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SSUS <br /> 1,,im 31 2022 <br /> FP <br /> Date: January 05,2022EvR�i TT MORRISON HERSHFIELD <br /> T �� services Morrison Hershfield <br /> pet tnt • <br /> h 1455 Lincoln Parkway, Suite 500 <br /> Atlanta, GA 30346 <br /> (770) 379-8500 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Site Number: SE01685B <br /> Crown Castle Designation: BU Number: 825709 <br /> Site Name: Masonic Center <br /> JDE Job Number: 672356 <br /> Work Order Number: 2059361 <br /> Order Number: 573836 Rev. 2 <br /> Engineering Firm Designation: Morrison Hershfield Project Number: CN10-497/2200039 <br /> Site Data: 220 Olympic Blvd., Everett,Snohomish County,WA 98203 <br /> Latitude 47°57'26.00", Longitude-122° 13'55.00" <br /> 76 Foot—Valmont Monopole Tower w/5 ft Proposed Extension <br /> Morrison Hershfield is pleased to submit this "Structural Analysis Report"to determine the structural integrity <br /> 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 /> LC4.7: Proposed Equipment Configuration Insufficient 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 110 mph. Applicable Standard references and design <br /> criteria are listed in Section 2-Analysis Criteria. <br /> Respectfully submitted by: <br /> bShawn W. Stevenson, S.E. (WA License No.42002) bigitaay signed <br /> Senior Engineer 41. Stevensonnn <br /> Stvs <br /> Afo �'S7� 22.01.05 <br /> Y O� CA. 9:44-08'00' <br /> al rn <br /> tri <br /> d'r 416& 42002," <br /> tnxTower Report-version 8.1.1.0 <br />