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3 <br />'13'-104 <br />0 <br />ANCHOR BOLT P/N 103192 (6 REQUIRED PER LEG) <br />INSTALL WITH ALL THREADS + 1/2' EXPOSED <br />TEMPLATE P/N 102716 IS REQUIRED FOR INSTALLATTON <br />TEHPLArE MUST BE SECURELY DOUBLE -NUTTED TO <br />ANCHOR BOLTS DURING CONCRETE INSTALLATION <br />GROUT NUTS AFTER LEVELING TOWEn <br />G' PLATE P/N 107973 DOUBLE -NUTTED TO ANCHOR BOLTS <br />c <br />nAOEI4 <br />IIIII <br />11 <br />r <br />1 <br />14 HORIZONTAL TIES - 38 PIECES nFSUInFO PER PIER <br />14-4 -4 <br />IJ111 <br />IIIII <br />17i <br />H4 <br />tt <br />+ <br />8 • VERTICAL RFOAR - 14 PIECES REQUIRED PER PIER ' <br />IJ111 <br />LI1II <br />EQUALLY SPACED ON A 2'- G' DIAMETER CIRCLE <br />II�T <br />T 1 <br />17�i'1 <br />H4+1 <br />IJJ <br />11 <br />o m <br />cad <br />�;U <br />20o <br />3' <br />TOWER FOUNDATION <br />THREE PIERS REDUIRED <br />9.0 CUBIC YARDS CONCRETE REGUIRED EACH PIER <br />FOUNDATION NOTES <br />1. DESIGN REACTIONS: rOTAL WEIGHT 28.7 KIPS• MAXIMUM COMPRESSION - 232.0 KIPS PER LEG. <br />MOMENT - 3093.5 KIP -FT. MAXIMUM UPLIFT 203.7 KIPS PER LEG. <br />MAXIMUM SHEAR 39.3 KIPS TOTAL. <br />2, SOIL AS PER REPORT REVISED BY EARTH CONSULTANTS 10/12/87) <br />3. LUNCRETE TO BE 3.000 PSI 0 20 DAYS. REINFORCING BAR TO CONFORM TO ASTH AG10 GRADE GO SPECIFICATIONS. <br />LONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REOUInEMENTS FOR REINFORCED CONCRETE. <br />ALL CONCRETE TO BE PLACED AGAINST UNnISTURDED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS. <br />A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT. <br />4. ALL REINFORCING STEEL TO RE FORMED INTO A CAGE PRIOR TO SETTING INTO POSITION IN THE EXCAVATED PIER. <br />1. LnOWN TOP OF FOUNDATION FOR PROPER DRAINAGE. <br />OF WA%i <br />h M'1 b. <br />C <br />tit <br />NEW VECTOR <br />EVERETT B. WASHINGTON <br />U 16.0 X 155' <br />BASE FOUNDATION <br />Jnr 12-AUG-n7 <br />l0r,opl <br />PI -ROD, INC . <br />PLYMOUTH, INDIANA 46963 <br />106.FNSINCFII GLALL vU. <br />nFVISTONS nrfi. NO An NOrrn ,_4U�' �O�15�-� PAGE <br />— 4 Ur I <br />