Laserfiche WebLink
<br />Wind Soeed: <br />Exoosure: <br />Sian Heiaht: <br />Imoortance Factor: <br />Wind Pressure: <br /> <br />120 MPH <br />B <br />30 ft <br />0.77 <br />21.46 sf <br /> <br /> <br />ComDariv: <br />Proiect: <br />Location: <br /> <br />Florida Sign Company <br />Wal-Mart <br />Zephyrhills, FL <br /> <br />1875 WEST MAIN ST. <br />BARTOi<v, FLORIDA 33830 <br />~l'y FL C.O.A. No, 00008883 <br />~i\O& V't)'~ <br />/' 6~OJ-C 0Jtr1J \[)C <br /> <br /> <br />aL*MART <br /> <br /> <br />Width of Sian - <br /> <br />5ft <br /> <br />o in <br /> <br />Allowable Shear Value = <br /> <br />110 Ibs/Anchor <br /> <br />Heiaht of Sian = <br /> <br />5ft <br /> <br />o in <br /> <br />Allowable Tension Value = <br /> <br />109 Ibs/Anchor <br /> <br />Area = <br /> <br />25.00 ff <br /> <br />Number of Anchors = <br /> <br />7 <br /> <br />Shear oer Bolt = ( Area x 10 psf ) 1 # Bolts = <br /> <br />35.71 Ibs <br /> <br />Tension oer Bolt = ( Area x Wind Pressure) 1 # Bolts = <br /> <br />76.64 Ibs <br /> <br />Bolt Value = ( Shear per Bolt 1 Shear Value) + ( Tension per Bolt 1 Tension Value) <br /> <br />Bolt Check <br /> <br />IBolt Value = 1.03 < <br /> <br />1.33~ <br /> <br />Use a minimum of (7) of the following anchor options per letter: <br />- 1/4" dia. x 11/2" 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 cant. wood runner behind wall studs. <br /> <br />4g <br /> <br />lI~ 2. 2-t?j7 <br />4/22/2008 <br />Alan C. Plants. P.E. <br />FL P.E. No. 63913 <br /> <br />AI/loads per Florida Building Code 2004 with 2007 revisions and ASCE 7-02 <br />