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BTE <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,TWA 98072-4436 <br /> Phone:425-814-8448 <br /> R U. C; Fa-,:425-821-2120 <br /> Linton Remodel Revision Date: 1/23/2023 <br /> 23-664-18 <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: tl-Other Structures . Table 1,54 <br /> Snow Importance Factor IS = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness /; = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind 1, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor le = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period Ss = 1,243 (Mapped) <br /> Spectral Response, 1-s Period St = 0.441 (Mapped) <br /> Site Class assumed,no Geotechnical Report V 1 <br /> Site Class: D Table 20.3-1 <br /> Site Coefficient Fa = 1.20 Table 11.4-1 <br /> Site Coefficient F = 1.86 Table 11.4-2 <br /> Structural Systems: <br /> Light framed walls with shear panels <br /> All other structural systems I TL = 6 (Figs_ 22-14 thru 22-17) <br /> Response Modification Coefficient R = 6.5 Table 12.2-1 <br /> Overstrength Factor no = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12-2-1 <br /> .............. <br /> Basic Wind Speed: 100 mph <br /> Exposure to Wind: Exposure C . Section 26.7.3 <br /> Topographical Factor KZT= 1.00 <br /> Date: 11/8/2023 <br /> Page: L1.1 <br />