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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 h <br /> Advent Health System _`P► �'�L�`A, <br /> 7050 Gall Blvd. <br /> ZHS-PE-5-ILL Q} LICENSE ems'AHS-PE-25-I L-150 <br /> Florida Building Code,6th Edition(2017) #52949 <br /> ASCE 7-10, Load Case=0.6W+D <br /> Krt 1k Category II STATE OF <br /> �O <br /> Exposure C �o��s�ORIOP <br /> Kd 0.85 S/ L EN <br /> Kz 0.94 <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 60 PSF <br /> Sign Area Distance to Center P=Force Moment <br /> s ft (lb) ft-lb <br /> Can 1 275.00 14.751 9942 146638 <br /> Totals 1 9,942 146,638 <br /> Required Flexural Strength (kip-ft) 146.64 175965.5639 <br /> Provided Flexural Strength(kip-ft) 168.00 HSS 10x10x5/8 Grade A500 B Steel Tube <br /> 0.872845 <br /> Auger Foundation Design Per Support <br /> Diagonal B(FT) 3.00 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 14.5 FT Deep <br /> Depth(Estimated)(FT) 14.5 3.0 FT Diameter <br /> S1 1450 <br /> Design Depth(FT) 12.32 Ft <br /> Anchor Bolt and Base Plate Design Per Support <br /> Distance Between Bolts 16 36659 Tension on Bolts(LB) <br /> Number of Bolts per Base Plate 6 Use 1.25"Dia.A325 Bolts <br /> Plate Width B(IN) 20 1.91 Plate thickness(IN) <br /> Bolt Spacing d(IN) 16 Use 2"A36 Plate <br /> Width of Pole(IN) 10 <br /> Combined <br /> Square Rectangular Weld Stress <br /> b d t <br /> 10 10 1 20.99 OK <br /> 9/26/2018 <br /> Advent Health Zephyrhills AHS PE 25 IL 150 STANDARD c <br />