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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98472-4436 <br /> � :. <br /> Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Thelon (Elevations A & B) <br /> Criteria <br /> Code: 2016 iec <br /> Allowable Stress Design(ASD) V <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 /> Disk Category: 11-Other Structures _ ® Table 1.5-1 <br /> Snow importance Factor is = 1.00 Table 1.6-2 <br /> Ice Importance Factor-Thickness 1, = 1.00 Table 1.&2 <br /> Ice Importance Factor-Wind 1, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor /e = 1.00 Table 1.5-2 <br /> Spectral Response,Short Period Ss _ 1.500 (Mapped) <br /> Spectral Response, 1-s Period S, = 0.500 (Mapped) <br /> Site Class assumed,no Geotechnical Report <br /> - - ........- _ <br /> Site Class: D ♦ Table 20.3-1 <br /> Site Coefficient Fa = 1.20 Table 11.4-1 <br /> Site Coefficient F,, = 1,80 Table 11.4-2 <br /> i <br /> f <br /> f <br /> I <br /> Structural Systems: <br /> Light framed walls with shear panels <br /> All other structural systems _ T, = 6 (Figs. 22-14 thru 22-17) <br /> Response Modification Coefficient R = 6.5 Table 12.2-1 <br /> Overstrength Factor Sap = 3 Table 12.2-1 <br /> Deflection Amplification Factor C d = 4 Table 12.2-1 <br /> i <br />` Basic Wind Speed:. 100 mp h <br /> G <br /> i Exposure to Wind: Exposure B U Section 26.7.3 <br /> Topographical Factor Kzr= 1.00 <br /> i <br /> 1 Date: 4/6/2022 <br /> Page: 1-1,1 <br /> 4 <br />