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f <br /> Date: June 13,2018 <br /> Katie Stana Tower Engineering Professionals <br /> Crown Castle 326 Tryon Road <br /> 2055 S. Stearman Drive Raleigh, NC 27603 <br /> Chandler,AZ 85286 (919)661-6351 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Carrier Site Number: SE01686A <br /> Carrier Site Name: Norpro <br /> Crown Castle Designation: Crown Castle BU Number: 826263 <br /> Crown Castle Site Name: Norpro <br /> Crown Castle JDE Job Number: 486224 <br /> Crown Castle Work Order Number: 1585763 <br /> Crown Castle Order Number: 427343 Rev.2 <br /> Engineering Firm Designation: TEP Project Number: 46302.208798 <br /> Site Data: 2215 Merrill Creek Pky., Everett,Snohomish County,WA 98203 <br /> Latitude 47°56'32.81';Longitude-122° 15'42.95" <br /> 150 Foot-Monopole Tower <br /> Dear Katie Stana, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report"to determine the structural <br /> integrity of the above-mentioned tower. This analysis has been performed in accordance with the Crown Castle <br /> Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1201231, in accordance with <br /> order 427343, revision 2. <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have <br /> determined the tower stress level for the structure and foundation, under the following load case,to be: <br /> LC7: Existing/Reserved+Proposed Equipment Sufficient Capacity <br /> Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. <br /> This analysis has been performed in accordance with the 2016 Washington Building Code,WAC Chapter 51-50(2015 <br /> International Building Code) based upon an ultimate 3-second gust wind speed of 110 mph converted to a nominal 3- <br /> second gust wind speed of 85 mph per Section 1609.3.1 as required for use in the TIA-222-G Standard per Exception <br /> #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this analysis. The Seismic Design <br /> Category is D and the Site Class is C, as determined in"Appendix C—Additional Calculations"of this report. <br /> All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed <br /> 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 services to <br /> you and Crown Castle. If you have any questions or need further assistance on this or any other projects, please give <br /> us a call. <br /> Structural analysis prepared by: Munaf Masroor, E.I./MZS <br /> "RID e <br /> Respectfully submitted by: w" of s " <br /> 44 Ay 7:1 <br /> Ronald E. Glover, P.E., S.E. <br /> .11 52921 <br /> % %RAL Stye <br /> `r`SIONAL ��G <br /> 06/13/2018 <br />