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B <br /> irL 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E]`7GI[`7EERIi\G Fax:425-821-2120 <br /> Sage Homes Revision Date: 1/11/2021 <br /> Harbors Edge TH - 4-Piex (Units 6-9) <br /> Criteria <br /> Code: 2018 IBC <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 v Table 1.5-1 <br /> Snow Importance Factor Is = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness I, = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind I W = 1.00 Table 1.5-2 <br /> Seismic Importance Factor I e = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period S. = 1.383 (Mapped) <br /> Spectral Response, 1-s Period S1 = 0.491 (Mapped) <br /> Site Class based on Geotechnical Report <br /> Site Class: D v Table 20.3-1 <br /> Site Coefficient Fa = 1.02 Table 11.4-1 <br /> Site Coefficient F, = 1.81 Table 11.4-2 <br /> Structural Systems: <br /> Light framed walls with shear panels <br /> All other structural systems V TL = 6 (Figs. 22-14 thru 22-17) <br /> Response Modification Coefficient R = 6.5 Table 12.2-1 <br /> Overstrength Factor S20 = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> Basic Wind Speed: 100 mph V <br /> Exposure to Wind: Exposure c _ I Section 26.7.3 <br /> Topographical Factor = 1.00 <br /> Date: 5/16/2023 <br /> Page: L1.1 <br />