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Project. Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 <br /> Models AHS-L-5-IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> dy EOS9100 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 /> 8.24 ft. 5 ft. 3.99 ft. <br /> Overall Column Soil Backfill <br /> Height, h Height, c Above Caisson, D <br /> 5 ft. 5 ft. 1 ft. <br /> MAIN COLUMN SECTION PROPERTIES: <br /> Section: Pipe4STD COMPACT SECTION <br /> Fy = 35 ksi E= 29000 ksi C= 6.36 in <br /> A= 2.96 in. 1 = 6.82 in.4 D/t= 20.40 <br /> OD= 4.50 in. S= 3.03 in.3 <br /> ID= 4.03 in. r= 1.51 in. <br /> tdes= 0.22 in. Z= 4.05 in.3 <br /> DEAD LOADS: <br /> Sign Weight= 12 psf Concrete = 150 pcf <br /> Column Weight= 10.80 lb/ft Soil = 90 pcf <br />