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19011 Wood-Sno Itoad NE,Suite 100 <br /> Woodinville,Wt198072-4436 <br /> �. <br /> Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> E NPINEE-RIN C <br /> Pacific Ridge Homes Revision ©ate: 1l1112021 <br /> Thelon (Elevations A & B) <br /> Criteria <br /> Code: 201818C <br /> Allowable Stress Design(ASD) _ <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: II-other Structures r Table 1.5-1 <br /> Snow Importance Factor Is = 1.00 Table 1.5-2 <br /> Ice importance Factor-Thickness 11 = 1.00 Table 1.5-2 <br /> Ice importance Factor-Wind 1,,, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor 1, = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period S s = 1.500 (Mapped) <br /> is Spectral Response, 1-s Period St = 0.600 (Mapped) <br /> C <br /> Site class assumed,no Geotechnical Report <br /> w Table 20.3-1 <br /> Site Class: D <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 /> I: <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 /> i Overstrength Factor Sdo = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> 100 mp.Basic Wind Speed;. _ . '_..-........ -............._.._—.- <br /> Exposure to Wind: Exposure B Section 26.7.3 <br /> ' Topographical Factor KZT= 1.00 <br /> t <br /> F <br /> Date: 416/2022 <br /> Page: I-1.1 <br /> r: <br /> f <br />