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19-21890
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19-21890
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Last modified
2/18/2021 10:49:06 AM
Creation date
2/17/2021 9:36:49 AM
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Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
19-21890
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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February 08, 2019 . <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number-9800.816298,Phase 3,Application 477164,Revision 0 Page 15 <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K Brace Horizontals Offset Offset <br /> End <br /> It It Panels in in <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 Size Grade Type Size Grade <br /> ft <br /> T1 287.67- Equal Angle L5x5x5/16 A572-50 Double Angle 21-2 1/2x2x3/16x5/16 A36 . <br /> 280.08 (50 ksi) (36 ksi) <br /> T2 280.08- Equal Angle L5x5x5/16 . A572-50 Double Angle 21-2 1/2x2x3/16x5/16 A36 <br /> 272.50 (50 ksi) (36 ksi) <br /> T3 272.50- Equal Angle -L5x5x1/2 A572-50 Double Equal 21-2 1/2x2 1/2x1/4x5/16 A36 <br /> 247.33 (50 ksi) Angle (36 ksi) <br /> T4 247.33- Equal Angle L8x8x5/8 A572-50 Double Angle 21-3x2 1/2x1/4xl/4 A36 <br /> 232.58 (50 ksi) (36 ksi) <br /> T5 232.58- Equal Angle L8x8x5/8 A572-80 Double Angle 21-2 1/2x3x1/4xl/4 A36 <br /> 222.17 (50 ksi) (36 ksi) <br /> T6 222.17- Equal Angle L8x8x5/8 A572-50 Double Angle 21-2 1/2x3 1/2x1/4x5/16 A36 <br /> 209.58 (50 ksi) (36 ksi) <br /> T7 209.58- Equal Angle L8x8x5/8 A572-50 Double Angle 21-2 1/2x3 1/2x1/4x5/16 A36 <br /> 197.00 (50 ksi) (36 ksi) <br /> T8 197.00- Equal Angle L8x8x1 1/8 A572-50 Double Angle 2L 3 1/2 x 4 x 114 x 114 A36 <br /> 181.30 (50 ksi) (36 ksi) <br /> T9 181.30- Equal Angle L8x8xl 1/8 A572-50 Double Angle . 2L 3 x 3 1/2 x 1/4 x 1/4 A36 <br /> 170.83 (50 ksi) (36 ksi) <br /> T10 170.83- Equal Angle L8x8xl 1/8 A572-50 Double Angle 21-3 1/2x5x5/16x5/16 A36 <br /> 146.75 (50 ksi) (36 ksi) <br /> T11 146.75- Equal Angle L8x8x3/4 A572-50 Double Angle 21-3 1/2x5x5/16x5/16 A36 <br /> 121.67 (50 ksi) (36 ksi) <br /> T12 121.67- Equal Angle L8x8xl A572-50 Double Angle 21-3 1/2x5x5/16x5/16 A36 <br /> 96.58 (50 ksi) (36 ksi) <br /> T13 96.58- Equal Angle L8x8xl 1/8 A572-50 Double Angle 21-3 1/2x5x5/16x5/16 A36 <br /> 71.50 (50 ksi) (36 ksi) <br /> T14 71.50- Equal Angle L8x8xl 118 A572-50 Double Angle 2L 3 1/2 x 4 x 1/4 x 1/4 A36 <br /> 51.42 (50 ksi) (36 ksi) . <br /> T15 51.42- Equal Angle L8x8xl 118 A572-50 Double Angle 21-3 1/2x4x5/16x1/2 A36 <br /> 31.33 (50 ksi) (36 ksi) <br /> T16 31.33-0.00 Equal Angle L8x8x1 1/8 A572-50 Double Equal 2L5x5x3/8 x1/2 A36 <br /> (50 ksi) Angle (36 ksi)_ <br /> Tower Section Geometry (cont'd) <br /> Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt <br /> Elevation Type Size Grade Type Size Grade <br /> It <br /> T3 272.50- Single Angle L&M/4 A36 Flat Bar A36 <br /> 247.33 (36 ksi) (36 ksi) <br /> T4 247.33- Double Angle 21-3 1/2x2 1/2x1/4x5/16 A36 Flat Bar A36 <br /> 232.58 (36 ksi) (36 ksi) <br /> T7 209.58- Double Angle 2L3x2x3/16x5/16 A36 Flat Bar A36 <br /> 197.00 (36 ksi) (36 ksi) <br /> Tower Section Geometry(cont'd) <br /> tnxTower Report-version 8.0.4.0 <br />
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