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. . <br /> � <br /> EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> FAMILY DOLLAR _ P O. Box 3613 <br /> 38909 COUNTY ROAD 54 Apollo Beach, FL 33572 <br /> ZEPHYRHILLS, FL 33540 813-655-3373 <br /> 3'Cloud F 813-655-9814 <br /> Design per Florida Building Code, 5th Edition,(2014),Section 16 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) 0��• �IED�N� <br /> GCp-GCpi 1.1 Zone 4, H<60 Feet <br /> W ind Pressure 52.8 (psf) �"� L I C EN S E 9�y <br /> � #52949 � <br /> Sign Information <br /> Height s.00 (ft) STATE OF <br /> W idth 10.50 ft) '0� � <br /> Thickness 0.58 ft �� FCORID <br /> Distance grade to top 30 ft FS'S`�� L�NG` <br /> Wind Shear Force 55.10 (Ib) <br /> Weight of Sign 250 (Ib) DATE SIGNED: � <br /> Total Shear Force = 256.00 (Ib) 5/2/2017 <br /> Total Tension Force = 997.52 (Ib) <br /> Required Provided <br /> Fastener size Nominal) 3/8 3/8 <br /> Minimum number of fasteners 6 6 <br /> Shear Force per fastener(Ib) 42.7 280 <br /> Tension Force per fastener(Ib) 166.3 352 <br /> Combination Tension and 0.62 <1 O.K. <br /> Sheer ratio <br /> ATTACH SIGN USING STEEL THREADED ROD THRU WALL W/CONT. BLOCKING <br /> 5/2/2017 <br /> Family Dollar Zephyrhills 36 cloud <br />