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i <br />e <br />A <br />t <br />1 <br />k <br />October 7, 1993 <br />Page 2 of 3 <br />�'�j 2. Please provide structurai calculations stamped by a licensed structural engineer for <br />�� all framing systems. <br />✓A. It appears that the central crawl space floor beam will fail in horizontal shear. <br />The calculations sub�7it.� do not indicate the maximum beam span, <br />inc�rrectly indicate the tributary floor load, incorre�fly indicate the lumber <br />grade and shear valves and the second floor bearing wall load was not <br />consid�red in the calculations. <br />A70T%� B. The stairs do not have adequate support at the top or bottom. <br />�/C. Two grades of flor:r Wsses are shown for similaz spans. <br />D. A 24' span girder truss is being used to support a floor load for the deck <br />area. Although this is not an impossible condition, it is not a normal <br />framing procedure. <br />E. 1'he foundation detail shown depends upon ezpansion bolts to transfer lateral <br />loads into the foundation. Refer to Sec. 2337(b). <br />1�i07� 3. Indicate fan sizes on plans. <br />✓4. Indicate smoke detectors per Sec. 1210. <br />�Q(� 5. Indicate hearth extension per Sec. 3705(b). <br />�� 6. Indicate fumace pmtection and instailation per U.M.C. Sec. 508. <br />�7. Indicatc compliance with Sections 3306(b), 3306(c), 3306(i). <br />s <br />� ti0'jj!�� Provide evidence of compliance with Sections 3205 a), 3205(c), <br />; 320�(a), 320�), 320�. <br />: �� <br />In order for the �rocessing of your application to continue, it will be necessary to <br />provide the Buildmg Division with two complete new sets of drawings reflecting the <br />conec6ons request,�. <br />Upon msubmittal of the drawings, your application will be given priority and plan <br />review will recommence. <br />