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r <br />A <br />Date: June 17, 2019 <br />Lynn Ori <br />Crown Castle <br />2055 S. Stearman Drive <br />Chandler, AZ 85286 <br />Subject: <br />Carrier Designation: <br />Crown Castle Designation: <br />Engineering Firm Designation. <br />Site Data: <br />Dear Lynn Ori, <br />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 />Structural Analysis Report <br />T-Mobile Co -Locate <br />Carrier Site Number: <br />Carrier Site Name: <br />Crown Castle BU Number: <br />Crown Castle Site Name: <br />Crown Castle JDE Job Number: <br />Crown Castle Work Order Number: <br />Crown Castle Order Number: <br />Black &Veatch Corp. Project Number <br />SE01605A <br />Everett Water Tank <br />823968 <br />Everett Water Tank <br />569530 <br />1755066 <br />489086 Rev. 0 <br />400087 <br />319 76th St. SW, Everett, Snohomish County, WA <br />Latitude 47° 55' 45.361 ", Longitude -122° 14' 19.37" <br />97 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 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 />Structural analysis prepared by: Akarapan Tongjunta <br />Respectfully submitted by: <br />Noel Z. Herrera, S.E. <br />Structural Engineer <br />Noe[ Herrera.; <br />201 i 0 1 ' <br />12 59 041H), <br />4o,\�46,� <br />"SSSsjONALE1 <br />tnxTower'Report - version 8.0.5.0 <br />