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Ltr. P.Newland <br /> July 14, 2005 <br /> Page 2 <br /> S'TRUC7'URAL <br /> 1. Please provide calculations to verify the structural integrity o( the existing cmu wall <br /> (Grid H) addressing thc proposal of cutting a 24' wide by '! height opening. Is the <br /> resulting cmu lintel capable of supporting the existing roof beam? Is the remaining <br /> wall capable of laterally supporting both existing and new buildings? <br /> 2. Please provide calculaiions and required revisions to address the pilasters and footings <br /> that support the roof beams at Grid H. Assuming the proposed configuration is to be <br /> maintained, the design must address the moment induced by footing eccentricity. <br /> I'lease preparc a response Ictter showing whcrc each item in this correction Ietter is addressed <br /> on thc plan set. <br /> Upon resubmittal of the drawings, your application will be given prioriry and plan review will <br /> recommencc. <br /> All required submi�tais shall be of sufGcient detail and coutain sufficient infomiation to ensure <br /> that die proposc �Iructure will be conswcted in compliancc with all adopied codes. <br /> Sincercly, / �'1,� � <br /> ��� <br /> /� <br /> Stevc Millcr <br /> Associatc Lnginccr <br /> ��Z <br /> Pllll 1'L6CAMSiF�\fll.l LN Iwt511fi.0J5 d OIC <br />