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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 22 <br /> Description Face Allow Exclude Componen Placement Face Lateral # # Clear Width or Pedmete Weight <br /> or Shield From t Offset Offset Per Spacin Diameter r <br /> Leg. Torque Type It in (Frac FRO Row g in pit <br /> Calculation in in <br /> 32.00 <br /> CAT5E(1/4) B No No Ar(CaAa) 203.00- 0.00 0.38 1 1 0.25 6.25 0.10 <br /> 0.00 <br /> New WG B No No Af(CaAa) 203.00- 0.00 0.38 1 1 3.00 0.41 2.30 <br /> Rungs 0.00 <br /> New WG B No No Af(CaAa) 203.00- 0.00 0.38 2 2 22.00 1.50 1.23 <br /> Rails 0.00 3.00 <br /> **C-Face** <br /> EC7-50(1- C No No Ar(CaAa) 195.00- 0.00 -0.25 5 3 2.00 1.97 1.01 <br /> 5/8) 7.00 - 0.50 <br /> EC7-50(1- C No No Ar(CaAa) 195.00- 0.00 -0.35 4 2 2.00 1.97 1.01 <br /> 5/8) 7.00 0.50 <br /> ASU9323TY C No No Ar(CaAa) 195.00- 0.00 -0.23 2 2 0.50 1.24 1.05 <br /> P01(1-1/4) 7.00 <br /> ASU9323TY C No No Ar(CaAa) 195.00- . 2.00 0.24 1 1 1.24 1.24 1.05 <br /> 1301(1-1/4) 7.00 <br /> WG3 Rungs C No No Af(CaAa) 200.00- 0.00 -0.25 1 1 3.00 1.63 1.11 <br /> 12.00 <br /> WG3 Rails C No No Af(CaAa) 200.00- 0.00 -0.25 2 2 26.00 2.00 1.65 <br /> 12.00 3.00 <br /> WG4 Rungs C No No Af(CaAa) 200.00- 0.00 0.25 1 1 3.00 1.54 1.23 <br /> 15.00 <br /> WG4 Rails C No No Af(CaAa) 200.00- 0.00 0.25 2 2 37.00 1.50 1.23 <br /> 15.00 3.00 <br /> **D-Face** <br /> WG5 Rungs D No No Af(CaAa) 226.00 0.00 0.25 1 1 3.00 1.63 1.11 <br /> 11.00 <br /> WG5 Rails D No No Af(CaAa) 226.00- 0.00 0.25 2 2 26.00 2.00 1.65 <br /> 11.00 3.00 <br /> L3x3x3/16" D No No Af(CaAa) 122.00- 0.00 -0.35 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> L3x3x3/16" D No No Af(CaAa) 150.00- 0.00 -0.25 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> L3x3x3/16" D No No Af(CaAa) 184.00 0.00 -0.15 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> Feed Line/Linear Appurtenances - Entered As Area <br /> Description Face Allow Exclude Componen Placement Total CAAA Weight <br /> or Shield From t Number <br /> Leg Torque Type ft ftZfft plf <br /> Calculation <br /> **Leg Plates** <br /> PL 0.5x8 A No No CaAa(Out 146.80-96.60 2 No Ice 0.00 13.61 <br /> Of Face) <br /> PL 0.5x8 B No No CaAa(Out 146.80-96.60 2 No Ice 0.00 13.61 <br /> Of Face) <br /> PL 0.5x8 C No No CaAa(Out 146.80-96.60 2 No Ice 0.00 13.61 <br /> Of Face) <br /> PL 0.5x8 D No No CaAa(Out 146.80-96.60 2 No Ice 0.00 13.61 <br /> Of Face) <br /> PL 0.625x8 A No No CaAa(Out 96.60-51.40 2 No Ice 0.00 17.01 <br /> Of Face) <br /> PL 0.625x8 B No No CaAa(Out 96.60-51_.40 2 No Ice 0.00 17.01 <br /> Of Face) <br /> PL 0.625x8 C No No CaAa(Out 96.60-51.40 2 No Ice 0.00 17.01 <br /> Of Face) <br /> PL 0.625x8 D No No CaAa(Out 96.60-51.40 2 No Ice 0.00 17.01 <br /> Of Face) <br /> PL 0.75x8 A No No CaAa(Out 51.40-31.30 2 No Ice 0.00 20.42 <br /> Of Face) <br /> PL 0.75x8 B No No CaAa(Out 51.40-31.30 2 No Ice 0.00 20.42 <br /> Of Face) <br /> tnxTower Report-version 8.0.4.0 <br />
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