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July 2s, 200G <br />��IcCann I;nginccring, Inc. <br />� �.�•,� - ��"' �>ic. .,. r.: <br />i:i'�atr:rr, n;i. �,czas_���i <br />�'nn.,c-.�rur��rr�t.u.��:�r,i�r;f:ftt��; ur��•rr�r: �a.si:;;-;n:. <br />l/I(7L117 P..1/C'(;I,\'.\' .Cli. (irnnil. msqumrda8'ti�ulinu.���n� <br />\VA. OR. ID. CO. Ul'. A7_. ND <br />C�SO� -�U7 <br />Mr. Garcia <br />Z51 I Manroc Avc. <br />1?vcrctt, WA 98203 <br />Subject: 2511 GvcrettA��c. <br />I�.��crctt, �VA <br />Gxisting Residcncc :�ddition <br />Shc:�r ��'all C'han�c <br />Mr. Garcia <br />��L� f�=����u"�� i��� <br />� aus u i �n�s �� ��� �� <br />� - � <br />CITY. �;r: <<, __ ,__ � <br />I <br />�.__ _ � <br />In accordancc ��ith ��our rcqucsL I ha��c rc�ic��cd thc structural calculations to <br />dclennine the structin�al implications of the wall length and orientation changes <br />as delincatcd in !hc attachccl sU�uctural c.ilcul<�tion shccls �;3� and f��?n. Shcct <br />!:22 is rc��isc�l, and shect t122A is nc���. <br />ns can he sccn, Uic oriiinal shcar �vall nailin�� �ti ill bc suf�licicnt althou��h it is �"�� <br />���crsU�csscd. A maxinwm iq„ o�crslress is allo��abla As tlircc uflhc hold <br />do���ns rcquircd arc in placc, thc onll' modilication nccdcd to Uic hold downs is <br />Ihc addition of an I IDZn rGrolitted hold down at thc cnd of thc diagonal �vall <br />nc�t to the enln� door. This hold down n��eds to be epoxied lo Ihc existing <br />liiundation �+all bclo���. Othcr than this, U rc arc no othcr structural chan,�cs. <br />If ��ou ha��c am� othcr qucstions or conccros. ��Ic��sr do not hcsitatc t� call. <br />fhank ��w. <br />Sincrrcl� <br />��tichacl P. McCann. I <br />I:n��inrrr uf Rccord <br />v e. .. -s <br />J '.- �! i <br />, /2�G <br />