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130.0 ft <br /> c?': <br /> 0 <br /> 0 0 r. <br /> LI' DESIGNED APPURTENANCE LOADING <br /> 120.0 ft TYPE ELEVATION TYPE ELEVATION <br /> - - <br /> --- Seismic Discrete Force 1 132.5 _ Seismic Linear Force 7 _ 82.5 <br /> Seismic Discrete Force 2 130 Seismic Linear Force 8 75 <br /> Seismic Discrete Force 3 129 Seismic Section Force 6 75 <br /> Seismic Linear Force 1 125 Seismic Discrete Force 10 71 <br /> Seismic Section Force 1 125 Seismic Discrete Force 11 70 <br /> Seismic Linear Force 2 124.5 Seismic Linear Force 9 65 <br /> Seismic Linear Force 3 115 Seismic Section Force 7 65 <br /> Seismic Section Force 2 115 Seismic Linear Force 10 55 <br /> Seismic Linear Force 4 105 Seismic Section Force 8 55 <br /> Seismic Section Force 3 105 Seismic Linear Force 11 45 <br /> Seismic Discrete Force 4 100 Seismic Section Force 9 45 <br /> Seismic Linear Force 5 95 Seismic Linear Force 12 35 <br /> oo <br /> c d Seismic Section Force 4 95 Seismic Section Force 10 35 <br /> a <br /> Seismic Discrete Force 5 88 Seismic Linear Force 13 25 <br /> Seismic Discrete Force 6 87 Seismic Section Force 11 25 <br /> Seismic Discrete Force 7 86 Seismic Linear Force 14 15 <br /> Seismic Linear Force 6 '85 Seismic Section Force 12 15 <br /> Seismic Discrete Force 8 85 Seismic Linear Force 15 5 <br /> Seismic Section Force 5 85 Seismic Section Force 13 5 <br /> N Seismic Discrete Force 9 83 <br /> A <br /> ti MATERIAL STRENGTH <br /> GRADE Fy Fu GRADE hi-1 Fu <br /> 80.0 ft __._. _ <br /> - --- -- - -- A53-&42 42 ksi 63 ksi <br /> TOWER DESIGN NOTES <br /> 1. Tower is located in Snohomish County,Washington. <br /> 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. <br /> 4. Deflections are based upon a 60 mph wind. <br /> 5. Tower Structure Class II. <br /> 0 6. Topographic Category 1 with Crest Height of 0.000 ft <br /> 7. TOWER RATING:25% <br /> °J o <br /> en ICI O H <br /> 40.0 ft <br /> a o <br /> v a m <br /> a <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 42 K <br /> SHEAR.-- <br /> MOMENT <br /> 5 K 480 kip-ft <br /> 0.0 ft <br /> N REACTIONS-85 mph WIND <br /> 2 2 <br /> E a <br /> d <br /> mu, 23 o S <br /> 1=1". B+T Group 10b 85660.010.01-Lowell, WA (BU#815285) <br /> j� 1717 S. Boulder, Suite 300 PfDfeC{ <br /> 13.1-(ScSr' Tulsa, OK 74119 client:Crown Castle Drawn by:Rakshak App'd: <br /> Phone:(918)587-4630 Code:TIA-222-G Date:05/15/18 Scale: NTS <br /> FAX:(918)295-0265 Path. owg No.E-1 <br />