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19011 Wood-Sno Road NE,Suite 100 <br /> BYILWoodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGINEER.IN G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1/11/2021 <br /> Unit Type 'C' <br /> Criteria <br /> Code: 2018 18C <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: Il-Other Structures • Table 1.5-1 <br /> Snow Importance Factor Is = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness l i = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind 1, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor le = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period SS = 1.392...::. : (Mapped) <br /> Spectral Response, 1-s Period S, = d.495 `, ; (Mapped) <br /> Site Class based on Geotechnical Report !�j <br /> Site Class: a •; 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 Tt = 6, (Figs. 22-14 thru 22-17) <br /> Response Modification Coefficient R = 65`: `::::: : Table 12.2-1 <br /> Overstrength Factor Qo = 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 8 Section 26.7.3 <br /> Topographical Factor Kz, <br /> Date: 5/30/2023 <br /> Page: 1-1.1 C <br />