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N <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone: 425-814-8448 <br />Fax: 425-821-2120 <br />Pacific Ridge Homes Revision Date: 1r11/2021 <br />Hudson (Elevations A & B) <br />Criteria <br />Code: 2018 IBC <br />Allowable Stress Design (ASD) V <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 />ASCE 7-16: 12.8 Equivalent Lateral Force Procedure <br />ASCE 7-16: Ch. 28 Envelope Procedure, Low Rise <br />It - Other Structures <br />Table 1.5-1 <br />Is = 1.00 <br />Table 1.5-2 <br />1 i = 1.00 <br />Table 1.5-2 <br />G = 1.00 <br />Table 1.5-2 <br />le = 1.00 <br />Table 1.5-2 <br />S s = 1.500 (Mapped) <br />S t = 0.500 (Mapped) <br />Site Class assumed, no Geotechnical Report 'r <br />Site Class: D <br />Site Coefficient Fa = 1.20 <br />Site Coefficient F, = 1.80 <br />Structural Systems: <br />Light framed walls with shear panels <br />All other structural systems Vf <br />Response Modification Coefficient <br />Overstrength Factor <br />Deflection Amplification Factor <br />Basic Wind Speed: <br />Exposure to Wind: <br />Topographical Factor <br />V Table 20.3-1 <br />Table 11.4-1 <br />Table 11.4-2 <br />T L = 6 <br />(Figs. 22-14 thru 22-17) <br />R = 6.5 <br />Table 12.2-1 <br />92o = 3 <br />Table 12.2-1 <br />C d = 4 <br />Table 12.2-1 <br />100mph <br />Exposure 8 Section 26. 7.3 <br />Kz-r = 1.00 <br />Date: 6/20/2022 <br />Page: L1.1 <br />