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� I <br /> STRUCTURAL <br /> 1. Please recalculate the latcral loads and revise thc resulting design with considerauon <br /> given to the following: <br /> a) The dead weight of the walls must be included when solving for W. <br /> b) The force per level should be obtained from EQ (30-12) when using the simplified <br /> method. <br /> c) A reliaUiliry/redundancy facror will apply ro the shear wall design loading (see <br /> section 1630.1.1. <br /> 2. If the shear wall design loading exceeds 350 IbsJR., 3 a members and sill plates will <br /> be reyuired per Tbl. 23-1I-1-1, footnote No. N3. <br /> 3. Please provide the anchoring requirements for the brick veneer. <br /> Prepare a response let[er showing where each item in this correction letter is addressed <br /> or the plan set. <br /> Upon submittal of the dnwings, your application will be given prioriry and plan review <br /> will recommence. <br /> � All required submittals shall be of sufficient detail and contain sufficient infonnation to <br /> ensure that the proposed structure will be constructed in compliance with all adopted <br /> codes. � <br /> Sincerely. Sincerely,I Y_ � I ' <br /> _� /,. <br /> ��l ��_ � v <br /> TonyK.ee Steve Miller, P.E. <br /> Associate Gngincer Associate Encineer <br /> \1'rMM)-1 X R.IMI i.l N H <br /> \ <br /> 3 � <br /> �� <br />