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.� <br />—_ �AT�RAL AND VGRTICAL LUAD CALCULATIOfVS <br />FOR: �J�-�i �,Hs�✓J _ PROJLCT //: <br />3�/Z_yy�-�;._ ---- -- - ---- _ ��_ _ <br />PROJE T:✓U�� �� 9�ZfJ� <br />SITE ADDRESS: 5�,� <br />SUMMARY <br />Venical and laterel loacls were analyzed on �Le subject building �xt �he 1997 UBC ('9l NDS) rcquiremcnts. '[Le <br />foilowing pa[ameters v!ett used for design based �n the site el�aacterisiics: <br />i <br />h <br />f .� � <br />Ba�ic Wind Speed: <br />Wind Exposure: <br />Seismic Zone: <br />Snow Load: <br />Floor Live Load: <br />Deck Live L.aad: <br />Roof Type: ' <br />Estimated RnoF ��t: <br />Soil Type'. <br />Soil Hearing Capacity: <br />Soil Fquivalen( Fluid Weigtu: <br />80 MPH <br />B <br />3 <br />ZOPSF (�'E!� S��i.1 ME7�oc0� <br />40 PSF <br />40 PSF <br />('omposi�ion <br />�OPSF (foul, includes insulation and ceiling <br />weigUt). <br />G �w�andy Loam <br />?(�70 PSE Q I8" Incliu deptl� <br />N/A – — ----- - <br />