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3. ' <br /> ' <br /> U <br /> i\1 <br /> Date: December 21,2016 - _ 11� FL CA#30978 <br /> Timothy Liebrock, Tower Engineering Professianals <br /> Crawn Castle 326 Tryon Road <br /> 12725 Marris Road Ex#ension, Suite 40Q � Raleigh, NC 27603 <br /> Alpharetta, GA 3QQ04 (919}661-6351 <br /> (770} 375-4941 crown(c�tepctroup.net <br /> Subject: Structural Analysis Report � <br /> Carrier Designation. AT&T Mobilify Co-Locate <br /> Carrier Site Number: 10015984 <br /> . Carrier Site Name: Zephyrhills <br /> Crawn Castle Designation: Crown Castle BU Number: 826548 <br /> � Crown Castle Site Name: Pasca County{VS} <br /> - Crown Castle JDE Job Number: 413060 <br /> - Crown Castle Work Order Number. 1338845 <br /> Crown Castle Application Number: 372275 Rev. 0 <br /> Engineering Firm Designafion: TEP Froject Number.` 48'I67.104472 <br /> Site Data: ` 38122 Nenry Drive,Zephyrhi!!s, Pasco County, FL 33540 <br /> Latitude 28° 94'S2.9'; Longitude-82°9'i'9.4'• <br /> 190 Faot—Self-Supporting Tower <br /> Dear Timothy Liebrock, <br /> Tower Engineering Professionals is pleased to submit this "Structurat Analysis Report77 #o determine the <br /> structural integrity of the above mentioned tower. This analysis has been performed in accardance with the Crawn <br /> Castle Structural `Statemenf af Work' and the terms of Crawn Castle Purchase Order Number 982937, in <br /> accordance with application 372275, revision 0. <br /> The purpose of the analysis is to determin�acceptability of the tower stress level. Based on our ana(ys,is we have <br /> determined the tower stress level for the structure and foundation, under the fallowing load case, to be: <br /> LC7• Exis#ing + Reserved + Proposed Equipment Sufficient Capacity <br /> Note:See Tabie i and Table I!far the proposed and exis6nglreserved laading,respectiveiy. <br /> The analysis has been perFormed in accordance with the 2p14 Florida Building Code, 5t" Edition (2012 <br /> lnternatianal Buildinq Code}based upon an ulfimate 3-second gust wind speed at 137 mph canverted to a nominai <br /> 3-second gust wind speed af 106 mph per Section 1609.3.1 as required for use in the TIA-222-G Standard per <br /> Exception#5 of Section 1609.1.1 Exposure Category C and Risk Category II were used in this analysis. <br /> All modifications and equipment praposed in this report shall be installed in accordance with the appurtenances <br /> - listed in Tables 1 and 2 and the attached drawing for the determined availabie structural capacity to be effective. <br /> • We at Tower Engineering�Professionals appreciafe the opporfunity of providfng our cantinuing professianal <br /> services to you and Crown Castle: If you have any questions or need further assistance on thi or any ather <br /> projects please give us a call. � j� <br /> Structural analysis prepared by: Kelly E. Hoiness, E.I. /PRS � � M' A ��'T� ,+�,, 12''���� <br /> .,�,; 4. y�C E N s�, p i <br /> Respectfully submitted by: ti; Q �",a, � <br /> _ No. 77387 = <br /> y # * *_ <br /> Adam M.Amortnont, P.E. �� STATE OF ��.` <br /> %�'c��. '��ORlO�' `a��``,,�� <br /> ����ss��NAI ���\`�� <br /> I!!!1 <br /> � .. <br />