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BTL <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:125 811 8118 <br /> E NGINEERII\G Fax:425-821-2120 <br /> Calvary Baptist Church Revision Date: 4/10/2023 <br /> Criteria <br /> Code: 2018 IBC • <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 /> Risk Category: III-Other Structures V Table 1.5-1 <br /> Snow Importance Factor is = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Thickness l; = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind lK, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor /9 = 1.00 Table 1.5-2 <br /> —- 5 2 'fu l.-Lo ,IN <br /> Spectral Response, Short Period S s 1.256 (Mapped) pc-3 <br /> Spectral Response, 1-s Period S1 = 0.445 (Mapped) <br /> site Class assumed,no Geotechnical Report v I <br /> Site Class: D v 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 /> All other structural systems V T L = 6 (Figs. 22-14 thru 22-17) <br /> Response Modification Coefficient R = 3.5 Table 12.2-1 <br /> Overstrength Factor S2o = Table 12.2-1 <br /> Deflection Amplification Factor Cd = 3.5 Table 12.2-1 <br /> Basic Wind Speed: 110mph • <br /> Exposure to Wind: Exposure B V 1 Section 26.7.3 <br /> Topographical Factor KZT= 1.00 <br /> Date: 4/11/2023 <br /> Page: oC- a <br />