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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
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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 Zephyrhills (BU 816298) Page6 of 52 <br /> Tower Engineering Project Date <br /> Professior:als TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Ttyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 aobregon <br /> Tourer Redundant Redundant Redundant K Factor <br /> Elevation Bracing Type Si_e <br /> Grade <br /> l <br /> T11 A36 Horizontal(1) Single Angle L2 l/2xl 1/2x3/16 1 <br /> 146.75-121.67 (36 ksi) Horizontal(2) L3x3x3/16 <br /> Diagonal(1) Double Angle 2L2 1/2x2x3/16x1/4 1 <br /> Diagonal(2) 2L2 1/2x2x3/16xl/4 <br /> T12 A36 Horizontal(1) Single Angle L2 1/2xl 1/2x3/16 1 <br /> 121.67-96.58 (36 ksi) Horizontal(2) L3x3x3/16 <br /> Diagonal(1) Double Angle 2L2 1/2x2x3/16xl/4 1 <br /> Diagonal(2) 2L2 1/2x2x3/16x 1/4 <br /> T13 A36 Horizontal(1) Single Angle L2 1/2x2x3/16 1 <br /> 96.58-71.50 (36 ksi) Horizontal(2) L3x3xl/4 <br /> Diagonal(1) Double Angle 2L2 1/2x2x3/16xl/4 1 <br /> Diagonal(2) 2L2 1/2x2x3/16x 1 A <br /> T14 A36 Horizontal(1) Arbitrary Shape L2 1/2x2x3/16 1.3 <br /> 71.50-51.42 (36 ksi) Horizontal(2) 21_2 1/2x2 1/2x3/16 <br /> Diagonal(l) Double Angle 2L2 1/2x2x3/16xl/4 I <br /> Diagonal(2) 2L2 1/2x2x3/16x 1 A <br /> T15 A36 Horizontal(1) Double Angle 2L2 1/2x2x3/16xl/4 1 <br /> 51.42-31.33 (36 ksi) Horizontal(2) 2L2 1/2 x 2 1/2 x 3/16 x 5/16 <br /> Diagonal(1) Double Angle 2L2 1/2x2x3/16xl/4 1 <br /> Diagonal(2) 2L2 1/2x2x3/16xl/4 <br /> T16 A36 Horizontal(1) Arbitrary Shape L2 l/2x2 1/2x1/4(rz) 1 <br /> 31.33-0.00 (36 ksi) Horizontal(2) L2 1/2x2 1/2x1/4(a) <br /> Horizontal(3) 2L3x3xl/4xl/2 <br /> Diagonal(1) Arbitrary Shape L2 1/2x2 1/2x1/4(rz) 1 <br /> Diagonal(2) L3x3x3/16(rz) <br /> Diagonal(3) 2L 5x3.5x5/l6"x3/8" <br /> Sub-Diagonal Double Angle 2L5x3 1/2x5/16x3/8 1 <br /> Sub-Horizontal Double Equal Angle 2L5x5x3/8 I <br /> Hip(1) Double Angle 2L2 1/2 x 2 1/2 x 3/16 x 5116 1 <br /> Hip(2) 2L2 1/2 x 2 1/2 x 3/16 x 5/16 <br /> Hip(3) 2L2 1/2x3xl/4xl/4 <br /> Tower Section Geometry cont'd <br /> Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. !height iWudt. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) A, Spacing Spacing Spacing <br /> Diagonals Hori_ontals Redrndants <br /> ft ft' in in in in <br /> T1 0.00 0.31 A36 1.03 1 1.05 24.00 25.50 0.00 <br /> 287.67-280.08 (36 ksi) <br /> T2 0.00 0.31 A36 1.03 1 1.05 24.00 25.50 0.00 <br /> 280.08-272.50 (36 ksi) <br /> T3 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 0.00 <br /> 272.50-247.33 (36 ksi) <br /> T4 0.00 0.31 A36 1.03 1 1.05 22.50 25.50 0.00 <br /> 247.33-232.58 (36 ksi) <br /> T5 0.00 0.31 A36 1.03 1 1.05 19.50 26.50 0.00 <br /> 232.58-222.17 (36 ksi) <br /> T6 0.00 0.31 A36 1.03 1 1.05 25.00 24.00 0.00 <br /> 222.17-209.58 (36 ksi) <br /> T7 0.00 0.31 A36 1.03 1 1.05 25.00 24.00 0.00 <br /> 209.58-197.00 (36 ksi) <br /> T8 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 23.00 <br /> 197.00-181.30 (36 ksi) <br /> T9 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 24.00 <br /> 181.30-170.83 (36 ksi) <br />
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