Laserfiche WebLink
, <br /> misir B+T GRP <br /> Date: July 06,2021 <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: AT&T Mobility Co-Locate <br /> Site Number: SN30 <br /> Site Name: PINEHURST <br /> FA Number: 10092577 <br /> Crown Castle Designation: BU Number: 815285 <br /> Site Name: LOWELL <br /> JDE Job Number: 663994 <br /> Work Order Number: 1990049 <br /> Order Number: 565122 Rev. 0 <br /> Engineering Firm Designation: B+T Group Project Number: 85660.014.01 <br /> Site Data: 2408 39th St., Everett, Snohomish County,WA <br /> Latitude 47°57'56.28", Longitude-122°11'44.25" <br /> 130 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 /> LC7: 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: Erika Ruiz <br /> Respectfully submitted by: B+T Engineering, Inc. <br /> COA: 3425; Expires: 12/31/2021 <br /> ,yI <br /> i 7 <br /> Ord A Tjl� <br /> L s <br /> SSIONAL , J <br /> lif <br /> John W. Kelly, P.E., S.E. <br /> tnxTower Report-version 8.1.1.0 <br />