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a -I `R'_. <br /> ,� <br /> ' ° A' <br /> O� <br /> \�1 <br /> \qj <br /> Date. October 14, 2014 \`� <br /> ti <br /> David Robertson Tower Engineering Professionals <br /> Crown Castle 326 Tryori Road <br /> 12725 Morris Road Extension, Suite 400 Raleigh, NC 27603 <br /> Alpharetta, GA 30004 (919)661-6351 <br /> (678) 366-1273 crownna.tepqroup.net <br /> Subject: S�ructuraf Analysis Report <br /> Carrier Designation: T-Mobale Co-L cate <br /> Carrier Site N mber: A2G0082A <br /> � Car�ier Site N me: N/A <br /> Crown Castl�Designation: Crown Castle U Number: 826548 <br /> Crovvn Castle ite Name: Pasco County (VS) <br /> —------------------------------ . <br /> -----_-.-- _.-Crown--Castle- DE.Job_Number:---------308299_-_ ------------ - <br /> Crown Castle ork Order Number: 944381 <br /> Crown Castle pplication Number: 265056 Rev. 3 <br /> Engineering Firm Designation: TEP Project N mber: 48167.25330 <br /> Site Data: 38122 Henry r.,Zephyrhills, Pasco County, FL 33540 <br /> Latitude 28° 9 '52.90", Longitude-82° 99'9.40" <br /> 190 Foot-Sel -Support Tower <br /> Dear David Robertson, <br /> , <br /> Tower Engineering Professiona/s is pleased to subm t this "Structural Analysis Report" to determine the <br /> structural integrity of the above mentioned tower. l"h s analysis has been performed in accordance with the <br /> Crown Castie Structural `Statement of Work' and the te ms of Crown Castle Purchase Order Number 715820, in <br /> accordance with application 265056, revision 3 <br /> The purpose of the analysis is to determine acceptabi ity 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 /> LC7: Existing + Reserved + Proposed Equipment Sufficienf Capacity <br />_._._..__.—._.____._Note:-See-Table..l-and-Table.11 forthe proposed.and-existing/res rved-loading,_cespectively_---_----- ----_–__---_____- <br /> The analysis has been performed in accordance with t e 2010 Florida Buildinq Code based upon an ultimate 3- <br /> second wind speed of 137 mph converted to a nomi al 3-second gust wind speed of 106 mph per Section <br />' 1609 3 1 as required for use in the TlA-222-G Stan ard per Exception #5 of Section 1609 1 1 Exposure <br /> Category C and Risk Category II were used in this anal sis. <br /> All modifications and equipment proposed in this repo shall be installed in accordance with the appurtenances <br /> listed in Tables 1 and 2 and the attached drawing for th determined available structural capacity to be effective. <br /> We at Tower Engineering Professionals appreciate t e opportunity of providing our continuing professional <br /> services to you and Crown Castle If you have any questions or need further assistanc on this or any other <br /> projects please give us a call. 1 f��� <br /> Structural analysis prepared by: Matthew C Kirchner/ZRH � <br /> M � <br /> � GEN T2 /�/ <br /> RespectFully submitted by: -e��P �'\ S� �2��� , <br /> - No. 77387 _ <br /> *' , *� �t= <br /> Adam M. Amortnont, P E. ":y� STATEiOF ��� <br /> ' O ,c o <br /> ''s,'c��. �ORID P ������ <br /> �-r'j•d��/`/�s�NAL 1��G���� <br /> I 11111 <br />