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i <br /> i5. The existing building was permitted around 1958, the proposed <br /> remodel will not reduce the lateral integrity of the existing building, on <br /> the contrary it will strengthen the building for both lateral and gravity <br /> J orces. In regards to detail 6S 1 a rationale analysis was done to calculate <br /> the uplift capacity using the shear cone capacity. Please see attached <br /> calculations for uplift and the shear cone capacity. <br /> Please feel free to give us a call if you have any questions. <br /> �O Y S,q�° <br /> Best Regards, , <br /> �� 32 <br /> 69 �q C <br /> GIs <br /> Khal.ed Y. Sabra, P.E. <br /> A <br /> SA,BCO CONSULTING ENGINEERS INC. <br /> 1132234 TH. DRIVE S.E. EVERETT, WASHINGTON 98208 TEL(425)338 0342 <br />