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Wk <br />oIM <br />Date: April 06, 2021 JUL' 2021LUJ <br />CIS ®F EVE <br />permit s.ry� TZ' <br />Subject: Structural Analysis Report <br />Carver Designation: Verizon Wireless Co -Locate <br />Site Number: <br />Site Name: <br />Crown Castle Designation: <br />Engineering Firm Designation: <br />Site Data: <br />BU Number: <br />Site Name: <br />JDE Job Number: <br />Work Order Number: <br />Order Number: <br />0 BLACK&VEATCH <br />. Building a World of difference., <br />Black & Veatch Corp. <br />6800 W. 115th St., Suite 2292 <br />Overland Park, KS 66211 <br />(913) 458-6909 <br />Timber IR , U IE <br />Timber ill - <br />824022 NOV 15 2021 Jul <br />Feely L ) <br />631054 <br />1941913ITY OF EVERETT <br />540566 Rev.9ermit Services <br />Black & Veatch Corp. Project Number: 406642 <br />8215 Broadway, Everett, Snohomish County, WA <br />Latitude 47° 55' 25.35", Longitude -122° 12' 19.2" <br />60 Foot - Monopole Tower <br />Black & Veatch Corp. 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 />LC5: Proposed Equipment Configuration <br />Sufficient Capacity <br />This analysis has been performed in accordance with the 2018 Washington State 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: Adichon Akkarapunyathorn <br />Respectfully submitted by: <br />Noel Z. Herrera, S.E. <br />Structural Engineer <br />tnxTower Report - version 8.0.7.5 <br />by <br />DN:CN= <br />He N Pro nags, <br />0 <br />o =na, <br />DC=bv -C=net <br />u .06 <br />Z. <br />.DA 'ORAL10 <br />�`rIONAL��G <br />