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tnxTower J°b Pe9e <br /> 816298 Zephyrhills 1 of 11 <br /> SSOE Inc. Project p�e <br /> l00/Madison Ave 012-01232-00 13.53:51 10/23/12 <br /> Toledo,OH43604 CI18nt <br /> Phone. (4/9J 255-3830 CCI Deslgned by <br /> FAX (419 155-610/ 81352 <br /> Tow�r In psta <br /> The main tower is a 4x free standing tower with an overall height of 288.00 ft above the ground line. <br /> "The base of the tower is set at an elevation of 0.00 ft above the ground line. <br /> The face width of the tower is 10.00 ft at the top and 48.00 ft at the base. <br /> This tower is designed using the TIA-222-G standard. <br /> The following design criteria apply: <br /> Tower is located in Pasco County,Florida. <br /> Basic wind speed of 108 mph. <br /> Structure Class II. <br /> Exposure Category C. <br /> Topographic Category 1. <br /> Gest Height 0.00 ft. <br /> Deflections calculated using a wind speed of60 mph. <br /> A non-linear(P-delta)analysis was used. <br /> Pressures are calculated at each section. <br /> Stress ratio used in tower member design is 1. <br /> Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. <br /> OI'� <br /> Consider Moments-Legs Distribute Leg Loads As Umform Treat Feedline Bundles As C'yhnder <br /> Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules <br /> Consider Moments-Diagonals � Assume Rigid Index Plate � Calculate Redundant Bracing Forces <br /> Use Moment Magnification � Use Clear Spans For Wind Area Ignore Redundant Members in FEA <br /> � Use Code Stress Rat�os Use Clear Spens For KL/r � SR Leg Bolts Resist Compression <br /> �/ Use Code Safety Factors-Guys Retension Guys To InRial Tenswn � AII Leg Panels Have Same Allowable <br /> Escalate Ice � Bypass Mast Stabil�ty Checks Offset G�rt At Foundation <br /> Always Use Maac Kz � Use Azimuth Dish Coefficients � Cons�der Feedline Torque <br /> Use Special Wind Profile � Project Wind Area of Appurt � Include Angle Block Shear Check <br /> � Include Bolts In Member Capaciry Autocalc Torque Arm Areas � <br /> � Leg Bolts Are At Top Of Section SR Members Have Cut Ends [nclude Shear-Torsion Interaction <br /> � Secondary Horizontal Braces Leg � Sort Capaciry Reports By Component Always Use Sub-Critical Flow <br /> Use Diamond[nner Bracmg(4 Sided) �/ Tnangulate D�amond Inner Bracing Use Top Mounted Sockets <br /> Add IBC 6D+W Combination <br /> �� �n���r A rter�snces - Entered As Round Or Flat <br /> Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Werght <br /> or Shield Type Offset Offset Per Spacrng Diameter <br /> - --�.- f in (Frac FWf Row rn in in k!f <br /> Feedhne A No Af(CaAa) � 177 00-8 00 � 0 00 -0 15 �1 1 3.00 3 00 ^ �0 01 <br /> Ladder(A� <br /> LDF7-SOA A No Ar(CaAa) 177 00-8 00 0 00 -0 16 3 3 1 00 1 9g <br /> (1-5/8 FOAM) 0 00 <br /> LDFS-SOA A No Ar(CaAa) 285 00-8.00 -1 00 0 495 I I I 00 I 09 <br /> (7/8 FOAM) 0 00 <br /> Feedline B No Af(CaAa) 203 00-8 00 0 00 -0 152 1 1 3 00 3 00 <br /> Ladder(A� 0 01 <br /> TSZ 999 B No Ar(CaAa) 203 00-8 00 0 00 -0 153 3 3 I 00 1 04 0 00 <br /> 066/x�ocM-8A <br /> WG(1-1/32") <br />