Laserfiche WebLink
r , . <br /> Date: July 16,2012 OO ��0�� <br /> Jeremy Henson SSOE Group <br /> Crown Castle 1001 Madison Ave. <br /> 12725 Morris Road Extension Suite 400 Toledo, OH 43604 <br /> Alpharetta, GA 30004 (419)255-3830 <br /> (678)366-1240 bniese@ssoe.com <br /> Subject: Structural Analysis Report—Interim Loading <br /> Carrier Designation: Sprint Co-Locate <br /> Carrier Site Number: TA33XC047 <br /> Carrier Site Name: ZEPHYRHILLS <br /> Crown Cast/e Designation: Crown Castle BU Number: 816298 <br /> Crown Castle Site Name: ZEPHYRHILLS <br /> Crown Castle JDE Job Number: 170537 <br /> Crown Castle Work Order Number: 509233 <br /> Crown Castle Application Number: 144090 Rev 1 <br /> Engineering Firm Designation: SSOE Group Project Number: 012-01232-00 <br /> Site Data: 702 B Avenue,Zephyr Hills,FL 33542, Pasco Courrty <br /> Latitude 28°13'40.63'; Longitude-82°10'45.6" <br /> 285 Foot—Modified Self Support Tower <br /> Dear Mr Jeremy Henson <br /> SSOE Group is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above <br /> mentioned tower This analysis has been performed in accordance with the Crown Castle Structural `Statement of <br /> Work' and the terms of Crown Castle Purchase Order Number 474792, in accordance with application 144090, <br /> revision 1 <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have <br /> determined the tower stress level for the structure and 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/reserved loading,respectively <br /> The analysis has been performed in accordance with the 2010 Florida Building Code based upon and ultimate 3- <br /> second gust wind speed of 140 mph converted to a nominal 3-second gust wind speed of 108 mph per section <br /> 1609.3 1 as required for the use in the TIA-222-G Standard per Exception#5 of Section 1609.1 1 Exposure Category <br /> C and Risk Category II were used in this analysis. <br /> We at SSOE Group appreciate the opportunity of providing our continuing professional services to you and Crown <br /> Castle. If you have any questions or need further assistance on this or any other projects please give us a call. <br /> Structural analysis prepared by� Benjamin Niese, EI <br /> By signing below, the engineer certifies that they are in Responsible Charge of t11�����ij� report as depicted in the <br /> Table of Contents, including attachments and additional calculations. ,�����0 E �'i<�B� <br /> Respectfully submitted by: ��`�,4',l•�G�= ���/����� <br /> � Q`:�, tc'•����i <br /> :Q'; i <br /> � N o. 6 544 ; � <br /> Larry J Gri�th, P.E <br /> Senior Structural Engineer _ . :�� <br /> ��' 77fY/�,'�+' <br /> . <br /> %��.• STAT OF ' • <br /> making clients suctessful by saving them time, trouble, and mone��,� ��� o �' p,`���Oe <br /> . <br /> '�:t+S � �� �`. <br /> '�•.;�N AL���.•. <br />