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EnCon Services,.Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> WINN DIXIE#2487 PO Box 3613 <br /> 38901 COUNTY ROAD 54 E Apollo Beach, FL 33572 <br /> ZEPHYRHILLS, FL 33540 P 813-655-3373 <br /> 4-6 Letters F 813-655-9814 <br /> Design per Florida Building Code,6th Edition(2017),Section 16 Wind Load, FLEB#9394 <br /> ASCE 7-10, Load Case: D+0.6W <br /> Design Specifications Nathan P. Presnell, PE <br /> Risk Category II FLPE 77696 <br /> Kzt 1 <br /> Exposure Factor C <br /> Kd 0.85 <br /> Kz 1.04 <br /> V 140 (mph) pmp�r�i�������G <br /> GCp-GCpi 1.1 Zone 4, H<60 Feet kO� Q`N••••••R* s <br /> Wind Pressure 48.8 (psf) '�:4�C E N g�,��j <br /> 2Q:' No 77696 <br /> A. <br /> ,< <br /> Sign Information <br /> Height 4.50 ft $ <br /> Width 5.87 ft �0��• E OF <br /> Thickness 1.00 ft Q •.<�O R <br /> Distance grade to top 40 ft <br /> Wind Shear Force 131.74 (lb) <br /> Weight of Sign 264.15 (lb) DATE SIGNED: <br /> Total Shear Force= 295.18 (Ib) 9/3/2019 <br /> Total Tension Force= 773.29 (lb) <br /> Required Provided <br /> Fastener size Nominal 3/8 3/8 <br /> Minimum number of fasteners 5 5 <br /> Shear Force per fastener(lb) 59.0 280 <br /> Tension Force per fastener(lb) 154.7 352 <br /> Combination Tension and 0.65 <1 O.K. <br /> Shear 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 /> EIFS OVER 5/8'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE <br /> HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2"EMBEDMENT) <br /> SOLID CONCRETE WEDGE ANCHOR(2-1/2"EMBEDMENT) <br /> CMU,SOLID CONCRETE,BRICK HILTI HIT ROD W/HY-70 ADHESIVE(3112"EMBEDMENT) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> 9/3/2019 <br /> Winn Dixie 2487 Zephyrhills 4-6 Letters calc <br />