Tower

0487-EX-ST-2012 Text Documents

SAIC

2012-06-14ELS_126657

8 Designed Appurtnance Loading a tescripdon Talin § tom. t EPA i at i 205 s4 it EPA 0) + a2 mi EPA o1 & 828 m. i. EPA (0 + x 16 ». i. E2A 8 3 Platom —Fhod T7 miEra § $8 To Lsg Sn Noun ( €HP. Oktes TTn Eon 17 sAEPA a Heue k {12NZ] 5 * Base Reactions id F4 Toual Foundation indhicual rooling § Sheat ton Ts Sex tos 7a 4 Axal tpa) ture Compressizn Oirs) 200 Homen(ie as U (ird iss Tosion (ttips) «n 8 ;’ s Notes 8 § ® 1) Alllegs are 60 kt, 3§ g 2) All braces are 36 ksl. 2 3) All brace boits are A325X. sizes ane preuminary Ano way ciance uoK FINX. Desion 4) The tower model is S3TL Series HD1. 5) Transmission lines are tobe attached to standard 8 holo waveguide ladders. 6) Azimuths are relative (notbased on true north). 7) Foundation loads shownare maximums. L TR 8) (6) 1" dia. F1554 grade 105 anchor botts par leg. Minimum 35.5" embedment E a1@f—] a9 from top of concrete to to of nut § & 2 s 9) All unequal angles are ofented with the short feg vertical. x " 10) This tower was designedfor a basic wind spaed of 20 mah with 0" of radial x Ice, in accordance with ANSUTIA—222—G, Structure Class II, Exposure $ Category C, TopographicCategory 1. ) 11} The foundation loads shom are factorad loads. 4 x 8 8 $|4 2|s e & 183 —] a a|& 4|% & x& 3 x s 3 s §al l2|% £ 0 & &———a i $ < #—0° AB g § ilhi/dl?‘s #lals/al8/2\%

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Document Created: 2018-12-18 00:19:57
Document Modified: 2018-12-18 00:19:57
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