Laserfiche WebLink
19011 Wood-Sno Road NE, Suite 100 <br />BrFILWoodinville, WA 98072-4436 <br />Phone: 425-814-8448 <br />ENGINEE,RI G Fax: 425-821-2120 <br />Benton Square TH Revision Date: 1/11/2021 <br />Unit Type 'C' <br />Criteria <br />Code: 2018 IBC <br />Allowable Stress Design (ASD) i <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: !I - Other structures <br />Snow Importance Factor Is = 1.00 <br />Ice Importance Factor - Thickness 1i = 1.00 <br />Ice Importance Factor - Wind !„ = 1.00 <br />Seismic Importance Factor 18 = 1.00 <br />Spectral Response, Short Period <br />Spectral Response, 1-s Period <br />Site Class based on Geotechnical Report <br />Site Class: <br />Site Coefficient <br />Site Coefficient <br />w] Table 1.5-1 <br />Table 1.5-2 <br />Table 1.5-2 <br />Table 1.5-2 <br />Table 1.5-2 <br />Ss = 1.392 .;:: <br />(Mapped) <br />S 4 = 0.495 :` ':.:: <br />(Mapped) <br />D <br />Table 20.3-1 <br />Fa = 1.02 <br />Table 11.4-1 <br />F„ = 1.81 <br />Table 11.4-2 <br />Structural Systems: <br />Light framed walls with shear panels <br />All other structural systems T� = 6 (Figs. 22-14 fhru 22-17) <br />Response Modification Coefficient R = 6.6 Table 12.2-1 <br />Overstrength Factor Qo = 3 ::::::.: Table 12.2-1 <br />Deflection Amplification Factor Cc, = 4::.:::.:::: Table 12.2-1 <br />Basic Wind Speed: 100 mph • <br />Exposure to Wind: Exposure s +► j Section 26.7.3 <br />Topographical Factor KzT= 100 <br />Date: 5/30/2023 <br />Page: 1-1.1 C <br />