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P,; � L J . FORG AND COMPAf� Y <br /> sTR �. cTu � ; � Eti� ciuEE � s �( aG�i-olU <br /> '_SOE�;I d:czdinect • Scc.. ISCO • C�Wr'6�s.Oh�,o<3_'Iid;�J9 <br /> Date May 25, 2012 <br /> Erica Lee Paui J. Fad and Company <br /> Crown Castle USA Inc 250 East Broad Street <br /> 5350 North 43th Straet Columbus, Ohio 43215 <br /> Chandler, AZ 85226 (61a) 221-0679 <br /> (430) 734-24G6 ;schueler�f.veb.com <br /> Subject: Structural Analysis Report <br /> Carrier Designati�n: Nextel Co-Locate <br /> Carrier Site Num6er. 'NA0547 <br /> Carrier Site Name: SE73XC054 <br /> Crown Castle Designation Crown Castle BU Nurt��er: 915285 <br /> Crown Castle Site Name: LOVJELL <br /> Crown Castle JDE Job Nrmber: 179540 <br /> Crov+n Castle Work Order N�mbe:: 495330 <br /> Crown Castic Appiication Number. 150105 Rev. 2 <br /> Engineering Firm Designation: Paul J. Ford and Company Project Number: 37512-1525 <br /> Site Data: 2420 39TH STREET, EVERETT, Snohomish County,WA <br /> Latitude 47° 57'S6.28", �ongitude -122° 11'44.25" <br /> 130 Foot - Monopole Tower <br /> Dear Enca Lee, <br /> Paul J Ford and Company is oleased to subrnrt this "Structura� Analysis Report" to determine the sWcturel <br /> integriry of tne above mentioned tower This analysis has been per�ormed in accordance with the Crown Castte <br /> S;ructural 'Statement of WorK and th�e terms oF Crown Castle Purchase Order Number 466115. in accordance <br /> with application 150106, revision 2. <br /> The ourpose oi tne anaiys:s is to determine acceptabihry of the tower str=ss level. Basea on our analysis we <br /> have determined Ihe tower stress level ror the structure and foundation, under Ihe (ollowing load case, to be <br /> LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity <br /> Note. See Table I and TaSle II for thn proposetl ana ez,linr,�reserved loading, rescectrvcly. <br /> The strucWral analysis was performed for this !o.ver m 2ccordance with the requirements of TIA-222-G <br /> Structural Standards !or Steel Hntenna Tower;ana Antenna Supporfing Structures using a 3-ser-,nd gusl wind <br /> speed of 95 mph �.iith no ice, 30 mph with 025 inch ice thickness and 60 mpn under szrvice loa.. ,, exposure <br /> category C wrtn topographic calegory 1 <br /> NJe at Paul J. Ford and Cempany appreciate the opportunity of providma our conlinuing proressional serwces ro <br /> you and Crovm Castle USA Inc. It you have any qu=stions cr ne=d r�rther assistance on this or any ethar <br /> projects pleasa give us a call. , n%='-��,., <br /> <,.. '�'�� <br /> .• � � <br /> Respecl(uily submitted by �,7; ^ti0` <br /> ���� �' `��� <br /> Jc�, .� - . - _. � <br /> SChU21Ef, ?.E. � V�"='�',�" <br /> Pro;ect �tanager 0��' 7 � ,; `„�`�� <br /> � :w'r ,< <br /> c � ��P, _,c,�.��y �,'�� �r `ti <br /> �i��.%�;,, �:v�� ` ^� <br /> ,...�:.�.-,r G��y`"• 9 <br /> � �S%G ; � r�' �. <br /> � a <br /> tnxTower Repert- ver,icn o 0.3.0 �"'` ,�J r? <br /> EXPIRES: I�/� Y/?�i d <br /> . _ __ _ ._ ._ . .. .—_� .P. ";,' '" � : <br />