Table 114-2 <br />• Table 20.3-1 <br />Structural Systems: <br />Light framed wells with shear panels <br />All ather structural systems V TL = 6 (Figs. 22-14 fhru 22-17) <br />Response Modification Coefficient R = 6:5:::.:.`: Table 12.2-1 <br />Overstrength Factor f2o = 3 Table 12.2-1 <br />Deflection Amplification Factor Cd = 4 Table 12.2-1 <br />Basic Wind Speed; 100 mph <br />Exposure to Wind: Exposure B 1wSection 26.7.3 <br />Topographical Factor KzT = 1.00 <br />Date: 5/30/2023 <br />Page: L1.1 13 <br />