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<br />j., (t <br /> <br />. . <br /> <br />c:r (G1 <br />H 7,/ f, <br /> <br />\ <br />. <br /> <br />... .", <br /> <br />Existinq ~ Prooosed Loadinq = continued <br /> <br />ITEM <br /> <br />ELEVATION <br /> <br />REMARK <br /> <br />------------------------------------------------------------ <br /> <br />DB-222E on Side Mount 400' <br />DB-222.E on Side Mount 4'..'WIr."'t" 387 ' <br />DB-SS6 on 6'SA ~,-t" '" "Ii'" 300' <br />Scala OGP9-93K on 6' SA 30D' <br />DB-SS9 on 6' SA 300' <br />Beacon 280' <br />I)BS~!ii.l;!n . 6.' SA "',,,, 01t~/~ 2S0 '. <br />'€'"Wlll" . on 6' SA "~ 250' <br />. ltf'tlJ3'r92 Yagis ::: .:" J}'f 250' <br />Strobe Lights 240' <br />ASP952 on 6' SA 200' <br />DB sO 6":Yon 6' SA ".1''''' 11/1' . 200' <br />. Side Lights 140' <br />DB230...;E 130 ' <br />(;i) SP9014-DIN onT-Frame ,..r ." 70 ' <br /> <br />. g.~ ~~~gij=g~~ 6~ i:~;:=: ,,/t' .."ttt :g: <br /> <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 />Existing <br />'. Existing <br />proposed' <br />Proposed <br />Proposed <br /> <br />. <br /> <br />Results. Dot ion 1 = Existinq Tower. Existinq ! Proposed <br />Antennas. SO MPH wind and .D.Q ice. <br />Analvsisper TIA/EIA-222-F. <br /> <br />Mast: <br /> <br />Leqs: The maximum combined stress ratio in the <br />vertical members is 1.29 at elevation 120' <br />which is less than the maximum allowable <br />value of 1.33. See comments. <br /> <br />Diaq: The maximum combined stress ratios in the <br />bracing members is 0.94 at elevation 440' <br />which is less than the maximum allowable <br />value of 1.33. See comments. <br /> <br />Guvs: <br /> <br />The minimum ,guy $afety factor is 2.25 at <br />elevation 300' which is greater than the <br />minimum required value of 2.00. See <br />ments. <br /> <br />com- <br /> <br />. <br /> <br />~,IJ <br /> <br />Founda:::n~o the lack of information regarding the {t~ <br /> <br />existing fou.ndations. for the anchors and t. o. wer I. <br />base, we cannot comment on their capacity at . <br />this time. Furthersubgrade inspection is . <br />required to determine their capacity .:It,is/ . <br />the tower. owners option andresponsibifn:~ .to ." <br />complete this subgrade inspection. <br /> <br />2 <br />