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s <br />� <br />c�o� & a�o�ae� <br />Engineering & Design Services <br />3611 168'� St. NE, Suite D <br />Arlington, WA 98223 <br />(360) 653-4615; FAX: (360) 651-2085 <br />i <br />LATERAL AND VERTICAL LOAD CALCULATIONS � <br />FOR: gp(LQ�p �F�, O�NC� PROJECT a: !�� � 052 .S/Z <br />PROJECT: S�6 �F 2.stoa•i �otrrtnN 'r Wtcks� -r 2'�3 sc avrt� <br />SITEADDRESS: ��� �,��SiOE ��� <br />�c� 6C�-bti W� °J Q1b Z <br />i TJ ��F�� <br />Venical and Iaterel loads v,ere analyzcd on the subject building per �he 1997 UBC ('9I NDS) requiremrn[s. 7te <br />following �aramere[s were used Cor desip�n based ou tLe site characteris[ics: <br />. Basic Wind Spad: <br />Wind Ezposurc: <br />Seismic Zone: <br />Snow Load: <br />Floor Live Load: <br />Deck Live Load: <br />Roof Type: <br />Estimared Roof w�t: <br />Soil T}�x;: <br />Soil f3caring Capacity: <br />Soil Equivalcnt Pluid WcighC <br />::�r,�. <br />---•..._ ^ _,._ <br />_ __. �,.-, � <br />80 MPH <br />B <br />3 <br />25 PSF <br />40 PSF <br />40 PSF <br />Composition <br />15 PSF (Total, inctudes insulacion and ceiling <br />weight). <br />Sand}• Loam <br />1600 PSF C 18"Inchcsdeptli <br />N/A PCF <br />��22103 <br />� <br />