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t ; <br /> Encon Services, Inc. <br /> FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 <br /> Job Description <br /> Advent Health System <br /> 7050 Gall Blvd. <br /> ZHS-PE-5-ILl. Q� LICENSE �y <br /> AHS-PE-15-I L-150 . <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 1 <br /> Exposure C ,�FORV2- <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 1.54 <br /> G 0.85 Wind Pressure(ULT) <br /> 1 54 PSF <br /> Sign Area Distance to Center P= Force Moment <br /> sf ft (lb) ft-lb <br /> Can 1 99.00 9.051 3236 29288 <br /> Totals 1 3,236 29,288 <br /> Required Flexural Strength (kip-ft) 29.29 <br /> Provided Flexural Strength (kip-ft) 47.94 6.63"O.D.(.864 wall)Grade A53 B Steel Pipe <br /> 0.610903 <br /> Auger Foundation Design Per Support <br /> Diagonal B(FT) 2.50 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 8.5 FT Deep <br /> Depth(Estimated)(FT) 8.5 2.5 FT Diameter <br /> S1 850 <br /> Design Depth(FT) 7.97 Ft <br /> Anchor Bolt and Base Plate Design Per Support <br /> Distance Between Bolts 10.6 16578 Tension on Bolts(LB) <br /> Number of Bolts per Base Plate 4 Use 1" Dia. F1554 Gr36 Bolts <br /> Plate Width B(IN) 10.6 1.17 Plate thickness(IN) <br /> Bolt Spacing d(IN) 10.6 Use 1.25"A36 Plate <br /> Width of Pole(IN) 6.63 <br /> Combined <br /> Circular Weld Stress <br /> Diameter thickness <br /> 6.63 0.75 20.82 OK <br /> 9/26/2018 <br /> Advent Health Zephyrhills AHS PE 15 IL 150 Standard c <br />