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BY]LI <br />E NGINEERIN G <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: 1/11/2021 <br />Unit Type 'B' <br />Criteria <br />Code: 201E IBC <br />Allowable Stress Design (ASD) <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 � Table 1.5-1 <br />is = 1.00 Table 1.5-2 <br />l; = 1.00 Table 1.5-2 <br />/W = 1.00 Table 1.5-2 <br />le = 1.00 Table 1.5-2 <br />Site Class based on Geotechnical Report <br />Site Class: D <br />Site Coefficient <br />Site Coefficient <br />Ss = 1.392 (Mapped) <br />S , = 0.495 (Mapped) <br />Table 20.3-1 <br />Fa = 1.02 Table 11.4-1 <br />F = 1.81 Table 11.4-2 <br />Structural Systems: <br />Light framed walls with shear panels <br />All other structural systems r <br />TL = 6 <br />Response Modification Coefficient <br />R = 6.5 <br />Overstrength Factor <br />S2o = 3 <br />Deflection Amplification Factor <br />Cd = 4 <br />Basic Wind Speed: <br />Exposure to Wind: <br />Topographical Factor <br />100 mph <br />Exposure 8 <br />KZT = 1.00 <br />(Figs. 22-14 thru 22-17) <br />Table 12.2-1 <br />Table 12.2-1 <br />Table 12.2-1 <br />Section 26.7.3 <br />Date: 5/30/2023 <br />Page: 1-1.1 g <br />