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resubmittal. <br />Page 4 of 4 <br />Provide structural calculations and drawings, stamped and signed by a California licen--J <br />architect or registered civil engineer for: <br />-Canepy <br />Trash Enclosure <br />Any other structural item such as light standards. <br />Show compliance with Sections 705.5,705.6,& 705.11 for the wall at the North side of the proposed1 <br />See red marks on the following sheets of drawing; All A2.2, A2.4, A6.1, A6.2, A7.2, A9.2, S 1, S-2, SD- <br />1 & SD-2. Please see the revised Sheets SD-1 and SD-2. No change to S-2/ <br />Provide a curb at the West side of the building between parking area and the walkway to the <br />building entrance or continuous detectable warning per section 1133B.8.5 or an alternative mean <br />to comply with the 2010 CBC. As we discussed in our last meeting, we have shown Bollards in <br />lieu of a curb as a detectable warning for the disabled. Please see sheets, Al.1 and A2.2. <br />The roof truss # B04 shall be checked for shear value of V= 6 Kips per structural roof framing <br />plan. Also, the Trusses shop drawing shall be re-stamped by the truss designer since the <br />engineer's stamp will expired on 03/31/13. The shear value for the truss in question is V=6 Kips. <br />See new truss calculations submitted herewith.