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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 IBC <br />Owl <br />Allowable Stress Design (ASD) W <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 <br />w1 Table 1.5-1 <br />Snow Importance Factor <br />Is = 1.00 <br />Table 1.5-2 <br />Ice Importance Factor -Thickness <br />li = 1.00 <br />Table 1.5-2 <br />Ice Importance Factor - Wind <br />I w = 1.00 <br />Table 1.5-2 <br />Seismic Importance Factor <br />/e = 1.00 <br />Table 1.5-2 <br />Spectral Response, Short Period <br />Ss = 1.392 <br />=r (Mapped) <br />Spectral Response, 1-s Period <br />S, = 0.495 <br />(Mapped) <br />Site Class based on Geotechnical Report <br />Site Class: <br />o <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 />Lightframed walls with'shearpanels <br />All other structural. systems <br />Response Modification Coefficient <br />Overstrength Factor <br />Deflection Amplification Factor <br />TL = 6 <br />(Figs. 22-14 thru 22-17) <br />R = 65 <br />Table 12.2-1 <br />00 = 3'< <br />Table 12.2-1 <br />Cd = 4 <br />Table 12.2-1 <br />Basic Wind Speed: 100 mph <br />Exposure to Wind: <br />Topographical Factor <br />Exposure B <br />Kn= 1.00 <br />�I <br />- Section 26.7.3 <br />Date: 5/30/2023 <br />Page: 1-1.1 C <br />