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<br />Job Description <br />Florida Hospital <br /> <br />EnCon Services, Inc. <br />Sign Design Calculations <br /> <br />Zephyrhills, Florida <br />11 '-0" monument sign <br />Design per 2004 Florida Building Code, 2006 supplement, Section 1609 Wind Load <br /> <br />ASCE 7-02 <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 />Importance Factor <br />Kzt <br />Exposure <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />Number of Poles <br /> <br />1 <br />1 <br />B Case 2 <br />1 <br />0.57 <br />110 mph <br />1.2 M/N (Larger/Smaller <= 6.0 <br />0.85 Wind Pressure <br />1 18 PSF <br /> <br />Aaron Biedenbach, P.E. <br />FL PE #52949, FL EB 9394 <br />OH PE 60756, OC #01893 <br />KY PE #20281, P #2463 <br />IN PE #PE 19600322 <br />FL CBC #060535, OB #22527 <br /> <br />Sign <br /> <br />Area Distance to Center p = Force <br /> <br /> <br />(I b) <br />71.50 5.50 1288 <br />o <br />o <br />o <br />Totals 1,288 <br /> <br />3.68 inches cubed per pole <br />8.5 6" (0.280 wall) A53 B Steel Pipe OK <br /> <br />Moment <br />ft-Ib <br />7082 <br />o <br />o <br />o <br />7,082 <br /> <br />Top <br />Middle <br /> <br />Bottom <br />Poles <br /> <br />Required Sx <br /> <br />Provided Sx <br /> <br />Base Design <br />Number of Bases <br />Diagonal B (FT) <br />Lateral soil pressure (LB/SF/FT) <br />Depth (Estimated) (FT) <br />S1 <br />Design Depth (FT) <br /> <br />1 <br />4.24 <br />150 <br />4 <br />533 <br />3.57 Ft <br /> <br />Base Size Required <br />4.0 FT Deep <br />3.0 FT Square <br /> <br /> <br />Florida Hospital Zephyrhills 11-0 mon <br /> <br />8/812007 <br />