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<br />Wind Speed: <br />Exposure: <br />Siqn Heiqht: <br />Importance Factor: <br />Wind Pressure: <br /> <br />120 MPH <br />B <br />30 ft <br />0.77 <br />21.46 psf <br /> <br /> <br />.comDany: <br />Proiect: <br />Location: <br /> <br />Florida Sign Company <br />Wal-Mart <br />Zephyrhills, FL <br /> <br />1875 WEST MAIN ST. <br />BARTOW, FLORIDA 33830 <br />FL C.O.A. No. 00008883 <br /> <br /> <br />Width of Siqn = <br /> <br />1 ft <br /> <br />6 in <br /> <br />Allowable Shear Value = <br /> <br />110 Ibs/Anchor <br /> <br />Heiqht of Siqn = <br /> <br />1 ft <br /> <br />6 in <br /> <br />Allowable Tension Value = <br /> <br />109 Ibs/Anchor <br /> <br />Area = <br /> <br />2.25 ft2 <br /> <br />Number of Anchors = <br /> <br />2 <br /> <br />Shear per Bolt = ( Area x 10 psf ) 1 # Bolts = <br /> <br />11.25 Ibs <br /> <br />Tension per Bolt = ( Area x Wind Pressure) 1 # Bolts = <br /> <br />24.14 Ibs <br /> <br />Bolt Value = ( Shear per Bolt I Shear Value) + ( Tension per Bolt 1 Tension Value) <br /> <br />Bolt Check <br /> <br />IBolt Value - 0.32 < <br /> <br />1.33 C2[] <br /> <br /> <br />Use a minimum of (2) of the following anchor options per letter: <br />- 1/4" dia. x 1 1/2" emb. Lag screws into 1/2" plywood or wood studs. <br />- 1/4" dia. x 1 1/2" Tapcons into CMU or Concrete. <br />- 1/4" dia. Thru Bolts into 2x4 cont. wood runner behind wall studs. <br /> <br />AI/loads per Florida Building Code 2004 with 2007 revisions and ASCE 7-02 <br /> <br />4/22/2008 <br />Alan C. Plants, P.E. <br />FL P.E. No. 63913 <br />