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<br />Job Description <br />Florida Hospital <br /> <br />EnCon Services, Inc. <br />Sign Design Calculations <br /> <br />PREPARED BY: EnCon Services. Inc. <br />2272 Jaudon Road <br />Dover, FL 33527 <br />813-655-3373 <br />F 813-655-9814 <br /> <br />Zephyrhills. Florida <br />26'-0" monument sign <br /> <br />Design per 2004 Florida Building Code <br /> <br />Importance Factor <br />Kzt <br />Exposure B Case 2 <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />Number of Poles <br /> <br />1 <br />1 <br /> <br />Aaron Biedenbach, P.E. <br />FL# 52949 <br />FL EB# 9394 <br />FL CBC# 060535 <br />FL aB# 22527 <br />OH E60756 <br /> <br />1 <br />0.7 <br />110 mph <br />1.2 M/N (Larger/Smaller <= 6.0 <br />0.85 Wind Pressure <br />2 22 PSF <br /> <br />Sign <br /> <br />Area Distance to Center <br /> <br />P = Force <br /> <br />Top <br />Middle <br /> <br />Bottom <br />Poles <br /> <br /> <br />(I b) <br />5946 <br />o <br />o <br />o <br />5,946 <br /> <br />268.84 13.00 <br /> <br />Totals <br /> <br />Required Sx <br />Provided Sx <br /> <br />15.28 inches cubed per pole <br />29.9 10" (.365 wall) A53 B Steel Pipe OK <br /> <br />Base Size Number of Bases 2 <br />Soil Resistive Moment (Sr) + Concrete Weight Moment (Me) >> Total Moment Sign <br />Base Dimensions <br /> <br />Weight of Concrete = <br />Assume Soil Pressure = <br />A=(.68)( d)(w)(0.34)( d)(400) <br />B=(O .32)( d)(w)(O .90)( d)( 400) <br />Total Soil Resistance (Sr) <br />Mc=(w)(I)( d)(14 7)(.5)(1) <br />Moment from Weight of Sign <br /> <br />4.5 Feet Long <br />4.5 Feet Wide <br />4.5 Feet Deep <br />147 PCF <br />150 PSF/foot of depth <br />3160.215 ft-Ib <br />3936.6 ft-Ib <br />7096.815 ft-Ib <br />30139.59375 ft-Ib <br />12417.21 ft-Ib <br /> <br />Total Moment Base <br />Factor of Safety = <br /> <br />99,307 ft-Ib <br />1.3 <br /> <br />Cubic Yards Concrete in base <br /> <br />6.8 cu. yd. <br /> <br />Florida Hospital ME-! 26-0 directional <br /> <br />Moment <br />ft-Ib <br />77297 <br />o <br />o <br />o <br />77,297 <br /> <br />Perpendicular to sign face <br />Parallel to sign face <br />From Grade <br /> <br />