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Ltr. B. Murphy (B0308-026) <br />September 12, 2003 <br />Page 2 <br />i. Regarding Item No. 5 of the previous letter, provide structural calculations and resulting <br />detailing to address the following; <br />• Holdown anchor bolt requvement based on a moment ann of the distance from the <br />center of the bolt to the resultant of the stress distribution when the wood begins to <br />fail. <br />• Bending and shear in the reinforced concrete (wall and footing). <br />• Development of the dowels <br />Please prepare a response letter showing where each i[em in this correction letter is addressed on the <br />plan set. <br />Upon resubmutal of the drawings, your application will be given priority and plan review will <br />recommence. <br />All required submittals shall be of sufficient detail and contain sufficient information to ensure that the <br />proposed swcmre will be constncted in compliance with nll adopted codes. <br />� <br />Sincerely, � ,� <br />���,;�-�.; ,Lk. <br />1 <br />Steve hiiller <br />Associate Engineer <br />bF.DLPI.V('A.\IS IlRN11LiR�00:pv.0:� i�01) N1iSi \t:\NI.\E l'IG\Y pH� <br />Z"�L <br />