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Eng. Number 14763144_C3_01 <br />April 22, 2024 <br />Page 4 <br />ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com <br />Structure Usages <br />Structural Component Usage Control Result <br />Pole Shaft 87.1%1.2D + 1.0W Pass <br />Serviceability Usage 27.5%1.0D + 1.0W Pass <br />Lower Flange Plate @ 60.0 ft 8.8%Bolts Pass <br />Upper Flange Plate @ 45.0 ft 36.8%Bolts Pass <br />Upper Flange Plate @ 30.0 ft 61.4%Bolts Pass <br />Base Plate @ 0.0 ft 71.0%Plate Pass <br />Pier 76.2%Moment [Soil]Pass <br />Maximum Reactions <br />Foundation Moment (k-ft)Axial (k)Shear (k) <br />Monopole Base 968.7 24.2 15.6 <br /> <br />*Reactions shown reflect the results from the Load Case with maximum Moment <br />Structure base reactions were analyzed using available geotechnical and foundation information. <br />1110 3%4 E Seventeenth St, Unit <br />#WCC01 <br />10/18/2024