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PAUL J. FORD AND COMPANY <br /> S T R U C T U R A L E N G I N E E R S <br /> 250 East Broad Street 0 Suite 600 • Columbus, Ohio 43215-3708 (� f Z Ok <br /> Date: December 20,2013 111> 4 <br /> Amber Puckett Paul J Ford and Company <br /> Crown Castle 250 E. Broad Street Suite 600 <br /> 5350 North 48th Street Suite 305 Columbus, ON 43215 <br /> Chandler, AZ 85226 614.221.6679 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: Verizon Wireless Co-Locate <br /> Carrier Site Number: NIA <br /> Carrier Site Name: SEA FLUKE <br /> Crown Castle Designation. Crown Castle BU Number: 826263 <br /> Crown Castle Site Name: Norpro <br /> Crown Castle JDE Job Number: 243472 <br /> Crown Castle Work Order Number: 6908840 <br /> Crown Castle Application Number: 198042 Rev. 6 <br /> Engineering Firm Designation: Paul J Ford and Company Project Number: 37513-2076_Rl <br /> Site Data: 2215 Merrill Creek Pky, Everett,Snohomish County,WA <br /> Latitude 47°56'32.81", Longitude-122° 15'4Z95" <br /> 150 Foot-Monopole Tower <br /> Dear Amber Puckett, <br /> Paul J Ford and Company 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 603469, in accordance <br /> with application 198042, revision 6. <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 /> i <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 85mph per <br /> section 1609.3.1 as required for use in the ANSI/TIA-222-G-2005 Standard, "Structural Standard for Antenna <br /> Supporting Structures and Antennas",with ANSIITIA-222-G-1-2007 and ANSI/TIA-222-G-2-2009 Addenda per <br /> Exception#5 of Section 1609.1.1, Exposure Category C and Risk Category II were used in this analysis. <br /> We at Paul J Ford and Company appreciate the opportunity of providing our continuing professio <br /> you and Crown Castle. If you have any questions or need further assistance on this or any o S yy <br /> please give us a call. <br /> Respectf ly itted by: <br /> h x <br /> v <br /> Ick ren , E.1. 47512 w`�4 <br /> Structural Designer DEC �, 0.2013 CruRALG��'`� <br /> jDNAY. <br /> tnxTower Report-version 6.1.3.1 <br />