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t 2 <br /> i <br /> z <br /> r <br /> A9 <br /> ll <br /> R-) <br /> Date: December 18, 2012 N�� 3G -�� g <br /> Kenneth Fann Tower Engineering Professionals <br /> T-Mobile Towers 3703 Junction Blvd <br /> 12920 SE 38th Street Raleigh, NC 27603 <br /> Bellevue,WA 98006 (919)661-6351 <br /> (425)383-3978 sbuntinqCcDtepgroup.net <br /> Subject: Structural Analysis Report—Revision 1 <br /> Carrier Designation: Sprint Network Vision <br /> Carrier Site Number: SE54XC019 <br /> Carrier Site Name: Seaway <br /> T-Mobile Designation: T-Mobile Site Number: SE01686A <br /> T-Mobile Site Name: Norpro <br /> Engineering Firm Designation: TEP Project Number: 111155 <br /> Site Data: 2215 Merrill Creek Pky, Everett, Snohomish County,WA 98203 <br /> Latitude 47°56'32.62", Longitude-122° 15'43.52" <br /> 150 Foot—Monopole Tower <br /> Dear Mr. Fann, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report"to determine the structural integrity <br /> of the above mentioned tower. <br /> The purpose of the analysis is to determine structural acceptability of the structure stress level. Based on our analysis we <br /> have determined the stress level for the structure and foundation, under the following load case,to be: <br /> LC1: Existing + Future+ Proposed (Temporary Configuration) Equipment Sufficient Capacity <br /> Note: See Table 1 for the existing,future, and proposed temporary loading. <br /> Structure Capacity Controlling Component <br /> 88.2% Base Foundation (Structural) <br /> LC2: Existing + Future+ Proposed(Final Configuration) Equipment Sufficient Capacity <br /> Note: See Table 1 for the existing, future, and proposed final loading. <br /> Structure Capacity Controlling Component <br /> 81.3% Base Foundation (Structural) <br /> The analysis has been performed in accordance with the ANSI TIA-222-G-2-2009 Structural Standard for Antenna <br /> Supporting Structures and Antennas-Addendum 2 and the 2009 International Building Code. <br /> All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in <br /> Tables 1 &2 and the attached drawings 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 you <br /> and T-Mobile Towers. If you have any questions or need further assistance on this or any other projects please give us a <br /> call. <br /> Respectfully submitted by: W <br /> �F �1A, <br /> William H. Martin, P.E., S.E. ' <br /> Revision �G <br /> Date Issued Description <br /> 0 March 14, 2011 Original structural analysis report <br /> 1 October 29, 2012 Sprint Network Vision <br />