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s <br /> vX wu.un r <br /> J <br /> M § N <br /> DESIGNED APPURTENANCE LOADING <br /> 120.0 ft TYPE ELEVATION TYPE I ELEVATION <br /> I Seismic Discrete Force 1 132.5 Seismic Linear Force 8 75 <br /> 1 Seismic Discrete Force 2 130 Seismic Section Force 6 75 <br /> Seismic Discrete Force 3 129 Seismic Discrete Force 8 71 <br /> Seismic Linear Force 1 125 Seismic Discrete Force 9 70 <br /> ISeismic Section Force 1 125 Seismic Linear Force 9 65 <br /> Seismic Linear Force 2 124.5 Seismic Section Force 7 65 <br /> Seismic Linear Force 3 115 Seismic Linear Force 10 55 <br /> Seismic Section Force 2 115 Seismic Section Force 8 55 <br /> Seismic Linear Force 4 105 Seismic Linear Force 11 45 <br /> Seismic Section Force 3 105 Seismic Section Force 9 45 <br /> Seismic Discrete Force 4 100 Seismic Linear Force 12 35 <br /> m <br /> x8 m Seismic Linear Force 5 95 Seismic Section Force 10 35 <br /> N a ,o a Seismic Section Force 4 95 Seismic Linear Force 13 25 <br /> Seismic Discrete Force 5 87 Seismic Section Force 11 25 <br /> Seismic Linear Force 6 85 Seismic Linear Force 14 15 <br /> Seismic Discrete Force 6 85 Seismic Section Force 12 15 <br /> Seismic Section Force 5 85 Seismic Linear Force 15 5 <br /> Seismic Discrete Force 7 83 Seismic Section Force 13 5 <br /> Seismic Linear Force 7 82.5 <br /> '''1: <br /> MATERIAL STRENGTH <br /> a GRADE Fy Fu GRADE I Fy I Fu <br /> A53-B-42 42 ksi 63 ksi <br /> 80.0 ft <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 /> 6. Topographic Category 1 with Crest Height of 0.000 ft <br /> 1 <br /> 0 7. TOWER RATING:25.8% <br /> oZzi G <br /> M t0 O tri <br /> co V <br /> co <br /> 40.0 ft <br /> 1 <br /> N g <br /> V N C W <br /> a a O CO <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 1 40 K <br /> 5SHEAR MOMENT <br /> 5 K 500 kip-ft <br /> 0.0 ft L <br /> o REACTIONS-85 mph WIND <br /> N <br /> C Y <br /> o_ { a <br /> 1] ,11C 8 'y <br /> V, N . c5 3 <br /> B+T Group <br /> ,.F 717Job:85660.007.01-Lowell, WA(BU#8152E <br /> S. Boulder,Suite 300 Protect: <br /> 03.1'C,,.t,, Tulsa,OK 74119 Client. Crown Castle Drawn by:Nithin P Amin App'd: <br /> Phone:(918)587-4630 Code: TIA-222-G Date:08/18/17 Scale: n <br /> FAX:(918)295-0265 Path: W�uNnry ¶nw Dwg No. <br />