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162.16 1 II I <br /> It 11I1III-11I`I <br /> c illMATERIAL STRENGTH <br /> o S S GRADE Fy Fu GRADE Fy Fu <br /> 150.1 ft A53-8-35 35 ksi 63 ksi A572-65 65 ksi 80 ksi <br /> in EIS III IIIsIIIIIIIlII {II TOWER DESIGN NOTES <br /> 1. Tower is located in Snohomish County,Washington. <br /> 1 2. Tower designed for Exposure C to the TIA-222-H Standard. <br /> ■ __,i__:■: i 3. Tower designed for a 98 mph basic wind in accordance with the TIA-222-H Standard. <br /> S S I I I I'IIIB'.I 1I'A 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase <br /> N O o S. R Nie • <br /> t in thickness with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> 6. Tower Risk Category II. <br /> 7. Topographic Category 1 with Crest Height of 0.00 ft <br /> 8. The existing structure load modification factors,Kes,from TIA-222-H Annex S were <br /> / considered in this analysis <br /> 1. 9. A demand-capacity ratio of 1.05 was used in this analysis as allowed by TIA-222-H <br /> 119.7 n i 10. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.7 <br /> 11. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H <br /> 12. TOWER RATING:41.3% <br /> 2 E. <br /> M N M h C <br /> O A V N <br /> i i •i • B <br /> 92.3ft 1111=I111I11IIII <br /> ■7 ■ R <br /> W 0 <br /> N <br /> Q <br /> uNi o ' <br /> 0 8S M <br /> N r <br /> M Y iv <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> / 45.7 6 87740 lb <br /> / , SHEAR (1-- MOMENT <br /> /( 7013 lb 906326 lb-ft <br /> TORQUE 11 lb-ft <br /> SEISMIC <br /> AXIAL <br /> 106017lb <br /> SHEAR ( ' MOMENT <br /> u, P. 45511b , 504555lb-ft <br /> S e co S <br /> o a "' — TORQUE 205 lb-ft <br /> 30 mph WIND-1.0000 in ICE <br /> AXIAL <br /> 74221 lb <br /> SHEAR MOMENT <br /> 391291b f , 42058171b-ft <br /> o.o it <br /> m TORQUE 2464 lb-ft <br /> d F 2 REACTIONS-98 mph WIND <br /> e5 <br /> N <br /> o OW <br /> 7. m• d _ <br /> N 6 'p N v L I § U n � <br /> f" 8,3 Z I- i22 m 6 g <br /> Vertical Structures,Inc. ob:Norpro, WA BU#826263 <br /> V 1 309 Spangler Dr. Suite E Protect Vertical Structures Job No.2021-003-036 <br /> Richmond, KY 40475 Client: Crown Castle Drawn by:Jonathan Makinen APO- <br /> Phone:(859)624-8360 code: TIA-222-H Date;07/30/21 scale: NTS <br /> FAX:(859)624-8369 Path: ..,.,w,,�,,..,.... ,wM . .. Dwg No.E-1 <br />