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Eng. Number 13716774_C3_04 <br />May 17, 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 29.5%1.2D + 1.0Ev + 1.0Eh Pass <br />Serviceability Usage 5.4%1.0D + 1.0W Pass <br />Upper Flange Plate @ 30.0 ft 16.4%Bolts Pass <br />Base Plate @ 0.0 ft 20.9%Plate Pass <br />Pier 18.2%Flexure [Steel]Pass <br />Maximum Reactions <br />Foundation Moment (k-ft)Axial (k)Shear (k) <br />Monopole Base 321.6 16.2 6.9 <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 />2210 3%4 S Ritchey St # <br />WCC018/5/2024