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ii" <br /> atatuE0 <br /> • 0 Jr B+T GRPDate: January 15,2021 JUN 2 4 2021 <br /> Steven Ruvalcaba rr B+T Group <br /> Crown Castle CITY OF EVERET 1717 S. Boulder, Suite 300 <br /> 2055 S. Stearman Drive Permit Services Tulsa, OK 74119 <br /> Chandler,AZ 85286 (918)587-4630 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Carrier Site Number: SE01513A <br /> Crown Castle Designation: Crown Castle BU Number: 815285 <br /> Crown Castle Site Name: LOWELL <br /> Crown Castle JDE Job Number: 624540 <br /> Crown Castle Work Order Number: 1912926 <br /> Crown Castle Order Number: 534496 Rev. 0 <br /> Engineering Firm Designation: B+T Group Project Number: 85660.012.01 <br /> Site Data: 2408 39th St., Everett,Snohomish County,WA <br /> Latitude 47°57'56.28", Longitude-122°11'41.25" <br /> 130 Foot-Monopole Tower <br /> Dear Steven Ruvalca, <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 Washington State Building Code(2018 IBC) <br /> based upon an ultimate 3-second gust wind speed of 98 mph.Applicable Standard references and design <br /> criteria are listed in Section 2-Analysis Criteria. <br /> Structural analysis prepared by: Brandon Sevier, P.E. <br /> Respectfully submitted by: B+T Engineering, Inc. <br /> COA: 3425; Expires: 12/31/2021 <br /> �X4 , WAS A, <br /> , <br /> iti <br /> o . { <br /> A"15 0• -41" <br /> ot� uNAI �/' <br /> ONAI ' I 1 ) <br /> John14 elly, P.E.,S.E. t /� <br /> tnxTower Report-version 8.0.7.5 \ I 2 <br />