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Gompanv: Florida Sign Company 4`P L JA N CF �<\ <br /> • Project: Wal -Mart #1541 � - <br /> 0 .i I ` . C <br /> Location: West Palm Beach, Florida 2 2 <br /> A•CT <br /> A -Ci -T Project #: 10741.168 ENVIRONMENTAL & <br /> Wind Speed: 140 MPH (3 second gust) INFRASTRUCTURE 0 <br /> ' <br /> Exposure: C 4d' / <br /> Sign Height: 20.00 ft <br /> INC . <br /> Importance Factor: 0.77 <br /> Wind Pressure: 30.21 psf 1875 WEST MAIN ST. <br /> BARTOW, FLORIDA 33830 <br /> FL C.O.A. No. 00008883 <br /> 863.533.2000 (ph) <br /> 863.533.1991 (fax) <br /> <A1-------Ii <br /> ilk 16 • " 4°11 <br /> 0 I% <br /> Width of Sign = 1 ft 3 in Allowable Shear Value = 110 Ibs /Anchor <br /> Height of Sign = 2 ft 11 in Allowable Tension Value = 109 Ibs /Anchor <br /> Area = 3.65 ft Number of Anchors = 3 <br /> Sign dimensions are for individual spoke of starburst <br /> Shear per Bolt = ( Area x 10 psf) / # Bolts = 12.15 Ibs <br /> Tension per Bolt = ( Area x Wind Pressure ) / # Bolts = 36.71 Ibs <br /> Bolt Value = ( Shear per Bolt / Shear Value ) + ( Tension per Bolt / Tension Value ) <br /> Bolt Check <br /> (Bolt Value = 0.45 < 1.331 OK I <br /> Use a minimum of (3) of the following anchor options: <br /> - 1/4" dia. x 1 1/2" emb. Lag screws into 1/2" plywood or wood studs. 77/1/ <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. 3 —/ ev9.9 <br /> (Individually Applied Pieces of Starburst - 6 total pieces) 3/12/2009 <br /> I All designs per Florida Building Code 2004 with 2007 revisions and wind loads per ASCE/SEI 7 -02 Alan C. Plants, P.E. <br /> FL P.E. No. 63913 <br />