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Encon Services, Inc. <br /> FL EB#9394 113.0.Box 3613,Apollo Beach,FL,33572 (813)655-3373 <br /> Job Description t� <br /> Advent Health System ``P• BIED�C`A <br /> 38055 ARBOR RIDGE DR. <br /> ZEPHYRH ILLS,FL 33541 � LICENSE �y <br /> AHS-M-4-NIL-150 <br /> Florida Building Code, 6th Edition(2017) #52949 <br /> ASCE 7-10, Load Case=0.6W+D <br /> IR(isk Category II STATE OF <br /> is 1 <br /> Exposure C �,�FSS�ZOR1Dp' �. <br /> Kd 0.85 ONA <br /> Kz 0.85 <br /> VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 <br /> VASD(MPH) 116 Date Signed: 10/17/2018 <br /> Cf 1.43 <br /> G 0.85 Wind Pressure(ULT) <br /> 1 51 PSF <br /> Sign Area Distance to Center P=Force Moment <br /> s ft (lb) ft-lb) <br /> Can 1 22.00 3.031 669 2028 <br /> Totals 669 2,028 <br /> Required Flexural Strength (kip-ft) 2.03 <br /> Provided Flexural Strength (kip-ft) 3.82 3.50"O.D.(.216 wall)Grade A53 B Steel Pipe <br /> 0.574733 <br /> Auger Foundation Design Per Support <br /> Diagonal B(FT) 1.50 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 4.5 FT Deep <br /> Depth(Estimated)(FT) 4.5 1.5 FT Diameter <br /> S1 450 or <br /> Design Depth(FT) 4.16 Ft 2.0 FT Square <br /> 3.5 FT Deep <br /> Anchor Bolt and Base Plate Design Per Support <br /> Distance Between Bolts 4.6 2645 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 0.37 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 thickness <br /> 3.5 0.25 16.99 OK <br /> 10/17/2018 <br /> Advent Health Zephyrhills Arbor Ridge AH5 M 4 NIL 150 Standard c <br />