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0ACOMPANORD <br />f & <br />Date: February 15, 2017 <br />Nicholas Chapman <br />Crown Castle <br />2055 S. Stearman Drive <br />Chandler, AZ 85286 <br />Subject: Structural Analysis Report <br />Paul J Ford and Company <br />250 E. Broad Street Suite 600 <br />Columbus, OH 43215 <br />614.221.6679 <br />kswarts@pjfweb,com <br />Carrier Designation: AT&T Mobility Co -Locate <br />Carrier Site Number: <br />WA6808 <br />Carrier Site Name: EVERETT GOLF AND COUNTRY CLUB <br />Crown Castle Designation: Crown Castle BU Number: <br />823957 <br />Crown Castle Site Name: <br />Everett Monopole <br />Crown Castle JDE Job Number: <br />417438 <br />Crown Castle Work Order Number: <br />1361000 <br />Crown Castle Application Number: <br />375448 Rev. 1 <br />Engineering Firm Designation: Paul J Ford and Company Project Number: 37517-0780.001,7605 <br />Site Data: 6107 Berkshire Dr., Everett, Snohomish County, WA <br />Latitude 470 56' 34.48", Longitude -122° 12'45.472" <br />127 Foot - Monopole Tower <br />Dear Nicholas Chapman, <br />Pau! 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 1000746, In accordance <br />with application 375448, 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 />LCS: Existing + Proposed Equipment Sufficient Capacity <br />Note: See Table I and Table 11 for the proposed and mdating loading, respectively. <br />This analysis has been performed In accordance with the 2015 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 ANSI/TIA-222-G-2005 Standard, "Structural Standard for Antenna <br />Supporting Structures and Antennas", with ANSI/TIA-222-G-1-2007 and ANSI/TIA-222-G-2-2009 Addenda per <br />Exception #5 of Section 1609.1.1, Risk Category 11, Exposure Category C and Topographic Category 1 with a <br />maximum Topographic Factor, Kzt, of 1 were used in this analysis. <br />We at Paul J Ford and Company appreciate the opportunity of providing our continuing professional services to <br />you and Crown Castle. It you have any questions or need further assistance on this or any other projects <br />please give us a call <br />Respectfully submitted by: ����ErHMtc <br />C� <br />Kurt J. Swarts , r <br />Project Manager <br />51427 <br />tnxTower Report - version 7,0.5.1URALti�G <br />FEB 16 2017 <br />