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60.0fl 1 MATERIAL STRENGTH <br /> GRADE Fy Fu GRADE I Fy I Fu <br /> A572-65 65 ksi 80 ksl <br /> TOWER DESIGN NOTES <br /> 1. Tower is located in Snohomish County,Washington. <br /> 2. Tower designed for Exposure C to the TIA-222-H Standard. <br /> 3. Tower designed for a 110 mph basic wind in accordance with the TIA-222-H Standard. <br /> 4. Deflections are based upon a 60 mph wind. <br /> 5. Tower Risk Category II. <br /> 6. Topographic Category 1 with Crest Height of 0.00 ft <br /> 7. CCISeismic Note:Seismic loads generated by CCISeismic 3.2.3 <br /> 8. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H <br /> 9. TOWER RATING:59.8% <br /> 1 <br /> N m N o 0 <br /> •' � `1b O <br /> N G O T N <br /> II <br /> / 31.8 ft J <br /> N <br /> 0 <br /> 2 8 <br /> N <br /> N N N ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 13K <br /> SHEAR MOMENT <br /> 2 K( J 106 kip-ft <br /> SEISMIC <br /> AXIAL <br /> 11K <br /> SHEAR MOMENT <br /> 9K( ' 419 kip-ft <br /> a.oft <br /> e7 TORQUE 1 kip-ft <br /> w ,.. _ REACTIONS-110 mph WIND <br /> `o . m c c 2 <br /> J W v <br /> E U U 6 -- N y, <br /> A GPD Job Feely-BU#:824022 <br /> Aro` 520 South Main Street Suite 2531 PrOfect'2019777.824022.02 <br /> Akron, Ohio 44311 Client:Crown Castle Drawn by msteward APO: <br /> Phone:(330)572-2100 Code:TIA-222-H Date:06/20/19 Scale: NTS <br /> FAX:(330)572-2101 Path: Dwg No.E-1 <br /> r%crawmmTn e] zxiev 0..24021 CCISaunue 3 43 Wo.And Saamw MaMiaT <br />