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BEN WILSON & ASSOCIATES <br />4205 148TH N.E. SU=TE 110 <br />SELLLVUE, WA. 98007 <br /><206) 881-6611 <br />S T R U C T U R A 1. C A L C U L A T I O N S <br />PROJECT: �t�y�� �,�EGK ¢,qn��k �CA1/i��•. %- / <br />-------------- DATE: _1..,3 3 � <br />LOCATION: �s/�'"'��i-" ,•,.a. __ BWA JOB NO:-�_!1_-- <br />---------------------- <br />BUILDING CODE:_ ��52� u,,� <br />------ ---------- ' <br />LOADS: <br />ROOF DEAD LOAD ��? PSF FLOOR DEAD LOAD = S�[7• PSF <br />ROOF LI'!E LOAD ='2 � PSF FLOOR LIVE LOAD � Sora • pSF <br />ROOF TOTAL LOAU� 4 2 PSF FLOOR TOTAL LOAD■ �.r'-�• PSF <br />OTHHR FLOOR LOADS: 2pRrLy�k�t -/p]r� r' <br />WIND LOADS: p=/���'�� pSF Ce= <br />CiQ■ Q6r =■ <br />SfiI51iIC LOADS: 2�.'�5 I� I•o iC� I•33 Cg..l4 W.2/7.2 KIPS . <br />RETAINING WALLS: �:+ PCF CECUZVALENT FLUID PRESSURE) <br />FOOTZNGB: paoil � %�> PSF IA�rrrr-���� <br />GEOTECHNICAL REPORT: ���UNE hVA�(.,pg�� DATEL: <br />NATERIAL ALLOWABLE STRESSES: <br />CONCRETE: 1. {'c■ 20� P32 <br />2• £'c= PSI <br />;2EINFORCING STEEL Fy a C�v KSI <br />Fa � KSI <br />STRUCTURAL STEEL ASTM ��pt� Fy■ KSI <br />Fa■ KSI <br />GL�JE-LAMINATED SEAMS COMB: Nm� gb. pgI <br />Fv■ pgI <br />�AWN LllMBER AS NOTED ON THE DRAWINGS OR IN THE GENER�� NO?ES. <br />PLYWOOD (ROOF): /loPlC ' <br />PLYWOOD <FLOOR>: N>P/F� <br />�:.:v�,�'r�.;��_ .,, ,.,... .,,.�,���,a.o.,�u,,.� __� . �...�„w� .b. <br />e ....,f,. �;r�..� �.a rA,M.... <br />