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Encon Services, Inc. <br /> FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 <br /> Job Description <br /> DOLLAR GENERAL DG20360 <br /> CR 54 <br /> ZEPHYRHILLS,FL33542 Q� LICENSE �y <br /> 4x8@8OAH <br /> Florida Building Code,6th Edition(2017) #52949 <br /> ASCE 7-10, Load Case=0.6W+ D <br /> Risk Category II ,o STATE.OF <br /> Exposure C �ZORIDQ' <br /> Kd 0.85 <br /> Kz 0.85 <br /> VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 <br /> VASD(MPH) 116 Date Signed: 3/19/2019 <br /> Cf 1.70 <br /> G 0.85 Wind Pressure(ULT) <br /> 1 60 PSF <br /> Sign Area Distance to Center P=Force Moment <br /> s ft (lb) ft-lb) <br /> Can 1 36.00 6.00 1300 7799 <br /> Pole 4.00 2.00 144 289 <br /> Totals 1,4441 8,088 <br /> Required Flexural Strength (kip-ft) 8.09 <br /> Provided Flexural Strength (kip-ft) 25.70 (2)HSS 6x6x1/4"Grade A500 B Steel Tubes <br /> 0.3147 <br /> Foundation Design <br /> Diagonal B(FT) 11.00 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 4.0 FT Deep <br /> Depth(Estimated)(FT) 4 .11.0 FT Parallel <br /> S1 400 2.0 FT Perpendicular <br /> Design Depth(FT) 2.58 Ft <br /> 3/19/2019 <br /> Dollar General DG20360 Zephyrhills 4 x 8 @ 8 <br />