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Mr— t".. <br />l <br />1 <br />IG 1'�TGI[`�iEE1�II� C <br />19011 Wood-Sno rtoad NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone: 425-814-8448 <br />Fax: 425-821-2120 <br />Pacific Ridge Homes <br />Thelon (Elevations A & B) <br />Revision Date: 1/11/2021 <br />Criteria <br />_ <br />Code: <br />2018lac <br />Allowable Stress Design (ASD) <br />Seismic Design: <br />ASCE 7-16: 12.8 Equivalent Lateral Force Procedure <br />Wind Design: <br />ASCE 7-% Ch. 28 Envelope Procedure, Low Rise <br />Risk Category: <br />II - Other Structures ® Table 1.5-1 <br />Snow Importance Factor <br />l s = 1.00 Table 1.5-2 <br />Ice Importance Factor - Thickness <br />11 = 1,00 Table 1.5.2 <br />Ice Importance Factor - Wind <br />1, = 1.00 Table 1.5-2 <br />Seismic Importance Factor <br />1e = 1.00 Table 1.5-2 <br />Spectral Response, Short Period <br />Spectral Response, 1-s Period <br />Site Class assumed, no Geotechnical Report <br />Site Class: D <br />Site Coefficient <br />Site Coefficient <br />Structural Systems: <br />Light framed walls with shear panels <br />All other structural systems <br />Response Modification Coefficient <br />Overstrength Factor <br />Deflection Amplification Factor <br />Basic Wind Speed:. <br />Exposure to Wind: <br />Topographical Factor <br />Ss = 1.500 (Mapped) <br />S , = 0.500 (Mapped) <br />• <br />Table 20.3-1 <br />F, = 1.20 Table 11.4-1 <br />F„ = 1.80 Table 11.4-2 <br />TL=6 <br />R=6.5 <br />00 3 <br />Cd = 4 <br />100 mph <br />Exposure B <br />Kz= 1.00 <br />(Figs. 22-14 thru 22-17) <br />Table 12.2-1 <br />Table 12.2-1 <br />Table 12.2-1 <br />IV-1 <br />v I Section 26.7.3 <br />Date: 4/6/2022 <br />Wage: L1.1 <br />