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<br />er ASCE 7-98 & 2001 Florida Bulldin Code <br />Desl n S ecifications <br />Importance Factor <br />Kzt <br />Exposure Factor <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />Job Description <br />CVS 651 <br /> <br />15" Photo Center <br /> <br /> <br />EnCon Servi ces I 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 />Aaron Biedenbach, P.E. <br />PE #52949 <br />FL EB #9394 <br />CBC #060535 <br />OB #22527 <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 M/N (Larger/Smaller) <= 6.0 <br />0.85 <br /> <br />Sign Information Der Letter <br />Heiaht 1.25 ft) <br />Width 1.25 ft <br />Thickness 1.00 ft <br />Distance Qrade to top 30 ft <br /> <br />Wind Sheer Force <br />Weight of Sign <br /> <br />Total Sheer Force = <br /> <br />Total Tension Force = <br /> <br />38.61 (Ib) <br />25 (Ib) <br />46.00 (Ib) <br /> <br />48.27 (Ib) <br /> <br /> ReqUIred Provided <br />Fastener size (Nominal) 1/4 1/4 <br />Minimum number of fasteners Der letter 2 2 <br />Sheer Force per fastener (Ib) 23.0 170 <br />Tension Force per fastener (Ib) 24.1 260 <br /> <br />Combination Tension and 0.23 <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 65115 std <br /> <br />/ <br />~''''o.. <br />, <br />