Laserfiche WebLink
Page <br /> tnxTower J�b 816298 Zephyrhills 5 of 11 <br /> SSOE Inc. Project Date <br /> 1001 MadisonAve. 012-01232-00 13 53.51 10/23/12 <br /> Toledo,OH4360� Client Designed by <br /> Phone. (4!9)255-3830 CCI 81352 <br /> FAX (419 255-6101 <br /> Descrrption Face O,�set O,�jsets: A�imuth Placement C�A� CaA.i Weight <br /> or Tvpe Horz Adjushnent Front Side <br /> Leg Latera! <br /> G'ert <br /> /1 ° /t .Rz .� K <br /> .� <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[ce 6.39 4 76 0 OS <br /> Mount Pipe 0 00 <br /> 0 00 <br /> (2)UMWD-03319-R2DM w/ B From Leg 3 00 0 00 227 00 No[ce 639 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 76 0 OS <br /> Mount P�pe 0 00 <br /> 0 00 <br /> DB224 B From Leg 3 00 0 00 285 00 No Ice 3 15 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 10 <br /> Lightning Rod 10'x 0.5" C None 0 00 288.00 No[ce 0.50 0.50 0 O1 <br /> 1���$ <br /> Descriptron Face Drsh Offset O/jsets: Azimuth 3 d8 Elevation Outside Aperture Weight <br /> or Type Type Horz Ad�ustment Beam Diameter Area <br /> L,eg Lateral Width <br /> �ert <br /> 1� __ ° ° _ fr f _ .f" K _ <br /> PAR6-65 C Paraboloid w/o From 0 50 37 00 185 00 6 00 No Ice 2827 0 14 <br /> Radome Leg 0 00 <br /> 0 00 <br /> ANT2 0 6 11 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 /> Boit Desi n Data <br /> Section Elevation Component Bolt Bolt Sire Number Maximum A//owable Ratio Allowable Criteria <br /> No. Type Grade Of Load per Load Load Ratio <br /> ft an Bolts Bolt K Allowable <br /> K <br /> T 1 � 288 Diagonal A325N 0 75 2 031 � 35 78 0 009 � � Bolt Shear <br /> Top Gut A325N 0 75 2 0 11 z229 0 005 � l Member Block <br /> Shear <br /> T2 279 Diagona] A325N 0 75 2 0 63 26 20 0 024 � I Member Block <br /> Shear <br /> Horizontal A325N 0 75 2 0 46 22.66 �02� � 1 Member Block <br /> Shear <br /> T3 272 Diagonal A325N 0 75 2 1.56 26 20 0 060 � � Member Block <br /> Shear <br /> Horizontai A325N 0 75 2 0 73 32 l8 0 023 � I Member Biock <br /> Shear <br /> T4 259 Diagonal A325N 0 75 2 2 17 23 l6 0 094 � � Member Block <br /> Shear <br /> Horizontal A325N 0 75 2 1 19 22.66 0 052 � � Member Block <br /> Shear <br /> TS 247 Leg A325N 0 75 8 3 86 35 78 ���g ✓ 1 Bolt DS <br />