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<br />Design per ASCE 7-98 & 2001 Florida Building Code <br />~ Design Specifications <br />Importance Factor <br />Kzt <br />Exposure Factor <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />Job Description <br />Lee Nails <br /> <br />Zephyrhills, Florida <br />26" raceway <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 />81~55-3373 <br />F 81~55-9814 <br /> <br />f <br /> <br />Aaron Biedenbach, P.E. <br />PE #52949 <br />FL EB #9394 <br />CSC #060535 <br />OS #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 />110 mph <br />1.2 M/N (Larger/Smaller) <= 6.0 <br />0.85 <br /> <br />Sign I"'onnatlon <br />Height 2.17 (ft) <br />Width 14.42 ft) <br />Thickness 1.00 ft) <br />Distance grade 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 />47.92 (Ib) <br />312.914 (lb) <br />316.56 (Ib) <br /> <br />690.84 (Ib) <br /> <br /> <br />&<r <br /> <br />\,~ <br />.t~t~~~~c."l:t <br /> <br />APPROVED <br /> <br /> <br />Combination Tension and 0.39 <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 4j) bolt <br />through 5/8" plywood. Lag bolts must penetrate 1 1/2" into structrual member. <br />"'\'.. <br /> <br />. <Lee Nails 26in raceway <br /> <br />.- <br /> <br />fYtA\I1I\i ~ 6 <br /> <br />7 <br />/ <br />, <br />, <br /> <br />. . <br /> <br /> <br />. . <br /> <br />6/1512U05 <br /> <br />~ <br />