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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 /> Taco Bell B'ED�`A. <br /> 7313 Gall Blvd <br /> Zephyrhills,FL LICENSE 1'-8"x 2'-1"@ 4'-9"Directional <br /> Florida Building Code,6th Edition(2017) #52949 <br /> ASCE 7-10, Load Case=0.6W+D <br /> Risk Category II STATE OF <br /> Kzt <br /> .o <br /> Exposure C �o�F FLORIOp' <br /> Kd 0.85 SS'/ <br /> Kz 0.85 <br /> VULT(MPH) 140 Aaron Biedenbach, P.E.#52949 <br /> VASD(MPH) 108 Date Signed: 4/9/2019 <br /> Cf 1.77 <br /> G 0.85 Wind Pressure(ULT) <br /> 1 55 PSF <br /> Sign Area Distance to Center P=Force Moment <br /> s ft (lb) ft-lb <br /> Can 1 3.57 3.90 117 455 <br /> Pole 0.62 1.55 20 31 <br /> Totals 1371 487 <br /> Required Flexural Strength (kip-ft) 0.49 - <br /> Provided Flexural Strength (kip-ft) 1.34 (1)HSS 2x2x1/8"Grade A500 B Steel Tube <br /> 0.363252 <br /> Auger Foundation Design Per Support <br /> Diagonal B(FT) 1.50 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 2.8 FT Deep <br /> Depth(Estimated)(FT) 2.75 1.5 FT Diameter <br /> S1 275 <br /> Design Depth(FT) 2.17 Ft <br /> Anchor Bolt and Base Plate Design Per Support <br /> Distance Between Bolts 4 730 Tension on Bolts(LB) <br /> Number of Bolts per Base Plate 4 Use.5" Dia. F1554 Gr36 Bolts <br /> Plate Width B(IN) 6 0.23 Plate thickness(IN) <br /> Bolt Spacing d(IN) 4" Use.375"A36 Plate <br /> Width of Pole(IN) 2 <br /> Combined <br /> Square Rectangular Weld Stress <br /> b d t <br /> 2 2 0.125 13.62 OK <br /> 4/9/2019 <br /> Taco Bell Zephyrhills 1-8 x 2-1 @"4-9 Directional <br />