Laserfiche WebLink
19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> 111.11111.111111111 Phone:425-814-8448 <br /> ENGINEERItti G Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> • Hudson (Elevations A & B) <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: 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 i = 1.00 Table 1.5-2 <br /> Ice Importance Factor-Wind 1 K, = 1.00 Table 1.5-2 <br /> Seismic Importance Factor I e, = 1.00 Table 1.5-2 <br /> Spectral Response, Short Period Ss = 1.500 (Mapped) <br /> Spectral Response, 1-s Period S1 = 0.500 (Mapped) <br /> Site Class assumed,no Geotechnical Report V <br /> Site Class: D w 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 /> 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 S2p = 3 Table 12.2-1 <br /> Deflection Amplification Factor Cd = 4 Table 12.2-1 <br /> Basic Wind Speed: 100 mph _i <br /> Exposure to Wind: Exposure B �v Section 26.7.3 <br /> Topographical Factor Kz= 1.00 <br /> Date:6/20/2022 <br /> Page: L1.1 <br />