Laserfiche WebLink
Date: June 05, 2021 mrp B+T GRP <br /> B+T Group <br /> 1717 S. Boulder, Suite 300 <br /> Tulsa, OK 74119 <br /> (918) 587-4630 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Site Number: SE01605A <br /> Crown Castle Designation: BU Number: 823968 <br /> Site Name: Everett Water Tank <br /> JDE Job Number: 672238 <br /> Work Order Number: 1978301 <br /> Order Number: 573667 Rev. 0 <br /> Engineering Firm Designation: B+T Group Project Number: 151516.001.01 <br /> Site Data: 319 76th St.SW, Everett,Snohomish County,WA <br /> Latitude 47°55'45.36", Longitude-122°14'19.37" <br /> 97 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 /> LC5: 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: Suman Rana, P.E. <br /> Respectfully submitted by: B+T Engineering, Inc. <br /> COA: 3425 Expires: 12/31/20218811DE --) <br /> — <br /> 010 HFf! DEC 02 2021 <br /> o�`� °� CITY OF EVERETT <br /> Permit Services <br /> Iz'iV44%, RM. <br /> John W. Kelly, P.E., S.E. <br /> tnxTower Report-version 8.0.9.0 <br />