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Project Aovent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 <br /> Model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> By EOS tL NASHVILLE,TN Date 9/27/18 <br /> CODES: 2017 Florida Building Code, 6th Edition-Wind Loads per provisions of ASCE 7-10 <br /> AISC Steel Construction Manual, 14th Edition <br /> ACI 318-14, Building Code Requirements for Structural Concrete <br /> SIGN DIMENSIONS: <br /> Sign Sign Distance <br /> Length, B Depth, s to Column,e <br /> 6.59 ft. 15 ft. 3.15 ft. <br /> Overall Column Soil Backfill <br /> Height, h Height,c Above Caisson, D <br /> is is ft. 1 ft. <br /> MAIN COLUMN SECTION PROPERTIES: <br /> Section: Pipe6XXS COMPACTSECTION <br /> Fy = 35 ksi E= 29000 ksi C= 42.83 in 3 <br /> A= 14.70 in.2 1 = 63.50 in.4 D/t= 8.23 <br /> OD= 6.63 in. S= 19.20 in.3 <br /> [D= 4.90 in. r= 2.08 in. <br /> Ides= 0.81 in. Z= 27.40 in.3 <br /> DEAD LOADS: <br /> Sign Weight= 12 psf Concrete= 150 pcf <br /> Column Weight= 53.20 lb/ft Soil= 90 pcf <br />