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Date January 7, 2014 <br />Michael Murray <br />Crov+n Castle <br />5350 Norih 48th Street, Suite 305 <br />Chandler, AZ 85276 <br />(480)734-2a22 <br />Subject: Structural Analysis Report <br />Carrier Designation: Sprint PCS Co•Lucate <br />Carrier Site Number. <br />Carrier Site Name: <br />.: l� i�o � -0� <br />;�;� <br />Tower Engineering f'rotess�onals <br />3703 Junction Blvd <br />Raleigh, NC 27603 <br />;919) 061 6351 <br />Cro:�n ,viepqr0up. nCt <br />Scenano 2 58 <br />SE59XC001 <br />Buzz Inn <br />Crown Casfle Designation: Crown Castle BU Number: 88�407 <br />Crown Castle Site Name: Buzz Inn <br />Crown Castle JDE Job Number: 254155 <br />Crown Castle Work Order Number. 689372 <br />Crown Caslle Application Number: 207� � 2 Rev 0 <br />Engineering Firm Desigrafion: <br />5i(e Data: <br />Dear Micnael PaWrray, <br />TEP Praject Number: <br />51358.12791 <br />9910 Evergreen Way, Everell, Snohomish County, WA 98204 <br />Latitude 47°54'29.0 ; LongiWde -122' i4'37.0" <br />88 Foot - Monopole Tower <br />Tower Engineering Pro/essionals is pleased lo submit this "Struclural Analysis Report" to determine the <br />struc.ural integrity of the above mentioned lower. This analysis has been performed in accordance with the <br />Crown Castle Structu�al 'Statement ol Wo;k' and the lerms of Crown Cas;le Purchase Order Number 603307, In <br />accordance wilh application 2G7112, revision 0 <br />The purpose ol the analysis is to determine acceptatility ol the tower sVess level Based on our analysis we <br />have determined the tower stress level for the siructure and foundation, under ihe following load case, to be <br />LCS: Existing + Proposed Equipmenl Suflicient Capacity <br />NMe Sec iable I an� 7 �hie 11 Icr Ihe propaseU antl eM�sUng Ir,ad�ng, respeclwely. <br />The analysis has been performed in accordance with the 2012 Washinq?on Buildinq Code, WAC Chapter 51�50 <br />(2012 Intemational Buildinn Code) based upon an ullimate 3-second gust wind speed of 110 mph converted to a <br />nominal 3-second gust wind speed of 85 mph per section 1609.3.1 as required (or use in Ihe TIA 222-G <br />Standard per Exception N5 0l Section 1609.1.1. [xposure Category C and Risk Calegory II were used �n thc, <br />analysis. <br />All modihcations and equipment proposed in this report shall be installed in accordance wrth lhe appurtenances <br />listed in Tables t and 2 and Ihe allached drawing for the determined available strucWral capacity to be effec5ve <br />We a� Tower Enginee�ing Prolessionals apprecia;e Ihe opporiunily of providiny our conlinuing professiunai <br />se�vices to you and Crown CasNe. If you have any questions or need furiher assistance on this or any on�cr <br />prajecls please give us a call. ���C�„ <br />Structural analysis prepared by: Matthew C. Kirchner / DTS <br />Respect(ully submilted by: <br />William H. Aar,in, P E., S E. <br />� � � <br />� ,P <br />y <br />�! <br />aA518 <br />��.c�sT�?UCNp'� <br />�'SS�ONn1,GC <br />r�:_�trc�, � <br />14 <br />