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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services,Inc. <br /> Frontier Communications 2272 Jaudon Road <br /> 38508 A Ave. Dover, FL 33527 <br /> Zephyrhills,FL 813�55-3373 <br /> Sign Size 3 F 813�55-9814 <br /> Design per Florida Building Code,5th Edition(2014)Section 1�Wind Load <br /> ASCE 7-10,Load Case:D+0.6W Aaron Biedenbach,P.E. <br /> Design Specifications FL PE#52949,FL EB 9394 <br /> Risk Category II OH PE 60756,OC#01893 <br /> Kzt 1 KY PE #20281,P#2463 <br /> Exposure Factor C IN PE#PE 19600332 <br /> Kd 0.85 FL CBC#060535,QB#22527 <br /> V �150 (mph) _`�, ���,��A' <br /> GCp-GCpi 1.4 Zone 5, H<60 Feet �Q�� ���Q9 <br /> WindPressure 67.2 (psfl �' LICENSE �'.y <br /> Si n Information #52949 <br /> Hei ht 2.30 ft <br /> widtn 4.83 ft ,o STATE OF <br /> Thickness 0.20 ft ��� /�� �Ci� <br /> Distance rade to top 30 ft F`�S NALENG� <br /> Wind Shear Force 18.54 (Ib) v <br /> Weight of Sign 56 (Ib) DATE SIGNED: ' <br /> , Total Shear Force= 58.56 (Ib) 5/10/2016 � <br /> Total Tension Force = 447.74 (Ib) <br /> Required F'�ovided <br /> Fastenersize Nominal 1/4 1/4 <br /> Minimum number of fasteners 6 6 <br /> Shear Force er fastener Ib 9.8 170 <br /> Tension Force er fastener Ib 74.6 260 <br /> Combination Tension and 0.34 <1 O.�(. <br /> Sheer ratio <br /> THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. 11=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(1-112°EMBEDMEP;1)THROUGH BLOCKING <br /> EIFS OVER 518°PLYWOOD LIBERTY TOGGLE BOLT OR 1'I IRU BOLT WITH SLEEVE <br /> HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1l2'EMBE:DMENn <br /> MASONRY SCREW(2'EMBEDidEN� <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WI7H MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> 5/10/2016 <br /> Frontier Communications 38508 A Ave Zephyrhills Sign Size 3 <br />