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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NCI N E E RIN G Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1%11/2021 <br /> Hinson (Elevations A & B) <br /> Criteria <br /> Code: 2018 IBC <br /> Allowable Stress Design(ASD) V <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: It-other structures Table 1.5-1 <br /> Snow Importance Factor IS = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness Ii = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind 1 W = 1.00 Table 1.5-2 <br /> Seismic Importance Factor 1, = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period SS = 1.500 (Mapped) <br /> Spectral Response, 1-s Period St = 0.500 (Mapped) <br /> Site Class assumed,no Geotechnicai Report <br /> Site Class: D v Table 20.3-1 <br /> Site Coefficient Fa = 1.20 Table 11.4-1 <br /> Site Coefficient F, = 1.80 Table 11.4-2 <br /> Structural Systems: <br /> Light framed walls with shear panels <br /> All other structural systems • TL = 6 (Figs. 22-14 thru 22-17) <br /> Response Modification Coefficient R = 6.5 Table 12.2-1 <br /> Overstrength Factor 92o = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> Basic Wind Speed: 100 mph E I <br /> Exposure to Wind: Exposure 8 Section 26.7.3 <br /> Topographical Factor Kz-r= 1.00 <br /> Date: 6/20/2022 <br /> Page: L1.1 <br />