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1 <br /> Date: May 11,2015 <br /> Michael Murray Tower Engineering Professionals <br /> Crown Castle 326 Tryon Road <br /> 5350 North 48th Street, Suite 305 Raleigh, NC 27603 <br /> Chandler, AZ 85226 (919) 661-6351 <br /> (480) 734-2422 crown0tepg roup.net <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Carrier Site Number: SE01603A <br /> Carrier Site Name: Everett Monopole <br /> Crown Castle Designation: Crown Castle BU Number: 823967 <br /> Crown Castle Site Name: Everett Monopole <br /> Crown Castle JDE Job Number: 332877 <br /> Crown Castle Work Order Number: 1056835 <br /> Crown Castle Application Number: 290677 Rev. 1 <br /> Engineering Firm Designation: TEP Project Number: 46303.32645 <br /> Site Data: 6107 Berkshire Dr., Everett, Snohomish County,WA 98203 <br /> Latitude 47°56'34.49'; Longitude -122°12'45.47" <br /> 127 Foot-Monopole Tower <br /> Dear Michael Murray, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the <br /> structural integrity of the above mentioned tower. This analysis has been performed in accordance with the <br /> Crown Castle Structural `Statement of Work'and the terms of Crown Castle Purchase Order Number 784695, in <br /> accordance with application 290677, revision 1. <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: Existing+ Proposed Equipment Sufficient Capacity <br /> Note:See Table I and Table II for the proposed and existing loading,respectively. <br /> This analysis has been performed in accordance with the 2012 International Building Code based upon an <br /> ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per <br /> section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section <br /> 1609.1.1. Exposure Category C and Risk Category II were used in this analysis. <br /> All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances <br /> listed in Tables 1 and 2 and the attached drawing 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 Crown Castle. If you have any questions or need further assistance on this or any other <br /> projects please give us a call. <br /> Vii....., <br /> Structural analysis prepared by: Rachel Gallagher, E.I./TLIA V p.-titr WAs& c:• ' <br /> Respectfully submitted by: � • 0 <br /> A <br /> .r J <br /> IA <br /> Ryan J. Rimmele, P.E., S.E. �O.� e 51027 ��w </ <br /> t4� RAL ENG6/07tt /OM- <br /> � <br /> =ectronic Copy <br />