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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> 2272 Jaudon Road <br /> UPS #910 Dover, FL 33527 <br /> 7838 Gaall ll Blvd. 3373 <br /> Zephyrhills, Florida F 813- 6 816 55 -55 - <br /> l' -1" x 10' -6 7/16" raceway <br /> Design per 2007 Florida Building Code, 2009 supplement, Section 16 Wind Load <br /> ASCE 7 -05 Aaron Biedenbach, P.E. <br /> I Design Specifications I FL PE #52949, FL EB 9394 <br /> Importance Factor 1 OH PE 60756, OC #01893 <br /> Kzt 1 KY PE #20281, P #2463 <br /> Exposure Factor B IN PE #PE 19600322 <br /> Kd 1 FL CBC #060535, QB #22527 <br /> Kz 0.7 <br /> V 120 (mph) <br /> GCp -GCpi 1.28 Zone 4, H < 60 Feet <br /> Wind Pressure 33.0 (psf) <br /> Sign Information <br /> Height <br /> Width <br /> ,1 t `y / I 1 i� ® ® � ' <br /> 10.53 (ft) ® ® Q' B I ED , '� <br /> Thickness 1.00 (ft) �� � \ G ESQ « g <br /> D istance grade to to 30 (ft) Z Q' o a o <br /> ° No 5294.9 � ; " ,_ <br /> -� <br /> Wind Sheer Force 35.67 (Ib) * • * • : `ty a <br /> Weight of Sign 114 (Ib) s STATE OF <br /> ti <br /> Total Sheer Force = 119.19 (Ib) ` O - ` o ` : �',� r, • <br /> Total Tension Force = 375.63 (Ib) � ,1 , 0 idiillil 1,0' <br /> Required Provided <br /> Fastener size (Nominal) 3/8 3/8 <br /> Minimum number of fasteners 8 8 <br /> Sheer Force per fastener (Ib) 14.9 280 <br /> Tension Force per fastener (Ib) 47.0 352 <br /> Combination Tension and 0.19 <1 O.K. <br /> Sheer ratio <br /> THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW <br /> FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. <br /> WALL STRUCTURE ANCHOR TYPE <br /> WOOD BLOCKING LAG BOLT (3' EMBEDMENT) THROUGH BLOCKING <br /> 518" PLYWOOD OVER STUD FRAMED WALL LIBERTY TOGGLE BOLT <br /> HOLLOW CONCRETE BLOCK SLEEVE ANCHOR (1 -1/2' EMBEDMENT) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS <br /> 12/8/2009 <br /> UPS 910 Zephyrhills 1 -1 x 10 -6 RW <br />