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19011 Wood-Sno hood NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> 12 Phone:425-814-8448 <br /> E N GI[�1 E E RII1 C Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Thelon (Elevations A & B) <br /> Criteria _ <br /> Code: 2018 IBC <br /> Allowable Stress Design(ASD) r <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 v Table 1.5-1 <br /> Snow Importance Factor 1S = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness 11 = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind l W = 1.00 Table 1.5-2 <br /> Seismic Importance Factor le = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period SS = 1.500 (Mapped) <br /> Spectral Response, 1-s Period S t = 0.500 (Mapped) <br /> Site Class assumed,no Geotechnical Report <br /> __.. _.._.... _ <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 shearpanels <br /> All other structural systems Tr. = 6 (Figs. 22-14 thru 22-17) <br /> Response Modification Coefficient R = 6.5 Table 12.2-1 <br /> Overstrength Factor Sto = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> Basic Wind Speed:. 100 mph <br /> I <br /> Exposure to Wind: Exposure B ® Section 26.7.3 <br /> I <br /> Topographical Factor Kz-f= 1.00 <br /> I <br /> l <br /> 6 <br /> F <br /> v ' <br /> V <br /> F Date:4/6/2022 <br /> r: <br /> I <br /> Page: L1.1 <br /> I <br />