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4.24 If subfloor clearances cannot be 5.3 The proposed structure does not <br /> met and installed over an existing conform with the conventional <br /> slab, a two-ply built-up asphalt construction requirements of UBC <br /> membrane or an approved Section 2320. Therefore, a licensed <br /> equivalent will be required or all California designer is required to <br /> floor structure members, including prepare, stamp and sign structural <br /> subfloor,shall be pressure-treated. calculations and all drawings that <br /> pertain to the engineered design. <br /> 5. FRAMING PLANS AND Where allowable shear exceeds 350 <br /> SECTIONS plf,foundation sill plates and all <br /> Provide calculations for main framing members receiving edge <br /> to!�' vertical and horizontal framing nailing from abutting panels shall <br /> members and post footings. be a single 3F inch member. <br /> Calculations shall be accompanied UBC Table 23-11-1.1 aannndd22. <br /> by a plan drawing showing location �� R / ' <br /> beams. UBC Sectio 106.3.1-5. 5.5 Where the total design shear does <br /> �gs. �1/8�<17-6f 5 -inchnot exceed 600 plf, a single 2 <br /> Provide calculations for lateral nominal sill plate may be used <br /> loads, shear panels, and shear provided anchor bolts are designed <br /> transfer. Section 106.3.1-5. Wind for 50 percent of allowable and 2 <br /> loading shall be based on a inch x 2 inch x 3/16 inch steel plate <br /> minimum of 75 m.p.h.,qs=14.5 psf, washers are used. <br /> and exposure B or C. Calculations <br /> shall be accompanied by a plan 5.6 Detail all post to beam and post to <br /> drawing showing location of shear footing connections and reference <br /> walls. Specify shear wall length and the detail to the plan. UBC Section <br /> hold-down location on the plans. 2314. <br /> Show hold-down details with bolt <br /> type and embedment per <br /> manufacturer's specifications. <br /> FL.FSS <br /> 9 <br />