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PiF &ACOm .ANORD <br /> Date: June 19, 2019 <br /> Kristin Lenz Paul J. Ford and Company <br /> Crown Castle 250 East Broad St., Suite 600 <br /> 2055 S. Stearman Drive Columbus, OH <br /> Chandler, AZ 85286 614-221-6679 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Carrier Site Number: SE01685B <br /> Carrier Site Name: N/A <br /> Crown Castle Designation: Crown Castle BU Number: 825709 <br /> Crown Castle Site Name: Masonic Center <br /> Crown Castle JDE Job Number: 569582 <br /> Crown Castle Work Order Number: 1756411 <br /> Crown Castle Order Number: 489096 Rev. 0 <br /> Engineering Firm Designation: Paul J. Ford and Company Project Number: 37519-2662.001.7805 <br /> Site Data: 220 Olympic Blvd., Everett,Snohomish County,WA <br /> Latitude 47°57'26", Longitude-122° 13'55" <br /> 76 Foot-Monopole Tower <br /> Dear Kristin Lenz, <br /> Paul J. Ford and Company 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 <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 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 /> Respectfully submitted by: <br /> 'ffj1d1\t211 <br /> Gowtham Penumatsa 0 P. CB <br /> Structural Designer 06/19/2019 <br /> 4494110, <br /> 'ir <br /> ` r <br /> tnxTower Report-version 8.0.5.0 <br />