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19-20182
Zephyrhills
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2019
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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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b Jo <br /> WxTower' Zephyrhills (BU 816298) Page8 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobregon <br /> FAX:(919)661-6350 <br /> 'Note:Kfactors are applied to member segment lengths.K-braces without inner supporting members will hm,e the Kfacior in the out-of-plane direction applied to <br /> the overall length. <br /> Tower Section Geometry cont'd <br /> Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Hori_ontal Short Hori:onlal <br /> Elevation <br /> ft <br /> Net Width U Net Width U Net Width U Net U Net U Net U Net U <br /> Deduct Deduct Deduct Width Width Width Width <br /> in in in Deduct Deduct Deduct Deduct <br /> in in in in <br /> Tl 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 /> 287.67-280.08 <br /> T2 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 /> 280.08-272.50 <br /> T3 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 /> 272.50-247.33 <br /> T4 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 /> 247.33-232.58 <br /> T5 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 /> 232.58-222.17 <br /> T6 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 /> 222.17-209.58 <br /> T7 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 /> 209.58-197.00 <br /> T8 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 /> 197.00-181.30 <br /> T9 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 /> 181.30-170.83 <br /> T10 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 /> 170.83-146.75 <br /> T11 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 /> 146.75-121.67 <br /> T12 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 /> 121.67-96.58 <br /> T13 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 /> 96.58-71.50 <br /> T14 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 /> 71.50-51.42 <br /> T15 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 /> 51.42-31.33 <br /> T16 3 1.3 3-0.001 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 /> Tower Section Geometry cont'd <br /> Tower Leg Leg Diagonal Top Girt Bottom Girt tLtid Girt Long Horizontal Short Horizontal <br /> Elevation Connection <br /> ft Type <br /> Bolt Sire No. Bolt Sire No. Bolt Si_e No. Bolt Sire No. Bolt Size No. Bolt Size No. Bolt Sire No. <br /> in in in in in in in <br /> Tl Sleeve DS 0.75 0 0.75 2 0.75 2 0.00 0 0.63 0 0.75 2 0.63 0 <br /> 287.67-280.08 A325N A325N A325N A325N A325N A325N A325N <br /> T2 Sleeve DS 0.75 4 0.75 2 0.75 0 0.00 0 0.63 0 0.75 2 0.63 0 <br /> 280.08-272.50 A325N A325N A325N A325N A325N A325N A325N <br />
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