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Encon Services, Inc. <br /> FL EB#9394 JP.0.Box 3613,Apollo Beach,FL,33572 (813)655-3373 <br /> Job Description <br /> Advent Health System �\Q• �I�u�`A. <br /> 7050 Gall Blvd. <br /> ZHS-DE-72-NI LICENSE Cy <br /> AHS-DE-72-NIL-150 <br /> Florida Building Code,6th Edition(2017) #52949 <br /> ASCE 7-10, Load Case=0.6W+ D <br /> Risk 1k Category II ,p STATE OF - <br /> Exposure C �FS `0R��P <br /> Kd 0.85 <br /> Kz 0.85 <br /> VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 <br /> VASD(MPH) 116 Date Signed: 9/26/2018 <br /> Cf 1.50 <br /> G 0.85 Wind Pressure(ULT) <br /> 1 53 PSF <br /> Sign Area Distance to Center P=Force Moment <br /> (sfl ft (lb) ft-lb) <br /> Can 1 24.60 4.131 781 3225 <br /> Totals 781 3,225 <br /> Required Flexural Strength (kip-ft) 3.22 <br /> Provided Flexural Strength (kip-ft) 3.82 3.50"O.D. (.216 wall)Grade A53 B Steel Pipe <br /> 0.843494 <br /> Auger Foundation Design Per Support <br /> Diagonal B(FT) 2.00 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 4.5 FT Deep <br /> Depth(Estimated)(FT) 4.5 2.0 FT Diameter <br /> S1 450 or <br /> Design Depth(FT) 4.20 Ft 2.5 FT Square <br /> 3.5 FT Deep <br /> Anchor Bolt and Base Plate Design Per Support <br /> Distance Between Bolts 4.6 4206 Tension on Bolts(LB) <br /> Number of Bolts per Base Plate 4 Use 3/4" Dia. F1554 Gr36 Bolts <br /> Plate Width B(IN) 4.6 0.47 Plate thickness(IN) <br /> Bolt Spacing d(IN) 4.6 Use 1"A36 Plate <br /> Width of Pole(IN) 3.5 <br /> Combined <br /> Circular Weld Stress <br /> Diameter 77F—thickness <br /> 3.5 0.375 16.78 OK <br /> 9/26/2018 <br /> Advent Health Zephyrhills AHS DE 72 NIL 150 STANDARD <br />