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19011 Wood-Sno Road NE,Suite 100 <br /> F <br /> Woodinville,Wt1 98072-4436 <br /> Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> EhiCIK`dEER!{�.G <br /> Pacific Ridge Homes Revision Date: 111112021 <br /> Lennon (Elevations A & B) <br /> Criteria <br /> Code: 20181BC <br /> Allowable Stress Design(A5D) <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: I1—Other Structures - Table 1.5-1 <br /> Snow Importance Factor Is = 1.00 Table 1.5-2 <br /> Ice importance Factor-Thickness if = 1.00 Table 1.5-2 <br /> I Ice Importance Factor-Wind /W = 1.00 Table 1.5-2 <br /> Seismic Importance Factor le = 1,00 Table 1.5-2 <br /> i <br />(t <br />[ Spectral Response,Short Period SS = 1.500 (Mapped) <br /> i I Spectral Response, 1-s Period S t = 0.500 (Mapped) <br /> PP ) <br /> l <br /> I' Site Class assumed,no Geotechnical Report <br />° Site Class. _.__. ® Table 20.3-1 <br /> Site Coefficient Fe = 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 T r = B (Figs. 22-14 thru 22-17) <br /> t <br /> Response Modification Coefficient R = 6.5 Table 12.2-1 <br /> Overstrength Factor S2o = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> s <br /> Basle Wind Speed: 100 mph <br /> Exposure to Wind: Exposure B Section 28.7.3 <br /> I <br /> Topographical Factor Kzs= 1.00 <br /> Date. 3i3112022 <br /> Page: <br /> i <br />