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BYE <br />E 1`XGI INElE,R1N 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 TN Revision Date: 1/11/2021 <br />Unit Type'C' <br />Criteria <br />Code: 2018 IBC <br />Seismic Design: <br />Wind Design: <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 />Site Class based on Geotechnical Report <br />Site Class: <br />Site Coefficient <br />Site Coefficient <br />Allowable Stress Design (ASD) • I <br />ASCE 7-16: 12.8 Equivalent Lateral Force Procedure <br />ASCE 7-16: Ch. 28 Envelope Procedure, Low Rise <br />II - other Structures <br />1 s = 1.00 <br />Table 1.5-2 <br />l; = 1,00 <br />Table 1.5-2 <br />1, = 1.00 <br />Table 1.5-2 <br />le = 1.00 <br />Table 1.5-2 <br />Ss = 1.392 (Mapped) <br />S 1 = 0.495 (Mapped) <br />w] Table 1.5-1 <br />• <br />p • ; Table 20.3-1 <br />Fe = 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 <br />TL = 6 <br />(Figs. 22-14 thru 22-17) <br />Response Modification Coefficient <br />R = 6.5 <br />Table 12.2-1 <br />Overstrength Factor <br />00 = 3 <br />Table 12.2-1 <br />Deflection Amplification Factor <br />Cd = 4 <br />Table 12.2-1 <br />Basic Wind Speed: <br />Exposure to Wind: <br />Topographical Factor <br />100 mph <br />Exposure B <br />KZ7 = 1.00 <br />• j Section 26.7.3 <br />Date: 5/30/2023 <br />Page: 1-1.1 C <br />