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BY <br /> r-; 19011 Woad-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGINEERIN.0 Fam 425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Lennon (Elevations A & B) <br /> Criteria <br /> Code: 2018 JBC • <br /> Allowable Stress Design(ASD) w <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 w Table 1.5-1 <br /> Snow Importance Factor IS = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness 1 i = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind i , = 1.00 Table 1.5-2 <br /> Seismic Importance Factor 1, = 1.00 Table 1.5-2 <br /> Spectra(Response,Short Period SS = 1.500 (Mapped) <br /> Spectral Response, 1-s Period S, = 0.500 (Mapped) <br /> Site Class assumed,no Geotechnical Report <br /> Site Class: D 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 /> Dverstrength Factor S2o = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> Basic Wind Speed: 100 mph <br /> Exposure to Wind: Exposure a Section 26.7.3 <br /> Topographical Factor Kz-r= 1.00 <br /> Date:3/31/2022 <br /> Page: 1-1.1 <br />