Tower

0487-EX-ST-2012 Text Documents

SAIC

2012-06-14ELS_126657

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                                                          §                                    ®                       1) Alllegs are 60 kt,
                                                         3§             g                                              2)   All braces are 36 ksl.
                                                                        2                                              3)   All brace boits are A325X.
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                                                                                                                       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.


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

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