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• <br /> WE91 • <br /> CoAst I 800 HOLLY DRIVE PHONE (425)347-E9S <br /> S:RUC ItJ^ I _.ur1E:20 FAX (425i34? Eta <br /> r7Gri=_€RINC,III_ VEPFTT ae::; enriaAcdwca.net <br /> STRUCTURAL CALCULATIONS <br /> virzooB CO G ? I x-5 <br /> 5 4- M'(1 , <br /> t,r�*u`ttter <br /> CTtim i,}t � fleitte") <br /> 4KZt03 <br /> )NAL. <br /> LXPIRIS Cos•13.200 <br /> NOT VALID WITNOt/T WET SIGNATURE <br /> Project Description: McCandless Addition <br /> Project Location; 9512 Holy Dr. <br /> Evi t01{,WA <br /> Project Number, W2153 <br /> Date: Fcebniary 7,2008 <br /> Design Wenn: <br /> Code: 2006 IBC ASCE 7.05 Sol Site Class"D" <br /> YWtd: 85 mph Allowable Bearing; 2000 psi <br /> Exposure, Passive Pressure: 300 pci <br /> Kz1 1.00 Active Pressure: 30 pd (unrestrained) <br /> Seismic Zone. Design Category D 60 Kt (restrained) <br /> Friction: ( ,) 0 35 <br /> Snow Load: 25 pst LL <br /> Root 15 pst DL <br /> Floor. 40 pst LL <br /> 10 pst DI. <br /> Project Y12153 Sheet No 1 217/2008 <br />