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BYIL <br />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 />Revision Date: 1/11/2021 <br />Unit Type 'C' <br />Criteria <br />Code: <br />2018 18C <br />Allowable Stress Design (ASD) • I <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 />11- Other Structures <br />• Table 1.5-1 <br />Snow Importance Factor <br />Is = 1.00 <br />Table 1.5-2 <br />Ice Importance Factor - Thickness <br />l i = 1.00 <br />Table 1.5-2 <br />Ice Importance Factor - Wind <br />1, = 1.00 <br />Table 1.5-2 <br />Seismic Importance Factor <br />le = 1.00 <br />Table 1.5-2 <br />Spectral Response, Short Period <br />SS = 1.392,:::.: <br />(Mapped) <br />Spectral Response, 1-s Period <br />S, = d.495 `, <br />; (Mapped) <br />Site Class based on Geotechnical Report <br />!� j <br />Site Class: <br />a <br />• ; Table 20.3-1 <br />Site Coefficient <br />Fa = 1.02 <br />Table 11.4-1 <br />Site Coefficient <br />F = 1.81 <br />Table 11.4-2 <br />Structural Systems: <br />Light framed walls with shear panels <br />All other structural systems <br />TL = 6 <br />(Figs. 22-14 thru 22-17) <br />Response Modification Coefficient <br />R = 65 `:`i:::::: <br />Table 12.2-1 <br />Overstrength Factor <br />Qo = 3`:::;,:::;:`..: <br />Table 12.2-1 <br />Deflection Amplification Factor <br />C d = 4 ` .:. `::: <br />Table 12.2-1 <br />Basic Wind Speed: <br />Exposure to Wind: <br />Topographical Factor <br />100 mph <br />Exposure B <br />�I <br />Section 26.7.3 <br />Date: 5/30/2023 <br />Page: 1-1.1 C <br />