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ECEEIVE -O\ <br /> Date:January 30,2023 MAY 0 2 2023 Ki rnl <br /> ey))>Horn <br /> CITY OF EVERETT Kimley-Horn and Associates, Inc. <br /> Permit Services 421 Fayetteville Street, Suite 600 <br /> Raleigh, NC 27601 <br /> (919)677-2000 <br /> CrownMounts©kimley-horn.com <br /> Subject: Mount Replacement Analysis Report — <br /> Er,Carrier Designation: AT&T Mobility Equipment Change-Out a 8 ID <br /> Carrier Site Number: SNO5 <br /> Carrier Site Name: N/A <br /> Carrier FA Number: 10098233 JUL 1 7 2023 (Li <br /> Crown Castle Designation: BU Number: 856390 CITY OF EVERETT <br /> Site Name: PAINE FIELD Permit Services <br /> JDE Job Number: 727838 <br /> Order Number: 628726, Rev. 1 <br /> Engineering Firm Designation: Kimley-Horn Project Number: 019558070 <br /> Site Data: 1118 80th Street Southwest,Everett,Snohomish County,WA 98203 <br /> Latitude 47°55'28.99" Longitude-122°15' 1.98" <br /> Structure Information: Tower Height&Type: 100 ft Self-Supporting Tower <br /> Mount Elevation: 98 ft <br /> Mount Type: 12.5 ft Sector Frames <br /> Kimley-Hom is pleased to submit this"Mount Replacement Analysis Report"to determine the structural integrity of AT&T <br /> Mobility's antenna mounting system with the proposed appurtenance and equipment addition on the abovementioned <br /> supporting tower structure.Analysis of the existing supporting tower structure is to be completed by others and therefore is <br /> not part of this analysis.Analysis of the antenna mounting system as a tie-off point for fall protection or rigging is not part of <br /> this document. <br /> The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have <br /> determined the mount stress level to be: <br /> Sector Frames Sufficient <br /> This analysis has been performed in accordance with the 2018 Washington State Building Code based upon an ultimate 3- <br /> second gust wind speed of 110 mph. Applicable Standard references and design criteria are listed in Section 2-Analysis <br /> Criteria. <br /> Mount analysis prepared by:Jeff Sparks <br /> r—DocuSign- .y: L. 0Gl�,s <br /> .WASIry �.A <br /> Avi , <br /> --6695B •B6A (i ., - <br /> Respectfully Submitted by: i <br /> 1/ 9_/ 423 <br /> Michael L. Oglesby, P.E �o .A rs g� 4 <br /> Lic.#51372, Exp. 5/16/2023 451VjONALE6 <br /> Kimley-Hom and Associates, Inc. COA#954 <br />