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Pa e <br /> ������� �ob Pasco County(VS) (BU 826548) 9 1 of 35 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 48167.104472 10:01:41 12/21/16 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle Kell E. Hoiness, <br /> FAX.•(919)661-6350 - y <br /> - E.I. � <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 8.000 ft at the top and 21.333 ft at the base. . <br /> This tower is designed using the TTA-222-G standard. <br /> The following design criteria apply: <br /> Tower is located in Pasco County,Florida. <br /> Basic wind speed of 106 mph. <br /> Structure Class II. <br /> Exposure Category C. _ <br /> Topographic Category 1. <br /> Crest Height O.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,feed line supports,and appurtenance mounts are not considered. <br /> O t1ot1S - <br /> Co�sider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules <br /> Consider MomenLs-Horizontals Assume I,egs Pinned � Calcula[e Redundant Bracing Forces <br /> Consider Moments-Diagonals � Assume Rigid Index Plate Ignore Redundant Members in FEA <br /> Use Moment Magnification � Use Clear Spans For Wind Area SR Leg Bolts Resis[Compression <br /> 1� Use Code Stress Ratios � Use Clear Spans For KIJr All Leg Panels Have Same Allowable <br /> � Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt A[Foundation <br /> Escalate Ice � Bypass Mast Stability Checks � Consider Feed Line Torque <br /> Always Use Max Kz � Use Azimuth Dish Coe�cients � Include Mgle Block Shear Check <br /> Use Special Wind Profile � Project Wind Area of Appurt Use TIA-222-G Bracing Resist.Exemption <br /> � Include Bol[s In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption <br /> Leg Bolts Are At Top Of Secuo� Add IBC.6D+W Combinauon poj� <br /> � Secondary Horizontal Braces Leg � Sor[Capacity Reports By Component Include Shear-Torsion Interaction <br /> Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Criucal Flow <br /> SR Members Have Cut Ends Trea[Feed Line Bundles As Cylinder Use Top Mounted Sockets <br /> SR Members Are Concentric <br />