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report is considered and keep in mind that stress ratios and <br /> allowable tower loads are based on new material with no <br /> defects rustingproblem areas. <br /> or P <br /> Our revised analysis Baas completed per TIA/EIA-222-F, 80 mph <br /> wind velocity and no `cezpet your instructions. Our analy <br /> sis included the following loading: <br /> Ex ting Loading <br /> ITEM ELEVATION REMARK <br /> ------------------------- <br /> Beacon & Strobe 700 ' Existing 700 ' <br /> PD458 on 6' SA Existing <br /> PD1110 on 6' SA 700' Existing <br /> Preamp 698'. Existing <br /> 7 ' Stabilizer 680 ' .Existing <br /> PD1132 on 6 ' SA 660' Existing <br /> PD1110 on 6' SA 655 ' Existing <br /> 7 ' Stabilizer 600 ' Existing <br /> PD458 on 6 ' SA 570 ' Existing <br /> PD1110 on 6' SA 570 ' Existing <br /> PD458 on 6' SA 555 ' Existing <br /> PD458 on 6 ' SA 540' Existing <br /> TD6074 on 6' SA 540 ' Existing <br /> Side Lights 535 ' Existing <br /> TDE6073 on 6 ' SA 520 ' Existing <br /> Strobe Lights 470 ' Existing <br /> Side Lights . 415 ' Existing <br /> DB-222B on Side Mount 400 ' Existing <br /> DB-224E on Side Mount 387 ' Existing <br /> Scala OGP9-93K on 6 ' SA 300 ' Existing <br /> DB-589 on 6 ' SA 300 ' Existing <br /> Beacon 280 ' Existing <br /> TDC6060A on 6 ' SA 250 ' Existing <br /> DB8.09 on 6 ' SA 250 ' Existing <br /> Strobe Lights 240 ' Existing <br /> ASP952 .on 6 ' SA 200 ' Existing <br /> DB806Y on 6 ' SA 180 ' Existing <br /> Side Lights 140 ' Existing <br /> DB230-E 130 ' Existing <br /> (3) Sp9014-DIN on T-Frame 70 ' Existing <br /> (3) sP9014-DIN on T-Frame 62 ' Existing <br /> (3) SP9014-DIN on T-Frame 50 ' Existing <br /> 2 <br />