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4 <br /> September 10,2017 <br /> 88-ft Monopole Tower Structural Analysis Report CCI BU No 880407 <br /> TEP Project Number 51358.131860, Application 404644, Revision 1 Page 3 <br /> 1) INTRODUCTION <br /> This tower is an 88-ft monopole tower designed by Paul J. Ford in September of 2003. The tower was originally <br /> designed for a wind speed of 85 mph per TIA/EIA-222-F for the appurtenances listed in Table 3. TEP did not <br /> visit the site. All information provided to TEP was assumed to be accurate and complete. <br /> 2) ANALYSIS CRITERIA <br /> The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for <br /> Antenna Supporting Structures and Antennas — Addendum 2 using a nominal 3-second gust wind speed of 85 <br /> mph with no ice, 30 mph with 0.25 inch ice thickness, and 60 mph under service loads with the following design <br /> criteria: <br /> Type of Analysis: Rigorous Structural Analysis <br /> Classification of Structure: Class II <br /> Exposure Category: Exposure C <br /> Topographic Category: Category 1 <br /> Earthquake Category: Does Not Control <br /> Earthquake effects must be considered for Class II and III structures per the Washington Administrative <br /> Code, Chapter 51-50 Section 3108. (Site Location Ss = 1.440). See "Appendix C - Additional <br /> Calculations" <br /> Table 1 -Proposed Antenna and Cable Information <br /> Center Number Number Feed <br /> Mounting Line Antenna <br /> of Antenna Model of Feed Line Note <br /> Level (ft) Elevation Manufacturer <br /> (ft) Antennas Lines Size(in) <br /> 3 KMW ETCR-654L12H6 <br /> Communicationsp <br /> w/Mount Pipe <br /> 85.0 85.0 3 Samsung 800MHz EXT. FILTER 1 1-5/8 1 <br /> r - Telecommunications <br /> Samsung <br /> 6 Telecommunications 800MHz RRU <br /> Notes: <br /> 1) See"Appendix B-Base Level Drawing"for assumed feed line configuration. <br /> tnxTower Report-version 7.0.5.1 <br />