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Encon Services, Inc. <br /> FL EB#9394 IP.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 <br /> Job Description <br /> DOLLAR GENERAL DG20360 <br /> CR 54 <br /> ZEPHYRHILLs,FL 33542 LICENSE 9�y 4x8@10OAH <br /> Florida Building Code,6th Edition(2017) #52949 <br /> ASCE 7-10, Load Case=0.6W+D <br /> Risk category II 1 STATE OF <br /> Exposure C �ORI�P` <br /> Kd 0.85 <br /> Kz 0.85 <br /> VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 <br /> VASD(MPH) 116 Date Signed: 6/2/2019 <br /> Cf 1.48 <br /> G 0.85 Wind Pressure(ULT) <br /> 1 52 PSF <br /> Sign Area Distance to Center P=Force Moment <br /> s (ft) (Ib ft-lb) <br /> Can 1 80.00 5.50 2514 13827 <br /> Can 2 0 0 <br /> Can 3 0 0 <br /> Pole 0 0 <br /> Totals 2,514 13,827 <br /> Required Flexural Strength (kip-ft) 13.83 <br /> Provided Flexural Strength (kip-ft) 36.30 (1)HSS 6x6x3/8"Grade A500 B Steel Tube <br /> 0.380897 <br /> Auger Foundation Design Per Support <br /> Diagonal B(FT) 2.00 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 8.5 FT Deep <br /> Depth(Estimated)(FT) 8.5 2.0 FT Diameter <br /> S1 850 <br /> Design Depth(FT) 6.60 Ft <br /> 6/2/2019 <br /> Dollar General 1)620360 Zephyrhills 4-1 x 8-0 Pylon 10-0 OAH M32@10_HWL CAISSON <br />