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-Pfr <br /> Date: July 2,2019 <br /> Kim Smith Tower Engineering Professionals <br /> Crown Castle 326 Tryon Road <br /> 2055 S. Stearman Drive Raleigh, NC 27603 <br /> Chandler, AZ 85286 (919) 661-6351 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Carrier Site Number: SE01686A <br /> Carrier Site Name: Norpro <br /> Crown Castle Designation: Crown Castle BU Number: 826263 <br /> Crown Castle Site Name: Norpro <br /> Crown Castle JDE Job Number: 580686 <br /> Crown Castle Work Order Number: 1759826 <br /> Crown Castle Order Number: 497627 Rev.0 <br /> Engineering Firm Designation: TEP Project Number: 46302.272033 <br /> Site Data: 2215 Merrill Creek Pky., Everett,Snohomish County,WA 98203 <br /> Latitude 47°56'32.81", Longitude-122° 15'42.95" <br /> 150 Foot-Monopole Tower <br /> Dear Kim Smith, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural <br /> integrity of the above-mentioned tower. <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have <br /> determined the tower stress level for the structure and foundation,under the following load case,to be: <br /> LC5: Proposed Equipment Configuration Sufficient Capacity <br /> This analysis utilizes an ultimate 3-second gust wind speed of 110 mph as required by the 2015 International <br /> Building Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. <br /> Structural analysis prepared by: Madison L. Frank/GDK �� <br /> Respectfully submitted by: <br /> U <br /> r <br /> DEC 0 6 20190 .' �� - <br /> ir of wnsyr� OG <br /> Ronald E.Glover, P.E.,S.E. CITYoF EVERETT �4�'` T, co—A <br /> Permit Services p c- <br /> a, <br /> `r`SIONAL ' C <br /> 07/02/2019 <br /> Electronic Copy <br />