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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E N CI N EE RIlti.G Fax:425-$21-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Lennon (Elevations A & B) <br /> Criteria _ <br /> Code: 20181BC �► <br /> Allowable Stress Design(ASD) e <br /> Seismic Design: ASCE 746: 12.8 Equivalent Lateral Force Procedure <br /> Wind Design: ASCE 746:Ch.28 Envelope Procedure, Low Rise <br /> Risk Category: 11-otherstructures Table 1.5-1 <br /> Snow Importance Factor 1S = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness l; = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind 1„, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor l' = 1.00 Table 1.5-2 <br /> Spectral Response,Short Period Ss = 1.500 (Mapped) <br /> Spectral Response, 1-s Period S 1 = 0.500 (Mapped) <br /> Site Class assumed,no Geotechnical Report V <br /> Site Class: D + 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 Tz = S (Figs. 22-14 thru 22-17) <br /> Response Modification Coefficient R = 6.5 Table 12.2-1 <br /> Overstrength Factor no = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> Basic wind Speed: loo mph 1 <br /> Exposure to Wind: Exposure B Section 26.7.3 <br /> Topographical Factor KzT= 1.00 <br /> Date: 3/31/2022 <br /> Page: L1.1 <br />