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• - •LACK&VEATCH <br /> Date: May 28, 2015 � Bullding a w0�id of dlBetence� <br /> Chris Fraser Black 8 Veatch Corp. <br /> Crown Caslle 10950 Grandvlew Drive <br /> 5350 North 48th Street Suite 305 Overland Park, KS fi6210 <br /> Chandler, AZ 85226 (913)45B-7245 <br /> SubJect: Strudurai Malysls Raport <br /> Canler Deslgnaflon: T-Moblle Co-Locate SE01686A <br /> Cartler Slto Number. <br /> Carrler Slte Name: Norpro <br /> Crown Cast/e Ueslgnat/on: Crown Castic BU Number: 826263 <br /> Crown Castle Slte Namo: Norpro <br /> Crown Castle JDE Job Number: 334935 <br /> Crowo Castle Wortc Order Number. 10fi6544 <br /> Crown Castle Appllcatton Number: 290840 Rev. 2 <br /> Engfneering F/rm Oeslgnatlon: Black 8 Veatch Corp.ProJect Number: 182896 <br /> Site Dafa: 2215 Mertill Creek Pky, Everett,Snohomish County,WA <br /> LaNtude 47°56'3281", Longltude -12Y° 15'42.95" <br /> 150 Foot- Monopole Tower <br /> Dear Chris Fraser, <br /> Black 8 Veatch Corp. is pleased ta submit this "Structural Malysls RepoR" to determine the structural <br /> integrity of the abovo mentioned tower. This analysis has been performed In accordance with the Crown CasNe <br /> Structural 'Statement of Work' and the terms of Crown CasUe Purchase Order Number 791230, In accordance <br /> with application 290840, revision 2. <br /> The purpose o1 the analysis Is to determine acceptability of the tower stress level. Based an our anaiysls we <br /> have determined the tower stress level for the sWclure and foundation,under the(ollowing load case, to be: <br /> 1C7: Existing + Reserved + Proposed Equipmenl Sufticient Capaclry <br /> Nole:Sea Teble I end Teble II lor Uo proposed end ewsGnplreservod loading,respeclivety. <br /> This analysis has been peAormed in accordance wilh the 2072 Intemationai �uilding Code based upon an <br /> ultimate 3-second gust wind spoed of 110 mph convarted to a nominal 3-second gusl wind speed o(85 mph per <br /> sectlon 1609.3.1 as required for use In the TIA•222•G Standard per Exception#5 of Section 1609.1.1 <br /> Exposure Cetegory C with a topographlc category 1 and crest helght of 0 feel, and Rlsk Category II were used <br /> in this analysls. Seismic forces have been evalualed basad on site class D wilh specUal responso faclors 56 oi <br /> 1.443g and S,of 0.552g. <br /> Wo at Blnck 8 Veafch Corp. opprecla[e tha oppoRunily ot provlding our conlinuing professlonal servlces to you <br /> and Crown Castle. If you have dny queslions or need (urther assistance on lhis or any other proJects please <br /> give us a call. <br /> Struclural analysis prepared by: Dhanashri Kolekar/Josh Riley L����� h,�� <br /> RespecNully submitted by: ��•�' �Y""''!r�k�.� <br /> "�= '� <br /> Noel Z. Herrera, S.E. P �'�-, JA',;)S ��'�� r 1 <br /> SlrucluralEngineer °�. �v,�, r:�" .,:,`' s—,�d'(I S' <br /> �S���ONn L 6N�'�. <br /> �� . �2l`�� I�r <br /> lnzTower Report•version 6.1.4.1 <br />