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F <br /> � <br /> Pr� UL J . FORD AND CGMPANY � j � j,�S—L.-'�( <br /> STRUCTU R .� L E NGI NEERS <br /> '.SOF��.: f3rr,.:d5:re.r . Swlc 1�00 • iolumbuS.Ohioa3215�'.'JB ��1�� '�f�.� ��� ri�V���l <br /> l <br /> Date: Aprii 27, 2011 <br /> Neather Drew Paul J Ford and Company <br /> Cr�wn Castle USA Ina 250 E. Broad Street Suite �5C0 <br /> 5350 North 48th Street Suite 305 Columbus, !i 43215 <br /> Chandler, AZ 85226 614221 6679 <br /> 480.735.6932 cc��Illnan���:�Fj�:;�o.com <br /> Subject: Sti:icturel Analysis Report <br /> Carrier Designation: AT&T Mobility Co-Locate <br /> Carrier Site Number: SP130 <br /> Carrier Site Name: Pinehurst <br /> Crown Casile Designation: Crown Castle BU Num6er: 815285 <br /> Crown Castle Site hame: LOWELL <br /> Crown Castle JDE Job Number: 154695 <br /> Crown Castle Work Order Number: 402028 <br /> Engineering Firm Designation: Paul J Ford and Company Prnject Number: 37511-0905 <br /> Site Data: 2420 39TH STREET, EVERETT, Snohomish County, WA <br /> Latitude 47°57'S6.18", Longitude -122° 11'44.23" <br /> 130 Foot - Monoaole Tower <br /> Dear Heather Drew, <br /> Paul J Ford and Compan�� is ple�sed to suhmit this "Structural Analysis Report" to determine the structural <br /> integrity of the above men.ioned tov✓ec This anarysis has been perfc�med in accordance with the Crown Castle <br /> Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 412420, in accordance <br /> with application 117164, revision 2. <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 Ievel for the structure and foundation, under the following load case, to be: <br /> LC1: Existing + Reserved+ proposed Equipment Sufficient Capacity <br /> Note:See Table I and:able�I for the proposed and existing/reserved loading,respectively. <br /> The analysis has been performed in accordance with the TIA-222-G standard and local co�e requirements <br /> based upon a 3-second gust win� speed of 95 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph <br /> under service loads. <br /> We at Paul J Ford and Company apareciate the opportunity of providing our continuing professional services to <br /> you and Crown Castle USA inc.. If you have any questions or need further assistance on this or any other <br /> projects plesse give us a calL �� <br /> Respectfully submitted by: .�NOtdkS p��, <br /> ���a OF wA H����� <br /> ti <br /> �� y�� ''� , . �i1 <br /> , �—��, :� i <br /> Christopher M. Cullinan, P.E. '�. �': <br /> Project Manager `° ` <br /> r <br /> vti�0p� �� a�si2��.�;� <br /> ;�,� ox.��r:; <br /> S��Nt,L • <br /> ,� <br /> RISA Tower Report-version 5 42A �.-;�,..: 7 - -� •� ' <br /> � �� I_-����� <br /> � <br /> -3r ,..� - x� a - � J �., _ <br /> b <br /> . i ;,r f�Q�^,-�x�' <br />