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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 CCI BU No 816298 <br /> Project Number 9800.816298,Phase 4, Order 485277, Revision 1 Page.23 <br /> Description Face Allow Exclude Componen Placement Total CAAA Weight <br /> or Shield From t Number <br /> Leg Torque Type ft 0ft plf <br /> Calculation <br /> PL 0.5x8 A No No CaAa(Out 146.80-96.60 2 No Ice 0.0I- 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 /> ### <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) I <br /> PL 0.625x8 C No No CaAa(Out 96.60-51.40 2 No Ice 0.00 17.01 <br /> Of Face) I <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 /> PL 0.75x8 C No No CaAa(Out 51.40-31.30 2 No Ice 0.00 20.42 <br /> Of Face) <br /> PL 0.75x8 D No No CaAa(Out 51.40-31.30 2 No Ice 0.001 20.42 <br /> Of Face) <br /> k## <br /> PL 0.875x8 A No No CaAa(Out 31.30-0.00 2 No Ice 0.00 23.82 <br /> Of Face) <br /> PL 0.875x8 -B No No CaAa(Out 31.30-0.00 2 No Ice 0.001 23.82 <br /> Of Face) <br /> PL 0.875x8 C No No CaAa(Out 31.30-0.00 2 No Ice 0.00 23.82 <br /> ### <br /> Of Face) <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face AR AF CAAA CAAA Weight <br /> Sectio Elevation In Face Out Face <br /> n. ft ftz fl2 ftz ftz K <br /> T1 287.67-280.08 A 0.000 0.000 9.001 0.000 0.073 <br /> B 0.000 0.000 5.480 0.000 0.027 <br /> C 0.000 0.000, 0.000 0.000 0.000 <br /> D 0.000 0.000 7.078 0.000 0.052 <br /> T2 280.08-272.50 A 0.000 0.000 12.590 0.000 0.108 <br /> B 0.000 0.000 10.273 0.000 -0.052 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 7.078 0.000 0.052 <br /> T3 272.50-247.33 A 0.000 0.000 41.782 0.000 0.358 <br /> B 0.000 0.000 36.140 0.000 0.178 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 23.489 0.000 0.173 <br /> T4 247.33-232.58 A 0.000 0.000 24.488 0.000 0.210 <br /> B 0.000 0.000 21.181 0.000 0.104 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 13.767 0.000 0.101 <br /> T5 232.58-222.17 A 0.000 0.000 17.294 0.000 0.148 <br /> B 0.000 0.000 14.958 0.000 0.074 <br /> C 0.000 0.000 0.000 0.000 0.000 <br /> D 0.000 0.000 13.316 0.000 0.089 <br /> T6 222.17-209.58 A 0.000 0.000 20.891 0.000 0.179 <br /> B 0.000 0.000 24.374 0.000 0.135 <br /> tnxTower Report-version 8.0.5.0 <br /> i <br />
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