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Page <br /> �ob 1 of 13 <br /> tnxTower T-Mobile Zephyrhills <br /> Date <br /> Project p7:27:50 08101112 <br /> Excell Communications,Inc. LTE Phase III <br /> 6247 Amber HilJs Road Designed by <br /> Trussville,AL 35/73 Cllent cstewart <br /> Phone:(205)956-0198 Verizon Wireless <br /> FAX.(105)956-1632 <br /> Tower In ut Data <br /> The main tower is a 3x free standing tower with an overall height of 190.00 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 8.00 ft at the top and 21.33 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,Fiorida. <br /> Basic wind speed of 107 mph. <br /> Structure Class II. <br /> Exposure Category B. <br /> Topographic Category 1. <br /> Crest Height 0.00 ft. <br /> Deflections calculated using a wind speed of 60 mph. <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 /> O tiOnS <br /> Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder <br /> Consider Moments-Legs Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules <br /> Consider Moments-Horizontals � Assume Rigid Index Piate � Calculate Redundant Bracing Forces <br /> Consider Moments-Diagonals I nore Redundant Members in FEA <br /> Use Moment Magnification � Use Clear Spans For Wind Area g <br /> � Use Clear Spans For KL/r SR Leg Bolts Resist Compression <br /> � Use Code Stress Ratios � All Le Panels Have Same Allowable <br /> � Use Code Safety Factors-Guys � Retension Guys To Initial Tension g <br /> Bypass Mast Stability Checks Offset GiR At Foundation <br /> Escalate Ice � Consider Feedline Torque <br /> plways Use Max Kz � Use Azimuth Dish Ccefficienu Include Angle Block Sheur Check <br /> Use Special Wind Profile � Project Wind Area of Appurt. po�� <br /> � Autocalc Torque Arm Areas <br /> � Include Bolts In Member Capacity SR Members Have Cut Ends Include Shear-Torsion Interaction <br /> � Leg Bolts Are At Top Of Section Alwa s Use Sub-Critical Flow <br /> � Secondary Horizontal Braces Leg Sort Capacity Reports By Component Y <br /> � Trian ulate Diamond Inner Bracing Use Top Mounted Sockets <br /> Use Diamond In�er Bracing(4 Sided) g <br /> Add IBC.6D+W Combination <br />