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. - __.:_._ ._ _ _ __ _, _ :_ . - <br /> � _ __ - _ _ <br /> � <br /> � <br /> Date: September 29,2017 � <br /> Katie Stana Tower Engineering Professionals <br /> Crown Castle 326 Tryon Road <br /> 2055 S.Stearman Drive Raleigh, NC 27603 <br /> Chandler,AZ 85286 (919)661-6351 <br /> (602)845-1747 crownCcr�teparoup.net <br /> Subject: Structural Analysis Report <br /> Carrier Designation: AT&T Mobility CaLocate <br /> Carrier Site Number: SN05 <br /> Carrier Site Name: Paine Field <br /> Crown Casfle Designation: Crown Castle BU Number: 856390 <br /> Crown Castle Site Name: Paine Field <br /> Crown Castle JDE Job Number: 460751 <br /> Crawn Castle Work Order Number: 1464887 <br /> Crown Castle Application Number: 405807 Rev. 6 <br /> Engineering Firm Designafion: TEP Project Number: 62974.134464 <br /> Site Data: 1118 8Qth Street Sauthwest,Everett, <br /> Snohomish County,WA 9820.i <br /> Latitude 47°55'28.99;Longitude-122�15'1.98" <br /> 100 Foot-Self Supporting Tower <br /> Dear Katie Stana, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Repart" to determine the structural <br /> integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle <br /> Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 1086402, in accordance with <br /> application 405807, revision 6. <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 loading,respectively. <br /> The analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate <br /> 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 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 category <br /> 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 listed <br /> in Tables 1 and 2 and the attached drawing for the determined available structural capaciry to be effective. <br /> We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to <br /> you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give <br /> us a calL <br /> Structural analysis prepared by: Ihar V.Viarenich, E.I./MKL �. 3 � <br /> OF � . <br /> Respectfully submitted by: �' '�'c� <br /> , z <br /> � <br /> Ryan J. Rimmele, P.E.,S.E. '�p�� �j 02� �ww�,�W <br /> � �RAL�NG` '�� <br /> �`SI�NAL F'�� ��2���1 <br /> r���=�r��,���,�i.,;�,�;: <br />