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19-20182
Zephyrhills
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2019
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19-20182
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Last modified
9/19/2019 8:33:09 AM
Creation date
9/18/2019 10:35:03 AM
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Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Permit #
19-20182
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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tnx, Job Page <br /> Zephyrhills(BU 816298) 5 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 aobregon <br /> Totter Secondary Secondmy Horizontal Secondary Inner Bracing Inner Bracing Size borer Bracing <br /> Elevation Horizontal Type Sire Horizontal Type Grade <br /> Grade <br /> It <br /> T1 287.67-280.08 Equal Angle A36 Equal Angle L3x3x3/16 A36 <br /> (36 ksi) (36 ksi) <br /> T2 280.08-272.50 Equal Angle A36 Equal Angle L3x3x3/16 A36 <br /> (36 ksi) (36 ksi) <br /> T3 272.50-247.33 Equal Angle A36 Equal Angle L3x3x3/16 A36 <br /> (36 ksi) (36 ksi) <br /> T4 247.33-232.58 Equal Angle A36 Equal Angle L4x4x114 A36 <br /> (36 ksi) (36 ksi) <br /> T5 232.58-222.17 Equal Angle A36 Equal Angle L4x4x1/4 A36 <br /> (36 ksi) (36 ksi) <br /> T6 222.17-209.58 Equal Angle A36 Equal Angle L4x4x1/4 A36 <br /> (36 ksi) (36 ksi) <br /> T7209.58-197.00 Equal Angle A36 Double Angle 2L3x2x3/16x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T8 197.00-181.30 Equal Angle A36 Single Angle L7x4x3/8 A36 <br /> (36 ksi) (36 ksi) <br /> T9 181.30-170.83 Equal Angle A36 Single Angle L3 1/2x2 1/2xl/4 A36 <br /> (36 ksi) (36 ksi) <br /> T10 Equal Angle A36 Equal Angle L3x3x3/16 A36 <br /> 170.83-146.75 (36 ksi) (36 ksi) <br /> TI I Equal Angle A36 SinglAAngle L5x3xl/4 A36 <br /> 146.75-121.67 (36 ksi) (36 ksi) <br /> T12 121.67-96.58 Equal Angle A36 Double Equal 2L3 1/2x3 1/2xl/4x5/16 A36 <br /> (36 ksi) Angle (36 ksi) <br /> T13 96.58-71.50 Equal Angle A36 Double Angle 2L2x2-l/2x3/l6x5/16 A36 <br /> (36 ksi) (36 ksi) <br /> T14 71.50-51.42 Equal Angle A36 Double Equal 2L2 1/2x2 1/2x3/16x5/16 A36 <br /> (36 ksi) Angle (36 ksi) <br /> T15 51.42-31.33 Equal Angle A36 Double Angle 21,2 1/2x3x1/4x1A A36 <br /> (36 ksi) (36 ksi) <br /> T16 31.33-0.00 Equal Angle A36 Double Equal 21-2 1/2x2 1/2x3/16x5/16 A36 <br /> (36 ksi) Angle (36 ksi) <br /> Tower Section Geometry cont'd <br /> Totrer Redundant Redundam Redundant K Factor <br /> Elevation Bracing Type Size <br /> Grade <br /> fl <br /> T3 A36 Horizontal(1) Single Angle L2 1/2x2x3/16 1 <br /> 27250-247.33 (36 ksi) Diagonal(1) Single Angle L2 1/2x2x3/16 I <br /> T5 A36 Horizontal(1) Single Angle L21/2xl 1/2x3/16 1 <br /> 23258-222.17 (36 ksi) Diagonal(1) Single Angle L2 1/2x2x3/16 I <br /> T6 A36 Horizontal(1) Single Angle L2 1/2x2x3/16 1 <br /> 222.17-209.58 (36 ksi) Diagonal(1) Equal Angle L2 1/2x2 1/2x3/16 I <br /> T7 A36 Horizontal(1) Single Angle L2 1/2x2x3/16 1 <br /> 209.58-197.00 (36 ksi) Diagonal(1) Equal Angle L2 1/2x2 1/2x3/16 I <br /> T8 A36 Horizontal(1) Double Angle 2L2 l/2x2x3/l6xl/4 1 <br /> 197.00-181.30 (36 ksi) Diagonal(1) Double Angle 21-2 1/2x2x3/16xl/4 I <br /> T9 A36 Horizontal(I) Single Angle L2 1/2x2x3/16 I <br /> 181.30-170.83 (36 ksi) Diagonal(1) Equal Angle L2 l/2x2 1/2x3/16 1 <br /> T10 A36 Horizontal(1) Single Angle L2 1/2xl 1/2x3/16 1 <br /> 170.83-146.75 (36 ksi) Horizontal(2) L2 1/2x2 1/2x3/16 <br /> Diagonal(1) Double Angle .21-21/2x2x3/16xl/4 I <br /> Diagonal(2) 2L2 1/2x2x3/16x1/4 <br />
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