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20-21328
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20-21328
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Last modified
6/15/2021 1:38:46 PM
Creation date
5/12/2021 11:38:40 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-21328
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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March 26, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number 9800.816298,Phase 4, Order 485277, Revision 1 Page 20 <br /> Tower Leg Diagonal Top Girt Bottom Girt Mid Girt i ong Horizontal Short Horizontal <br /> Elevation <br /> ft <br /> Net Width U Net U Net Width U Net U Net U Net, U Net U <br /> Deduct Width Deduct Width Width Width Width <br /> in Deduct in Deduct Deduct Deduct Deduct <br /> in in in I in in <br /> T14 71.50- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 10.00 0.75 0.00 0.75 <br /> 51.42 <br /> T15 51.42- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 �0.00 0.75 0.00 0.75 <br /> 31.33 I <br /> T16 31.33- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 0.00 <br /> Tower Section Geometry (cont'd <br /> Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizonta Short <br /> Elevation Connection Horizontal <br /> ft Type <br /> Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. <br /> in in in in in in in <br /> T1 287.67- Sleeve DS 0.75 .0 0.75 2 0.75 2 0.00 0 0.63 01 0.75 2 0.63 0 <br /> 280.08 A325N A325N A325N A325N A325N A325N A325N <br /> T2 280.08- Sleeve DS 0.75 4 0.75 2 0.75 0 '0.00 0 0.63 0 0.75 2 0.63 0 <br /> 272.50 A325N A325N A325N A325N A325N A325N A325N <br /> T3 272.50- Sleeve DS 0.75 8 0.75 2 0.75 2 0.00 0 0.63 0 0.75 2 0.63 0 <br /> 247.33 A325N A325N A325N A325N A325N A325N A325N <br /> T4 247.33- Sleeve DS 0.75 0 0.75 2 0.75 2 0.00 0 0.63 0 0.75 2 0.63 0 <br /> 232.58 A325N A325N A325N A325N A325N A325N . A325N <br /> T5 232.58- Sleeve DS 1.00 12 0.75 3 0.75 0 0.00 0 0.63 01 0.75 3 0.63 0 <br /> 222.17 A325N A325N A325N A325N A325N IA325N A325N <br /> T6 222.17- Sleeve DS 1.00 0 0.75 3 0.75 0 0.00 0 0.63 01 0.75 3 0.63 0 . <br /> 209.58 A325N A325N A325N A325N A325N A325N A325N <br /> T7 209.58- Sleeve DS 1.00 12 0.75 3 0.75 3 0.00 0 0.63 0 0.75 3 0.63 0 <br /> 197.00 A325N A325N A325N A325N A325N A325N A325N <br /> T8 197.00- Sleeve DS 0.88 0 0.75 4 0.75 0 0.00 0 0.63 01 0.75 3 0.63 0 <br /> 181.30 A325N A325N A325N A325N A325N I A325N A325N <br /> T9 181.30- Sleeve DS 0.88 16 0.75 4 0.75 0 0.00 0 0.63 01 0.75 3 0.63 0 <br /> 170.83 A325N A325N A325N A325N A325N A325N A325N <br /> T10 170.83- Sleeve DS 1.00 12 0.75 6 0.75 0 0.00 0 0.63 0 0.75 3 0.63 0 <br /> 146.75 A325N A325N A325N A325N A325N A325N A325N <br /> T11 146.75- Sleeve DS 1.00 16 0.75 5 0.75 0 0.00 0 0.63 0 0.75 3 0.63 0 <br /> 121.67 A325N A325N A325N A325N A325N f A325N A325N <br /> T12 121.67- Sleeve DS 1.00 20 0.75 5 0.75 0 0.00 0 0.63 0 0.75 3 0.63 0 <br /> 96.58 A325N A325N A325N A325N A325N A325N. A325N <br /> T13 96.58- Sleeve DS 1.13 20 0.75 5 0.75 0 0.00 0 0.63 0 0.75 3 0.63 0 <br /> 71.50 A325N A325N A325N A325N A325N A325N A325N <br /> T14 71.50- Sleeve DS 1.13 20 0.75 5 0.75 0 0.00 0 0.63 0 0.75 3 0.63 0 <br /> 51.42 A325N A325N A325N A325N A325N A325N A325N <br /> T15 51.42- Sleeve DS 1.13 20 0.75 3 0.75 0 0.00 0 0.63 0 0.75 3 0.63 0 <br /> 31.33 A325N A325N A325N A325N A325N A325N A325N <br /> T16 31.33- Sleeve DS 1.13 20 0.88 5 0.75 0 0.00 0 0.63 0 0.75 4 0.63 0 <br /> 0.00 A325N A325N A325N A325N A325N A325N A325N <br /> Feed Line/Linear Appurtenances.- Entered As Round Or Flat <br /> Description Face Allow Exclude Componen Placement Face Lateral # # Clear Width or Perimete Weight <br /> or Shield From t Offset Offset Per Spacin Diameter r <br /> Leg Torque Type It in (Frac FW) Row g 1 in plf <br /> Calculation in in <br /> Ladder Rails A No No Af(CaAa) 197.00- -12.00 0.45 2 2 16.00 2.50 2.44 <br /> (L2.5x2x3/16 0.00 3.00 <br /> Ladder A No No Ar(CaAa) 197.00- -12.00 0.45 1 1 3.00 1.00 2.00 <br /> tnxTower Report-version 8.0.5.0 <br /> i <br />
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