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ProAct Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 <br /> Model M-6-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> BY EOS IrL 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 /> 8.2 ft. 6 ft. 3.95 ft. <br /> Overall Column Soil Backfill <br /> Height, h Height, c Above Caisson, D <br /> 6 6 ft. 1 ft: <br /> MAIN COLUMN SECTION PROPERTIES: <br /> Section: PipeSSTD COMPACT SECTION <br /> Fy = 35 ksi E= 29000 ksi C= 10.72 in <br /> A= 4.01 in.z 1 = 14.30 in.4 D/t= 23.10 <br /> OD= 5.56 in. S= 5.14 in.3 <br /> ID= 5.05 in. r= 1.88 in. <br /> td.= 0.24 in. Z= 6.83 in 3 <br /> DEAD LOADS: <br /> Sign Weight= 12 psf Concrete = 150 pcf <br /> Column Weight= 14.60 lb/ft Soil= 90 pcf <br />