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NOTES <br />1. TOWER DC9tGN CONFORMS TO EIA STANDARD RO-222-D FOR 100 MP.H BASIC MIND SPEED WITH 0.80' RADIAL ICE WITH NO REDUCTION TA'J:1 <br />IN WIND LOAD WHEN CONSIDERED SIMULTANEOUSLY WITH ICE. <br />NA TER[AL; TA) LOWER MEMBERS 3/4' AND LARGER. rY»50.000 PSI. (0) TOWER MEMBERS LESS THAN 3/4' FY»3G,000 PSI. <br />BASF 11FACTI0N5: TOTAL WEIGHT 2B.7 KIPS. MAXIMUM COMPRESSION » 232.0 KIPS PER LEG. <br />MOMCNT » 3093.9 KIP -FT. MAXIMUM UPLIFT 200.7 KIPS PER LEG. <br />MAXIMUM 914EAR 39.3 KIPS TOTAL. <br />4. r-INISH. IIOT DIPPED GALVANIZED AFTER FABRICATION. FAA CODE PAINTED PRIOR TO SHIPMENT. <br />I. ANTENNA9.3 PO-10017 ANTENNAS AT lt,4' R 228' WITH 1-5/8' LINES ONE 4' N.P. DISH AT 140'; 135': 130': 129' W/1-5/8' LINF': <br />1� MIN. WELDS 1/4' UNLESS OTHERWISE SPECIFIED <br />1. FIA GROUNDING FOR TOWER. <br />TN^TOE CLIMD LADDER WCTH SAFETY CLIMB. <br />9. Tb%QCiL "tT5 T4E REQO%Z0-y" <br />A— t^omp" (oac- Ins,5). <br />m o m 0 <br />ca i <br />r -U <br />om <br />70 <br />omm <br />-uo < <br />0 <br />'R <br />m PI <br />a - <br />ALL WELDING TO CONFORM TO AWS SPECIFICATIONS. <br />of THE OLI,FCULM BUILOINC- COpE <br />NEW VECTOR <br />EVERETT B. WASHINGTON <br />U 16.0 X 155' <br />SELF-SUPPORTING, TOWEH <br />oiTIO[SLRLPTIUt� DATEI I •IRE 10-AUG-Al <br />%OHO) <br />PI -ROD, INC . <br />PLYMOUTH,INDIANA 46563 <br />REG.FNGINMli S,.I1LC Unb.nU. //^^// jI PAGE <br />RFVIRIONS RFG.NO AR NOTED 1t,, 44.• C4. 3 (IF <br />