9910 EVERGREEN WAY SPRINT ANTENNA 2018-10-30

/ 7/0 -055 Date: September 10, 2017 Kent Nowak Tower Engineering Professionals Crown Castle 326 Tryon Road 2055 S. Stearman Drive Raleigh, NC 27603 Chandler, AZ 85286 (919) 661-6351 (602) 845-1786 crownOtepgroup.net Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co-Locate Carrier Site Number: SE59XC004 Carrier Site Name: Buzz Inn Crown Castle Designation: Crown Castle BU Number: 880407 Crown Castle Site Name: Buzz Inn Crown Castle JDE Job Number: 457549 Crown Castle Work Order Number: 1456095 Crown Castle Application Number: 404644 Rev. 1 Engineering Firm Designation: TEP Project Number: 51358.131860 Site Data: 9910 Evergreen Way, Everett, Snohomish County,WA 98204 Latitude 47°54'29.0" Longitude -122°14'31,0" 88 Foot-Monopole Tower Dear Kent Nowak, Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 1079521, in accordance with application 404644, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing loading,respectively. This analysis has been performed in accordance with the Washington State Building Code, WAC Chapter 51-50, Section 3108 (2015 International Building Code) based upon an ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per Section 1609.3.1 as required for use in the TIA-222- G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Tables 1 and 2 and the attached drawing for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. j?„;faiin, / Structural analysis prepared by: Travis L. Infante, E.I./PRS ;� Respectfully submitted by: � ‘ A ' y j col Ryan J. Rimmele, P.E., S.E. O,A Ge,,51027 .. P '�s RAL B\4G �'�� Ail CONAL E� ") {