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19-20182
Zephyrhills
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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
Metadata
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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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tnxTower Job Page <br /> Zephyrhills (BU 816298) 3 of 52 <br /> Tower Engineering Project Date <br /> Professimrals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tryon Road <br /> Raleigh.NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX (919)661-6350 aobregon <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K Brace Horizontals Offset Offset <br /> End <br /> fit ft Panels in in <br /> T4 247.33-232.58 7.38 K Brace Down No Yes 0.00 0.00 <br /> T5 232.58-222.17 10.42 K 1 Down No Yes 0.00 0.00 <br /> T6 222.17-209.58 12.58 KI Down No Yes 0.00 0.00 <br /> T7 209.58-197.00 12.58 K1 Down No Yes 0.00 0.00 <br /> T8 197.00-181.30 15.70 Kl Down No Yes 0.00 0.00 <br /> T9 181.30-170.83 10.47 Kl Down No Yes 0.00 0.00 <br /> T10 170.83-146.75 24.08 K2 Down No Yes 0.00 0.00 <br /> TI 1 146.75-121.67 25.08 K2 Down No Yes 0.00 0.00 <br /> T12 121.67-96.58 25.08 K2 Down No Yes 0.00 0.00 <br /> T13 96.58-71.50 25.08 K2 Down No Yes 0.00 0.00 <br /> T14 71.50-51.42 20.08 K2A Down No Yes 0.00 0.00 <br /> T15 51.42-31.33 20.08 K2A Down No Yes 0.00 0.00 <br /> T16 31.33-0.00 31.33 Portal No Yes 0.00 0.00 <br /> Tower Section Geometry cont'd <br /> Tower Leg Leg Leg Diagonal Diagonal Diagonal <br /> Elevation Type Sce Grade Type Si_e Grade <br /> --ft <br /> Tl 287.67-280.08 Equal Angle L5x5x5/16 A572-50 Double Angle 2L2 1/2x2x3/16x5/16 A36 <br /> (50 ksi) (36 ksi) <br /> T2 280.08-272.50 Equal Angle L5x5x5/16 A572-50 Double Angle 2L2 1/2x2x3/16x5/16 A36 <br /> (50 ksi) (36 ksi) <br /> T3 272.50-247.33 Equal Angle L5x5xl/2 A572-50 Double Equal 21-2 I/2x2 1/2xl/4x5/16 A36 <br /> (50 ksi) Angle (36 ksi) <br /> T4 247.33-232.58 Equal Angle L8x8x5/8 A572-50 Double Angle 2L3x2 1/2x1/4xl/4 A36 <br /> (50 ksi) (36 ksi) <br /> T5 232.58-222.17 Equal Angle L8x8x5/8 A572-50 Double Angle 21-2 1/2x3xl/4xl/4 A36 <br /> (50 ksi) (36 ksi) <br /> T6 222.17-209.58 Equal Angle L8x8x5/8 A572-50 Double Angle 2L2 1/2x3 1/2xl/4x5/16 A36 <br /> (50 ksi) (36 ksi) <br /> T7 209.58-197.00 Equal Angle L8x8x5/8 A572-50 Double Angle 2L2 1/2x3 1/2xl/4x5/16 A36 <br /> (50 ksi) (36 ksi) <br /> T8 197.00-181.30 Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L 3 1/2 x 4 x 1/4 x 1/4 A36 <br /> (50 ksi) (36 ksi) <br /> T9 181.30-170.83 Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L 3 x 3 1/2 x 1/4 x 1/4 A36 <br /> (50 ksi) (36 ksi) <br /> T10 Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L3 1/2x5x5/16x5/16 A36 <br /> 170.83-146.75 (50 ksi) (36 ksi) <br /> TI 1 Equal Angle L8x8x3/4 A572-50 Double Angle 2L3 1/2x5x5/16x5/16 A36 <br /> 146.75-121.67 (50 ksi) (36 ksi) <br /> T12 121.67-96.58 Equal Angle L8x8xl A572-50 Double Angle 21-3 1/2x5x5/16x5/16 A36 <br /> (50 ksi) (36 ksi) <br /> T13 96.58-71.50 Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L3 1/2x5x5/16x5/16 A36 <br /> (50 ksi) (36 ksi) <br /> T1471.50-51.42 Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L3 1/2 x 4 x 1/4 x 1/4 A36 <br /> (50 ksi) (36 ksi) <br /> T15 51.42-31.33 Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L3 1/2x4x5/16xl/2 A36 <br /> (50 ksi) (36 ksi) <br /> T16 31.33-0.00 Equal Angle L8x8xl 1/8 A572-50 Double Equal 2L5x5x3/8 xl/2 A36 <br /> (50 ksi) Angle (36 ksi) <br />
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