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18-20105
Zephyrhills
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18-20105
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Last modified
5/30/2019 7:40:11 AM
Creation date
5/28/2019 2:17:34 PM
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Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
18-20105
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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Job Page <br /> MxTower Zephyrhills (BU 816298) 4 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Ttpon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 aobregon <br /> Tower Section Geometry cont'd <br /> Tower -Top Girt Top Gin Top Girl Bottom Girt Bottom Girt Bottom Girt <br /> Elevation Type Sire Grade Type Size Grade <br /> ft <br /> T3 272.50-247.33 Single Angle L5x3x1/4 A36 Flat Bar A36 <br /> (36 ksi) (36 ksi) <br /> T4247.33-232.58 Double Angle 2L3 1/2x2 1/2xl/4x5/16 A36 Flat Bar A36 <br /> (36 ksi) (36 ksi) <br /> T7 209.58-197.00 Double Angle 2L3x2x3/16x5/16 A36 Flat Bar A36 <br /> (36 ksi) (36 ksi) <br /> Tower Section Geometry cont'd <br /> Tower No. Mid Girt I id Girt Mid Girt Horizonual Horizontal Horizontal <br /> Elevation of Type Sire Grade Tjpe Size Grade <br /> I id <br /> ft Gins <br /> T1 287.67-280.08 None Flat Bar A36 Single Angle L3x2 1/2xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> T2 280.08-272.50 None Flat Bar A36 Double Angle 2L2 1/2x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T3 272.50-247,33 None Flat Bar A36 Double Equal 2L2x2x3/16x5/16 A36 <br /> (36 ksi) Angle (36 ksi) <br /> T4 247.33-232.58 None Flat Bar A36 Double Angle 2L2 1/2x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T5 232.58-222.17 None Flat Bar A36 Double Angle 2L5x3 1/2x5/l6x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T6 222.17-209.58 None Flat Bar A36 Double Angle 2L3x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T7 209.58-197.00 None Flat Bar A36 Double Angle 2L3x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T8 197.00-181.30 None Flat Bar A36 Double Angle 2L5x3x5/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T9 181.30-170.83 None Flat Bar A36 Double Angle 2L6x3.5x5/16x5/l6" A36 <br /> (36 ksi) (36 ksi) <br /> T10 None Flat Bar A36 Double Angle 2L3 1/2x2 1/2xl/4x5/16 A36 <br /> 170.83-146.75 (36 ksi) (36 ksi) <br /> TI 1 None Flat Bar A36 Double Angle 2L5x3 1/2x5/16x5/16 A36 <br /> 146.75-121.67 (36 ksi) (36 ksi) <br /> T12 121.67-96.58 None Flat Bar A36 Double Angle 2L4x3xl/4x1/4 A36 <br /> (36 ksi) (36 ksi) <br /> T13 96.58-71.50 None Flat Bar A36 Double Angle 2L4x3 1/2x5/16xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> T14 71.50-51.42 None Flat Bar A36 Double Angle 2L3 1/2x2 1/2xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> T15 51.42-31.33 None Flat Bar A36 Double Angle 2L3 1/2x2 1/2xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> T16 31.33-0.00 None Flat Bar A36 Double Angle 2L6x4x7/l6xl/2 A36 <br /> (36 ksi) (36 ksi) <br /> Tower Section Geometry (cont'd <br />
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