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18-20494
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2018
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18-20494
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Last modified
6/4/2019 10:03:29 AM
Creation date
6/4/2019 7:44:19 AM
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Building Department
Company Name
ADVENTIST HEALTH SYSTEM
Building Department - Doc Type
Permit
Permit #
18-20494
Building Department - Name
ADVENTIST HEALTH SYSTEM
Address
38240 DAUGHTERY RD
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L , <br /> Encon Services, Inc. <br /> FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 <br /> Job Description hh <br /> Advent Health System O�Q• B,Eu��n <br /> 38240 Daughtery Road �T <br /> Zephyrhills,FL33540 � LICENSE 9�y <br /> AHS M 5 NIL 150 <br /> Florida Building Code,6th Edition(2017) #52949 <br /> ASCE 7-10, Load Case=0.6W+D <br /> Risk Category 11 STATE OF <br /> Kzt 1 <br /> Exposure C <br /> �o'�FS�ZORlOAG <br /> Kd 0.85 S�0 <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 34.15 3.581 1039 3720 <br /> Totals 1 1,039 3,720 <br /> Required Flexural Strength(kip-ft) 3.72 <br /> Provided Flexural Strength (kip-ft) 7.06 4.50"O.D. (.237 wall)Grade A53 B Steel Pipe <br /> 0.575689 <br /> Auger Foundation Design Per Support <br /> Diagonal B(FT) 2.00 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 5.0 FT Deep <br /> Depth(Estimated)(FT) 5 2.0 FT Diameter <br /> S1 500 or <br /> Design Depth(FT) 4.52 Ft 2.5 FT Square <br /> 3.8 FT Deep <br /> Anchor Bolt and Base Plate Design Per Support <br /> Distance Between Bolts 4.95 4509 Tension on Bolts(LB) <br /> Number of Bolts per Base Plate 4 Use 3/4"Dia. F1554 Gr36 Bolts <br /> Plate Width B(IN) 4.95 0.30 Plate thickness(IN) <br /> Bolt Spacing d(IN) 4.95 Use 1"A36 Plate <br /> Width of Pole(IN) 4.5 <br /> Combined <br /> Circular Weld Stress <br /> Diameter thickness <br /> 4.5 0.25 19.01 OK <br /> 10/17/2018 <br /> Advent Health Zephyrhills 38240 Daughtery Road AHS M 5 NIL 150 Standard c <br />
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