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19011 Wood-Sno Road NR,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> µ. Phone;425-814-8448 <br /> E NCINEF—RI1`:. Fax;425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Lennon (Elevations A & B) <br /> Criteria _ <br /> Code: 2018IBC <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 _ • Table 1.5-1 <br /> Snow Importance Factor is = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness l I = 1.00 Table 1.5-2 <br /> Ice importance Factor-Wind 1W = 1.00 Table 1.5-2 <br /> Seismic Importance Factor 1, = 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 /> i <br /> i <br /> F <br /> f <br /> Site Class assumed,no Geotechnical Report <br /> Site Class: <br /> p . Table 20.3-1 <br /> I Site Coefficient Fe = 1.20 Table 11.4-1 <br /> Site Coefficient F„ = 1.80 Table 11.4-2 <br /> Structural Systems: <br /> F Light framed walls with shear panels <br /> All other structural systems (®� TL = 6 (Figs. 22-14 that 22-17) <br /> Response Modification Coefficient R = 6.6 Table 12.2-1 <br /> Qverstrength Factor Szo = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> Basic Wind Speed: 100 mph U <br /> Exposure to Wind: Exposure 0 �� Section 26.7.3 <br /> Topographical Factor Kz= 1.00 <br /> Date: 3/31/2022 <br /> Page: L1.1 <br />