Laserfiche WebLink
.� <br />A <br />Chopelas & Associates, Inc. <br />Engineering & L�esign Sern�rces <br />3611 168`�' St. NG, Suite �� <br />Arlington, WA 98223 <br />(360)653-4615 i'AX:(3G0)651-2085 <br />Septembcr 3, 2010 <br />.lanet Tracy <br />2411 1-larrison Ave <br />G��crctt WA 98201 <br />B�uoR-c�5 <br />��I �ti Cv��tr l e f�t� cN�1J <br />Subject: Structural anah�sis for the proposcd carpori at thc above address <br />l�he lateral and vcrtical loads ���crc anal}'zcd for thc subject carpori according to the reyuirements <br />of thc 2009 Intcmational 13uilding Codc. Thc follo�ving dcsign conditions for thc analysis are <br />bascd on thc site conditions or according to the minimum codc requircmcnts: <br />Soil bcaring Capacity: <br />llcsign Sno��� load: <br />Plour livc load: <br />Roof lypc/�vcighL• <br />13asic wind Spccd: <br />�Vind L'xposurc�lmportance: <br />Scismic Sitc Class: <br />z000 Psr <br />25 PSI� <br />40 PSP (slab-on-gradc) <br />Composit.ion/10 PSF <br />85 MPH <br />B/ 1��=1.0 <br />D <br />Ail tlic latcrai loads braccd by thc kncc braccs on thc columns as slio��m on the plans. <br />If �ou ha��c any qucslions or arc in necd of lurther assistancc plcase fcll frcc to call. <br />Pctcr Chupclas PB <br />