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Project Advent Health 000 <br /> ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 <br /> Model 6B/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 <br /> By EOS toL 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 /> 4.125 ft. 4 ft. 2.063 ft. <br /> Overall Column Soil Backfill <br /> Height, h Height, c Above Caisson, D <br /> 4 ft. 4 ft. 1 ft. <br /> MAIN COLUMN SECTION PROPERTIES: <br /> Section: Pipe3STD COMPACT SECTION <br /> Fy = 35 ksi E= 29000 ksi C= 3.44 in3 <br /> A= 2.07 in.Z 1 = 2.85 in.4 D/t= 17.40 <br /> OD= 3.50 in. S= 1.63 in.3 <br /> ID= 3.07 in. r= 1.17 in. <br /> tdes= 0.20 in. Z= 2.19 in.3 <br /> DEAD LOADS: <br /> Sign Weight= 12 psf Concrete= 150 pcf <br /> Column Weight= 7.58 lb/ft Soil= 90 pcf <br />