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pc..i.7,,. <br /> *` ste <br /> B+TGRP <br /> ,e. 2 4 <br /> Date: March 20,2021 el 40/0 <br /> Ae®z, 3?®2f B+T Group <br /> /,,, 1'I 1717 S. Boulder, Suite 300 <br /> Sipa�PI'/ z., Tulsa, OK 7411 <br /> C� '?'), (918) 587-4630 9 <br /> es <br /> Subject: Structural Analysis Report <br /> Carrier Designation: Verizon Wireless Co-Locate 0 <br /> Site Number: 298643 <br /> Site Name: Wide_Stream Q <br /> Crown Castle Designation: BU Number: 815285 CAk �� <br /> 0 <br /> Site Name: LOWELL e O o <br /> JDE Job Number: 631025 'k ? <br /> Work Order Number: 1934130s,G4 ��I e) <br /> Order Number: 540573 Rev. 0 42 <br /> Engineering Firm Designation: B+T Group Project Number: 85660.013.01 <br /> Site Data: 2408 39th St., Everett,Snohomish County,WA <br /> Latitude 47°57'56.28", Longitude-122°11'44.25" <br /> 130 Foot-Monopole Tower <br /> B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the <br /> above-mentioned tower. <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we <br /> have determined the tower stress level for the structure and foundation, under the following load case, to be: <br /> LC7: Proposed Equipment Configuration Sufficient Capacity <br /> This analysis has been performed in accordance with the 2018 International Building Code based upon an <br /> ultimate 3-second gust wind speed of 98 mph. Applicable Standard references and design criteria are listed in <br /> Section 2-Analysis Criteria. <br /> Structural analysis prepared by: Jacob Johnson, E.1.T. <br /> Respectfully submitted by: B+T Engineering, Inc. <br /> COA: 3425; Expires: 12/31/2021 <br /> IiiiVTON k <br /> .`�of wAsyficll� <br /> tUR i ' <br /> k0V tip <br /> SIONAL <br /> 1 4 <br /> re/ <br /> 7j <br /> John W. Kelly, P.E., S.E. <br /> tnxTower Report-version 8.0.7.5 <br />