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i000 n I I I 111F ? <br /> -1 f n I <br /> m <br /> Li u <br /> MATERIAL STRENGTH <br /> GRADE I Fy Fu GRADE F'I Fu' <br /> ro A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi <br /> A <br /> TOWER DESIGN NOTES <br /> m I Il <br /> 1. Tower is located in Snohomish County,Washington. <br /> 2. Tower designed for Exposure C to the TIA-222-H Standard. <br /> I <br /> 3. Tower designed for a 110 mph basic wind in accordance with the TIA-222-H Standard. <br /> 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase <br /> A in thickness with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> _4 . .4 .(,_1— 80.0n 6. Tower Risk Category II. <br /> Z Z Z Z — ®t 7. Topographic Category 1 with Crest Height of 0' <br /> 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.9 <br /> 9. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H-1 <br /> 10. TOWER RATING:47.1% <br /> i <br /> S <br /> 6 _ 7; <br /> I <br /> i <br /> 7 N <br /> —g — 60.0 ft <br /> co 0 <br /> j <br /> e <br /> O �' — A <br /> 7 <br /> ;, ALL REACTIONS <br /> '3 ARE FACTORED <br /> 1 N — _ 40.0R MAX. CORNER REACTIONS AT BASE: <br /> Z "i 7, DOWN: 94 K <br /> N J SHEAR: 11 K <br /> it :-, / \ UPLIFT. -76 K <br /> SHEAR: 9 K <br /> e <br /> AXIAL <br /> 0 30.0 n <br /> — —4 g�1— 23K <br /> PI A R MOMENT <br /> \\ 6 K 466 kip-ft <br /> y TORQUE 0 kip-ft <br /> Ne N SEISMIC <br /> —O <br /> o /\ AXIAL <br /> �, <br /> m 38 K <br /> e . \ SHEAR '\ MOMENT <br /> 2 K p * 157 kip-ft <br /> 1 1 TORQUE 3 kip-ft <br /> — 10.OR 30 mph WIND-1.0000 in ICE <br /> AXIAL <br /> 19K <br /> P 3 / :' ' ,\,\ <br /> 19K ( MOMENT <br /> 19 K i� 1183 kip-ft <br /> 0.0 ft <br /> ;•, TORQUE 20 kip-ft <br /> REACTIONS-110 mph WIND <br /> 42 <br /> ='LPrG <br /> igo <br /> m'= q <br /> g � saas8 <br /> v - 'E 1 ,2 2 �. it g <br /> Tower Engineering Professionals Job Paine Field(BU 856390) <br /> 326 Tryon Road Project TEPNo.62974.851100 <br /> Raleigh, NC 27603 client:Crown Castle Df8N'b'r Anwar Ibrahim Aped' <br /> Toner Engineering Professionals Phone:(919).661-6351 code: TIA-222-H Dete:05/10/23 Scale: NTS <br /> FAX:(919)661-6350 i'atnmr..am,.snca-emnarwv Lem.egerow..,ase Non+n.we...072% 7um.4 Cwa No.E-1 <br />