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REV. 8 <br /> EHRESMANN ENGINEERING, INC. J.0. /27366 <br /> CONSUL T1 NG ENGINEERS STRESS NAVY-E <br /> 4400 WEST 31st STREET DATE 11/22/99 <br /> YANKTON, SOUTH DAKOTA 57078 PAGE 1 <br /> PH: 605-665-7532 OR 665-9780 WIND 80 MPH <br /> ICE NO I CE <br /> SITE ARDEN HILLS, MN <br /> MODEL ROHN 80 GT <br /> OPTION /1 - EXISTING TOWER WITH HEIGHT 700'- <br /> - <br /> 00'"- EXISTING ANTENNAS BY. ✓ G P <br /> - ANALYSIS PER TIAIEIA-222-F <br /> - 80 MPH WIND & NO ICE <br /> - REVISION /8 <br /> LOADS' <br /> ELEV, ITEM RAD AZ. LINE <br /> 700' BEACON AND STROBE 1 1/4' COND <br /> 700' PD458 ON 6' SA 1/2, <br /> 700' PD1110 ON 6' SA COMBINED WITH ABOVE <br /> 698' PREAMP <br /> 680' 7' STABILIZER <br /> 660' PD7132 ON 6' SA 8' <br /> 655' PD1110 ON 6' SA COMBINED WITH ABOVE <br /> 600' 7' STABILIZER <br /> 570' PD458 ON 6' SA 1 5/8' <br /> 570' PD1110 ON 6' SA COMBINED WITH ABOVE <br /> 555' PD458 ON 6' SA 1 5/8' <br /> 540' PD458 ON 6' SA 1 5/8' <br /> 540' TD6074 ON 6' SA COMBINED WITH ABOVE-J <br /> 535' SIDE LIGHTS <br /> 520' TDE6073 ON 6' SA 7/8' <br /> 470' STROBE LIGHTS <br /> 415' S 1 DE LIGHTS <br /> 400' DB-222E ON SIDE MOUNT 7/8' <br /> 367' DB-224E ON SIDE MOUNT 7/8' <br /> 300' SCALA OGP9-93K ON 6' SA 1 1/4' <br /> 300' DB-589 ON 6' SA 1 5/8' <br /> 280' BEACON <br /> 250' 7DC6060A ON 6' SA ' <br /> 250' DB809 ON 6' SA 7/8' <br /> 240' STROBE LIGHTS <br /> 200' ASP952 ON 6' SA 1 5/8' <br /> 180' DR806Y ON 6' SA COMBINED WITH ABOVE <br /> 140' SIDE LIGHTS <br /> 130' DBE30-E JLEL <br /> 70' (3) SP9014-DIN ON T-FRAME (3) 7/8' <br /> 62' (3) SP9014-DIN ON T- RAKE 7/8' <br /> 50 (3) SP9014-DIN ON T-FRAME ( ) 7/8' <br /> IF THIS TOWER AAL�OUNDAT/ONS WERE NOT FABRICATED INSTALLED OR MAINTAINED IN ACCORDIAIyCE <br /> -����"S'IS AND SPECIFICATION. OUR DESIGN AND/OR FRT/F/raTION !S INVALID AND EEI <br /> .,,�•.., �,�ic e�w RESPONSIBILITY FDR TH/S STRUCTURE IN QTS F'NTIRETY_ _ <br />