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� <br />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 Strea • Suice 1500 • Columbus, Ohio 43215-3J08 <br />Date: May 30, 2012 <br />Michael Murray <br />Crown Castle USA Inc. <br />5350 North 48th Streat Sufte 305 <br />Chandler, AZ 85226 <br />480.734.2422 <br />Subject: Struetural Analysts Report <br />Carrier Des(gnaUon: Clearw�re Corp CaLocate <br />Carrier Site Number: <br />Canier Site Name: <br />Crown Castle Deslgnatlon: <br />EngineeRng �:r.,r Deslgnatlon: <br />Slte DaW: <br />Dear Michael Murray, <br />� [��Zo(�-o�s <br />��rn �� �aS� <br />Paul J Ford and Company <br />250 E. Broad S7eet Suite 1500 <br />Columbus, OH 43215 <br />614.221.6679 <br />rkoorsC�iPl�^'eb.com <br />WA-SN0202 <br />BUZZINN <br />Crown Castle BU Number: 880407 <br />Crown Castle Site Name: BUZZ INN <br />Crown Castle JDE Job Number. ��2� <br />Crown CasUe Work Order Number: 498802 <br />Crown CasUe ApplicaUon Number. 147067 Rav. 1 <br />Paul J Ford and Company Project Number. 37512-1502 R1 <br />9910 EVERGREEN WAY,,, EVERETT, Snohomfsh County, WA <br />Latitude 47° 54' 29", Longitude -122° 14' 31 " <br />88 Foot - Monopole Tower <br />Pau! J Ford and Company is Fi�ased to s��bmit this "Structunl Analysis ReporY' to detertnine the structural <br />integrity of the above ment�onec tower. 7hi:s analysis has been performed in accordance with the Crown Castle <br />Structurei 'Statement of Work' and the tertr.s of Crown Castle Purchase Order Number 467214, in accordance <br />with application 147067, revision 1. <br />The purpose of the analysis is to deiermine acceptability of the tower stress level. Based on our analysis we <br />have detertnined the tower stress leval for the structure and foundation, under the following load case� to be: <br />LC7: Existing •� Reserved + Pro���sed Equipment Suffteient Capacity <br />Note: See Table I and Table II tor the prt�posed and exotlnyre�erved beding, respedNey. <br />The structural analysis was pertormed for this tower in accordance w'dh the requirements of the ANSV'fIA-222- <br />G2005 Standard, "Structural St�.��ard forAntenna Supportlng Structures and Antennas', with AN51lTIA-222-G- <br />1-2007 and ANSI/TIA-222-G-2-2009 Addenda using a 3-second gust wind speed of 85 mph wi►h no ice, 30 mph <br />with 0.25 inch ice thickness and 60 mph under service loads, exposure ptegory C with topographic category 1. <br />We at Paul J Ford and Company appreciate the oppo�tunity of <br />you and Crov.n CasUe USA Inc. If you have any questions or i <br />projecte please give us a call. � <br />Re�pectfully submitted by: <br />��t9� <br />Bob Koors � <br />Structural Engineer � <br />tnxTower keport - version 8.0.3.0 <br />our contin:iing professionai services to <br />ac assistance on this or any other <br />O <br />J� <br />a <br />��h <br />A <br />