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Structural Designs <br /> 41 E I IS,", Ave NE Kirkland, N'1 A 9SO")3 <br /> photic (4 3;5) 576-0106 <br /> entail: strdesigns(u`msii.Cottl C l 5 j D- <br /> 1 <br /> STRUCTURAL CALCULATIONS `1 <br /> for <br /> Vanderwilt Residence Revisions <br /> 5112 Delaware Ave <br /> Everett, WA 98203 <br /> September 2015 <br /> Project # 15028 <br /> 1 <br /> 6d-kw <br /> � 1 <br /> I <br /> J� <br /> Design Criteria <br /> 2012 IE3C (Using ASCE 7-10 for seismic and wind loads) <br /> Wind'. Envelope Procedure (Chap 28) <br /> 110 m.p.h. wind speed, Iw=1 .0, Exp. B, Kzt=1 .0 <br /> Seismic: Simplified Alt. Structural Design Criteria (Section 12.14) <br /> SDs=0.915 R=6.5, Site Class D <br /> Roof LL= 25 psf (snow) Roof DL=15 psf <br /> Floor LL= 40 psf Floor DL=10 psf <br /> Design responsibility covers only those items specifically addressed in <br /> these calculations. <br />