Laserfiche WebLink
i <br /> � <br /> Date July 26, 2013 �� <br /> Ryan Shaffer 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) 366-1233 crown(a�tepqroup.net <br /> Subject: Structural Modification Analysis Report <br /> Carrier Designation: Verizon Wireless Co-Locate <br /> Carrier Site Number: 86775 <br /> Carrier Site Name: APT Zephyrhills <br /> Crown Cast/e Designation: Crown Castle BU Number: 826548 <br /> Crown Castle Site Name: Pasco County (VS) <br /> Crown Castle JDE Job Number: 230408 <br /> Crown Castle Work Order Number: 633834 <br /> Crown Castle Application Number: 185469 Rev 4 <br /> Engineering Firm Designation: TEP Project Number: 48167 7359 <br /> Site Data: 38122 Henry Dr.,Zephyrhills, Pasco County, FL 33540 <br /> Latitude 28° 14'S2.90", Longitude -82° 11'9.42" <br /> 190 Foot-Self Support Tower <br /> Dear Ryan Shaffer, <br /> Tower Engineering Professionals is pleased to submit this "Structural Modification Analysis Report" to <br /> determine the structural integrity of the above mentioned tower This analysis has been performed in <br /> accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase <br /> Order Number 564046, in accordance with application 185469, revision 4 <br /> The purpose of the analysis is to determine acceptability of the tower stress level Based on our analysis we <br /> have determined the tower stress level for the structure and foundation, under the following load case, to be <br /> LC4 5� Existing + Proposed Equipment with Proposed Modifications Sufficient Capacity <br /> Note See Table I and Table II for the proposed and existing loading,respectively <br /> The analysis has been performed in accordance with the 2010 Florida Buildinq Code based upon an ultimate 3- <br /> second gust wind speed of 137 mph converted to a nominal 3-second gust wind speed of 108 mph per section <br /> 1609 3 1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609 1 1 Exposure <br /> Category C and Risk Category II were used in this analysis <br /> All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances <br /> listed in Tables 1 and 2 and the attached drawings for the determined available structural capacity to be <br /> effective <br /> We at Tower Engineering Professionals appr�g���Q�i g��tg�¢p��gyFj��i$ our continuing professional <br /> services to you and Crown Castle If you hav�����t����II��iL��ance on his or any other <br /> projects please give us a catl a_';;s��,NATIONAL�LECTRIC CODE A ,�� +P �� <br /> r <br /> ;' Y �YRHILLS RDINANCES�p,, _.�.�,_�� .� 'f,. <br /> Structural analysis prepared by� Jarred Wallac�, �.I�L�� o s,�� ,,,,� -.G��,;r,,,, , •,� <br /> ��- �c � <br /> RespectFully submitted by� ; ��`� -;�:� , ��' <br /> � ;r,•` �f a � i ' � � ,. <br /> _� a � � j �` � <br /> � ` "` -s,; 5T!`Z'E GF �ti 1 . <br /> 3� f ` <br /> William H. Martin, P E., S E. "`'`��EW DAT� � � <br /> �J �.,i` s �`'' .� <br /> c � � <br /> .,..rY OF Z --- -- w._. _ _. �� �:,n'` L a ��.� ,:� .� <br /> EPF-lYR�°Il�.�� "%',• :5�°-�`�.�_``=-°' ��e��o <br /> - '"�S E�CAMlN�� `��' � <br /> �;.. `-��.::,'�A� <br /> -- � �`°�a�1ie61��\���,� <br />