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� <br /> 1 ��,` 1 <br /> i <br /> 14 <br /> m <br /> m <br /> �� <br /> Date: July 6, 2014 �a` <br /> David Robertson Tower Engineering Professionals <br /> Crown Castle 3703 Junction Blvd <br /> 12725 Morris Road Extension, Suite 400 Raleigh, NC 27603 <br /> Alpharetta, GA 30004 (919) 661-6351 <br /> (678) 366-1273 crownC�tepqroup.net <br /> Subject: Structural Analysis Report <br /> Carrier Designation: Sprint PCS Co Locate Scenario 2.5B <br /> Carrier Site Nu ber: TA70XC110 <br /> Carrier Site Na e: N/A <br /> Crown Castle Designation: Crown Castle U Number: 826548 <br /> Crown Castle ite Name: Pasco County (VS) <br /> Crown Castle DE Job Number: 291283 <br />, Crown Castle ork Order Number: 787449 <br /> Crown Castle pplication Number: 249995 Rev. 0 <br />, Engineering Firm Designafion: TEP Project N mber: 48167.21337 <br /> Site Data: 38122 Henry D .,Zephyrhills, Pasco County, FL 33540 <br /> Latitude 28° 9 '52.90", Longitude-82° 11'9.42" <br /> 190 Foot-Self Support Tower <br /> Dear David Robertson, <br /> Tower Engineering Professionals is pleased to submi this "Structural Analysis Report" to determine the <br /> structural integrity of the above mentioned tower. This analysis has been performed in accordance with the <br />- Crown Castle Structural 'Statement of Work' and the ter s of Crown Castle Purchase Order Number 664914, in <br /> accordance with application 249995, revision 0. <br /> The purpose of the analysis is to determine acceptabil ty of the tower stress level. Based on our analysis we <br /> have determined the tower stress level for the structure nd foundation, under the following load case, to be� <br /> LC5. Existing + Proposed Equipment Sufficient Capacity <br /> Note:See Table I and Table II for the proposed and existing loadi g,respectively <br /> The analysis has been performed in accordance with th 2010 Florida Buildinq Code based upon an ultimate 3- <br /> second wind speed of 137 mph converted to a nomin I 3-second gust wind speed of 106 mph per Section <br /> 1609 3.1 as required for use in the TIA-222-G Stan ard per Exception #5 of Section 1609 1 1 Exposure <br /> Category C and Risk Category II were used in this analy is. _ <br /> , _ <br /> All modifications and equipment proposed in this report hall be installed in accordance with the appurtenances <br /> listed in Tables 1 and 2 and the attached drawing for the determined available structural capacity to be effective. <br /> We at Tower Engineering Professionals appreciate th opportunity of providing our continuing professional <br /> services to you and Crown Castle. If you have any qu stions or need further assistance on this or any other <br /> projects please give us a call. � , j(�� <br /> �,�„C��: -�r/d 't(l����F <br /> Structural anal sis prepared by� Matthew C. Kirchner/ TS ���� .,`��'�" n� �' <br /> y ,.��* .`„��El1'� �''�' �s''. <br /> 4,�, ,`.;' �'' C . i, �. <br /> Respectfully submitted by: �.;;:,� � �� � <br /> .,y �vo. 75�102 � <br /> �= ,� � i � � <br />�, � '� S��Tc OF � ' <br /> William H. Martin, P.E., S.E. '. Of� �;�� <br />[ �;��,'`..,''�L O R y��.�j�`\`'��• <br /> /'f,>>��N A L ;\,�,\��. <br /> lill I t�� <br />