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<br />Job Description <br />CVS 651 <br /> <br />EnCon Services, Inc. <br /> <br />Sign Design Calculations <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 />2' 8 1/2" CVS Phannacy stacked <br /> <br /> <br />1 <br />1 <br />B Case 2 <br />1 <br />0.7 Table 6-5 Pg 60 ASCE 7-98 (Adjust for Height above grade) <br />130 mph <br />1.2 MIN (Larger/Smaller) <= 6.0 <br />0.85 <br /> <br />Aaron Biedenbach. P.E. <br />PE #52949 <br />FL EB #9394 <br />CBC #060535 <br />oB #22527 <br /> <br />Sign Infonnat/on DGr Letter <br />Height 2.71 ft) <br />Width 2.71 ft) <br />Thickness 1.00 ft) <br />Distance !:!rade to top 30 ft) <br /> <br />Wind Sheer Force <br />Weight of Sign <br /> <br />Total Sheer Force = <br /> <br />83.71 (Ib) <br />73.4 (Ib) <br />111.33 (Ib) <br /> <br />226.86 (Ib) <br /> <br />Total Tension Force = <br /> <br /> ReqUIred Provided <br />Fastener size (Nominal) 3/8 3/8 <br />Minimum number of fasteners per letter 4 4 <br />Sheer Force per fastener lib) 27.8 280 <br />Tension Force per fastener (Ib) 56.7 352 <br /> <br />Combination Tension and 0.26 <1 O.K. <br />Sheer ratio <br />Fastener can be Hilti Sieve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler ~ bolt <br />through 5/8" plywood. Lag bolts must penetrate 1 1/2" into structrual member. <br /> <br />CVS 651 2ft 8.5in std <br /> <br />/ <br />~,~ <br /> <br />{ 9/16/2004 <br />