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4' <br /> its <br /> Date: October 18,2016 ;® <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 /> (602)845-1747 crown0tepgroup.net <br /> Subject: Structural Analysis Report <br /> Carrier Designation: AT&T Mobility Co-Locate <br /> Carrier Site Number: SN05 <br /> Carrier Site Name: Paine Field <br /> Crown Castle Designation: Crown Castle BU Number: 856390 <br /> Crown Castle Site Name: Paine Field <br /> Crown Castle JDE Job Number: 396390 <br /> Crown Castle Work Order Number: 1313018 <br /> Crown Castle Application Number: 361312 Rev. 5 <br /> Engineering Firm Designation: TEP Project Number: 62974.99631 <br /> Site Data: 1118 80th Street Southwest, Everett, <br /> Snohomish County, WA 98203 <br /> Latitude 47155'28.99", Longitude -122°15'1.98" <br /> 100 Foot-Self Supporting 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 957985, in accordance with <br /> application 361312, revision 5. <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 /> LC5: Existing + Proposed Equipment Sufficient Capacity <br /> Note:See Table I and Table II for the proposed and existing loading,respectively. <br /> The analysis has been performed in accordance with the 2012 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. <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: Matthew T. Weavil, E.I./ZRH <br /> Respectfully submitted by: k, <br /> r'�� n <br /> Ryan J. Rimmele, P.E., S.E. 70 �' wc� <br /> (ORA L <br /> 1 02 7„N <br /> NAL <br /> ��V{O ������;"�f <br />