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5herman En9ineerin9� lnc. <br />3/ 5/ N� Sandy Blvd. ,Ste. l 00, Port lanG, OR 97232 <br />MEMORANDUM <br />TO: Mr. I)cmitri Pi�sul <br />(503) 780-G514 <br />DAT[: Jimc 4, 2012 <br />FROM: Uon P Shcrman, PC <br />rincipnl <br />RE: 7-l:lcvnn flVAC support <br />I R 16 112'�' SI. � <br />livcrcit. 1Vashingtun 9R208 <br />miZo�-od� <br />(5031 ?_30-8�76 P/r <br />(503J 226-4745 F�x <br />NOTE: —�_ -- --- - -- -- <br />'l his mcmo is to intiirm pou of our rccommcndation ibr supporling thc proposed <br />ncw roof to�i units. Nc undcrstand thcy are approximatcly R75 Ibs induding the <br />�icccstiorics and curh. 1Vc �dso undcrstand thcy will bc placed approximntcly 10'- <br />0" olt thc rcar wuil ovcr ihc cxisting roof trusses. <br />Nc h�vc providcd �,u! analysis of thc Irusscs nnd chcckcd thc scismic loading. <br />I hc proposcd sizc and location of rouf top units can hc supporteJ ancl shown by <br />thc cxisting roof system. <br />If �'�ni hacr ,my yucstiun plcas� cnn�,rcl us. <br />(:(;: I�ilc-I'i��u� Ilbllal_'.tlnr <br />