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<br />23" Baker logo <br />Design per 2004 Florida Building Code, 2006 supplement, Section 1609 Wind Load <br />ASCE 7-02 <br />l <br /> <br />Job Description <br />Capri Pizza & More <br />Zephyrhills, FL <br /> <br />EnCon Services, Tnc, <br /> <br />Sign Design Calculations <br />PREPARED BY: EnCon Services, Inc. <br />2272 Jaudon Road <br />Dover, FL 33527 <br />813-655-3373 <br />F 813-655-9814 <br /> <br />I <br /> <br />Aaron Biedenbach, P.E. <br />FL PE #52949, FL EB 9394 <br />OH PE 60756, OC #01893 <br />KY PE #20281, P #2463 <br />IN PE #PE 19600322 <br />FL CBC #060535, OB #22527 <br /> <br />Design Specifications <br />Importance Factor <br />Kzt <br />Exposure Factor <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />1 <br />1 <br />B Case 2 <br />1 <br />0.7 <br />120 mph <br />1.3 M/N (Larger/Smaller) <= 10.0 <br />0.85 <br /> <br />Si~m Information <br />Height 1.92 I(ft) <br />Width 1.17 11ft) <br />Thickness 0.42 1ft) <br />Distance grade to tOI= 30 ft) <br /> <br />Wind Sheer Force <br />Weight of Sign <br /> <br />Total Sheer Force = <br /> <br />Total Tension Force = <br /> <br />22.78 (Ib) <br />22.34056 (Ib) <br />31.91 (Ib) <br /> <br />63.70 (Ib) <br /> <br /> <br /> Required Provided <br />Fastener size (Nominal) 3/8 3/8 <br />Minimum number of fasteners 4 4 <br />Sheer Force per fastener (Ib) 8.0 280 <br />Tension Force per fastener (Ib) 15.9 352 <br /> <br />Combination Tension and 0.07 <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 /> <br />WALL STRUCTURE ANCHOR TYPE <br />WOOD BLOCKING LAG BOLT (1-1/2" EMBEDMENT) THROUGH BLOCKING <br />----- <br />EIFS OVER 5/8' PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE <br />-- --- ------- <br />HOLLOW CONCRETE BLOCK SLEEVE ANCHOR (1-1/2' EMBEDMENT) <br /> -- <br />SOLID CONCRETE WEDGE ANCHOR ( 2-1/2" EMBEDMENT) <br />---------- --- -- <br />BRICK LAG AND SHIELD (1 3/4" EMBEDMENT) <br />ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INST ALLA <br /> <br />INSTRUCTIONS <br /> <br />Capri Pjzza and Moore Zephyrhi lis 23in logo <br /> <br />TION <br /> <br />11/12/200' <br />