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AUG 0 2 2022 <br /> July 30,2021 <br /> CITY OF EVERETT ' <br /> Andrea Liu Tower Engineering Professionals <br /> SBA Network CommunicationsPermit Services 326 Tryon Road <br /> 8051 Congress Avenue Raleigh, NC 27603 <br /> Boca Raton, FL 33487 (919) 661-6351 <br /> (714)423-0563 Structures(a-)tepgroup.net <br /> Subject: Appurtenance Mount Analysis <br /> Carrier Designation: Dish Wireless Co-Locate <br /> Site Number: SESEA00361 C <br /> Site Name: SESEA00361C <br /> SBA Network Designation: Site Number: WA20096-A <br /> Site Name: Everett,WA <br /> Engineering Firm Designation: TEP Project Number: 147003.577435 <br /> Site Data: West of 9610 19th Avenue SE, Everett, <br /> Snohomish County,WA98208 <br /> Latitude 470 54'37.17", Longitude -122° 12'30.10" <br /> 150.0±Foot-Monopole Tower <br /> 150.0 Foot Mount Height- Platform <br /> Dear Andrea Liu, <br /> Tower Engineering Professionals is pleased to submit this "Appurtenance Mount Analysis" to determine the <br /> structural integrity of the antenna mount on the above mentioned tower. <br /> The purpose of the analysis is to determine acceptability of the mount's stress level. Based on our analysis we <br /> have determined the stress level for the mount structure, under the following load case, to be: <br /> LC1: Existing+ Proposed+ Reserved Loading Sufficient Capacity <br /> Note:See Table 2 for the existing,proposed,and reserved loading <br /> The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for Antenna <br /> Supporting Structures. Antennas. and Small Wind Turbine Support Structures and the 2018 Washington State <br /> Building Code. <br /> All equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 2 <br /> for the determined available structural capacity to be effective. <br /> We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional <br /> services to you and SBA Network Communications. If you have any questions or ne further assist ce on this <br /> or any other projects please give us a call. <br /> Structural analysis prepared by:Alex Holcomb/TWC DG <br /> F <br /> Respectfully submitted by: <br /> o <br /> z CO r Z � <br /> 0 �- <br /> Ronald E. Glover, P.E., S.E. "� � 52921 <br /> L g�G <br /> �SIONAL ECG <br /> 07/30/2021 <br />