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tnxTower Job page <br /> 816298 Zephyrhills 5 of 11 <br /> SSOEInc. Project Date <br /> 1001 MadisonAve. O�2-O'I23Z-OO 13 53.51 10/23/12 <br /> Toledo,OH43604 Client Designed by <br /> Phone:(4/9)255-3830 CC� <br /> FA.k: (9/9 255-6101 81352 <br /> Descrrption Face Off'set O(jsets.• A�imuth Placement C,�A.a C.�.�_a Werght <br /> or Tvpe Horr Adjustment Front Sede <br /> Leg Lateral <br /> G"ert <br /> � � � � � K <br /> � <br /> Sector Mount[SM 402-3] B None 0 00 227 00 No Ice 18.91 18 91 0.85 <br /> (2)UMWD-03319-R2DM w/ A From Leg 3 00 0 00 227 00 No Ice 6.39 4 76 0 OS <br /> Mount P�pe 0 00 <br /> 0 00 <br /> (2)UMWD-03319-R2DM w/ B From Leg 3 00 0 00 227 00 No Ice 6.39 4 76 0 OS <br /> Mount Pipe 0 00 <br /> 0 00 <br /> (2)UMWD-03319-R2DM w/ C From Leg 3 00 0 00 227 00 No Ice 6 39 4 75 0 OS <br /> Mount Pipe 0 00 <br /> 0 00 <br /> DB224 B From Leg 3 00 0 00 285 00 No Ice 3 I S 3 15 0 03 <br /> 0 00 <br /> 5 00 <br /> Flash Beacon C None 0 00 288.00 No Ice 3 00 3 00 0]0 <br /> Lightning Rod 10'x 0.5" C None 0 00 288 00 No Ice 0.50 0.50 0 O1 <br /> �I� <br /> Description Face Dish Ofjset Offsets: A:imuth 3 d8 Elevation Outside Aperture Weigh� <br /> or Type Type Horz Adjustment Beam Diameter Area <br /> �e8 Lateral Width <br /> G'en <br /> PAR6-65 C Paraboloid w/o From 0.50 37 00 0 �t f� —�__ K "_ <br /> 185 00 6 00 No Ice 2827 0 14 <br /> Radome Leg 0 00 <br /> 0 00 <br /> ANT2 0 6 1 I HPX C Paraboloid From 4 00 25 00 203 00 2.17 No Ice 3 72 0 03 <br /> w/Shroud(HP) Leg 0 00 <br /> 0 00 <br /> Bolt Des� n Data <br /> Sectron Elevation Component Bolt Bolt Srre Number Mcurimum Allowable Ratro Allowable Criteria <br /> No. Type Grade <br /> Of Load per Load Load Ratio <br /> � in Bolts Bolt K Allowable <br /> -- K <br /> T� zgg Diagonal A325N 0 75 2 031 35 78 ��/ 1 Bolt Shear <br /> 0 009 I <br /> Top Girt A325N 0 75 2 0 I] 2229 0 005 � � Member Block <br /> T2 279 Diagonal A325N 0 75 2 0 63 26 20 �/ Shear <br /> 0 024 I � Member Block <br /> Shear <br /> Honzontal A325N 0 75 2 0 46 22 66 I Member Block <br /> 0.02] � <br /> T3 272 Diagonal A325N 0 75 1.56 2620 Shear <br /> � 0 060 � � Member Block <br /> Shear <br /> Horizontal A325N 0 75 2 0 73 32�g 0 023 � � Member Block <br /> T4 259 Diagonal A325N 0 75 z ��� 23 �6 Shear <br /> 0 094 � � Member Block <br /> Shear <br /> Horizontal A325N 0 75 2 1 19 22 66 0 052 � � Member Block <br /> TS 247 Leg A325N 0 75 8 3.86 35 78 Shear <br /> 0 108 � � Bolt DS <br />