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<br />EnCon Services, Inc. <br />Sign Design Calculations <br /> <br />11' monument <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 />Job Description <br />CVS 651 <br /> <br />Design per ASCE 7-98 & 2001 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 />0.57 Table 6-5 Pg 60 ASCE 7-98 <br />130 mph <br />1.2 M/N (Larger/Smaller <= 6.0 <br />0.85 Wind Pressure <br />1 25 PSF <br /> <br />Aaron Biedenbach, P.E. <br />FL# 52949 <br />FL EB# 9394 <br />FL CBC# 060535 <br />FL OB# 22527 <br />OH E60756 <br /> <br />Sign <br /> <br />Area Distance to Center <br /> <br />P = Force <br /> <br />Totals <br /> <br />(I b) <br />3459 <br />o <br />o <br />o <br />3,459 <br /> <br />Moment <br />ft-Ib <br />19022 <br />o <br />o <br />o <br />19,022 <br /> <br /> <br />Top <br />Middle <br /> <br />Bottom <br /> <br />Poles <br /> <br />137.50 5.50 <br /> <br />Required Sx <br /> <br />Provided Sx <br /> <br />7.52 inches cubed per pole <br />8.5 6" (.280 wall) Pipe <br /> <br />OK <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 />3.50 <br />200 Sand <br />9 <br />1600 <br />3.75 Ft <br /> <br />Base Size Required <br />9.0 FT Deep <br />3.5 FT Dia. <br /> <br />cvs 651 11ft man <br /> <br /> <br />10/15/2004 <br />