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<br /> <br />INC <br /> <br />e1~. It......... <br />..- ~,al\JI /4 &.. <br />...~..~.....-:-.....g....;.. <br />I ..""'...Q...._~;.:..,.~.. <br />.,' ~l,' <br />. I .'Z. f (~ ~~"\1'\ ~ <br />.. ........,6..'1,- . <br />~ '!!\..',(~- i""": <br />... ~....)~ 'J.,{,.s ,: <br />."". ...,'"j.._.....~~~... <br />...." EnQlntf;l" .... <br />.............. <br /> <br />RR$ BoxJ80B . ~ W JlllS"CCI..Y.nkl~n. Sou,h 0.1<,;,. $'078 <br />phone: (60~}66~.j~~1. FAX: (60~)M:\.YiXlJ <br /> <br />February 02,1998 <br /> <br />. Mr. Dan Vaughan <br />Arden Towers, Inc. <br />. 3440 Bayside Road <br />Orono, MNS5356 <br />Ph: 612-525-7855 <br />Fax: ~lZ-473-3880 <br /> <br />Subject: 700' Rohn80 Guyed Tower <br />Site: Arden, MN <br />EEl JO: 2736 <br /> <br />Dear Mr. Vaughan, <br /> <br />. <br /> <br />We have completed our revised structuraJ stress analysis' of <br />the above described tower per your request. All information <br />required to complete our structural analysis was furnished <br />to EEl by your office. <br /> <br />Antenna loading was included per fax from your office dated <br />01/22/98 and per fax from Julie Townsend with US West Wire- <br />less dated 12/17/97. <br /> <br />Our analysis was completed per TIA/ElA-222-F, 80mph wind <br /> <br />velocity and.~ce ~il;J,ifo~~ngJll~os1in~~as q~1i,/~{.:J. /'t!Y' <br />Existina Is: Proposed Loadina s-fi/fi.'e.'1t!... IU(J.~ 7' . . . <br />ITEM ELEVATION REMARK <br /> <br />------------------------------------------------------------ <br /> <br />. <br /> <br />Beacon & Strobe <br />PD458 on 6' SA <br />PDll10 on 6' SA <br />Preamp <br />7' Stabilizer <br />PD1l32 on 6' SA <br />PD1ll0 on 6' SA <br />7' Stabilizer <br />PD458 on 6' SA <br />PDll10 on 6' 'SA <br />PD458 on 6' SA <br />t'Jl'1:1'O 01) 6' SA A.f... n/S' <br />1'D458 on 6' SA <br />TD6074 on 6' SA <br />Side Lights <br />TDE6073 on 6' SA <br />Strobe Lights <br />Side Lights <br />. DB-Z22E on Side Mount <br /> <br />700' <br />700' <br />700' <br />698' <br />680' <br />660" <br />655' <br />600' <br />570' <br />570' <br />555' <br />555' <br />540' <br />540' <br />535' <br />520' <br />470' <br />415' <br />400' <br /> <br />EXisting <br />Existing <br />EXisting <br />Existing <br />Existing <br />Existing <br />Existin!j" <br />Existing <br />Existing <br />Existing <br />Existing <br />Existing <br />Existing <br />EXisting <br />Existing <br />Existing <br />. Existing <br />Existing <br />Existing <br /> <br />TOlrER DES/GS' l'ot'SD.mOS DES/GS ' sTRt:cnlAAL AVAL\'S/S .lXSPECT/ON . COlrMUX/CATlDX TOIIUS <br />PROJECT .IL-l.\'.~GE.I/E.\T . SFEC/I'/C.moxs ' DETAIL/XC' fE. CEErrll'/C.-l.TlO.V. STEEL FABRIC.mo.v <br />