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I \I7 I <br /> MAXIMUM TECAPATORQUE ITYIS7 .7KIPSD8,300FT-LBS. 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> ULTIMATE CAPACITY IS 74.7 KIPS BASED ON A CAPACITY TO <br /> TORQUE RATIO OF kt=9 FT-1 ICC-ES 1/i AC358 - REPORT #ESR-3750 <br /> I I I i�14..2.,- <br /> IIII EXTENSION <br /> I I 03 <br /> li <br /> LHJ° °' <br /> SINGLE <br /> [1..) HELIX <br /> }}I I p: 1 EXTENSION <br /> -••• n I_-.-1)2 <br /> DI 4t.-D. ..-- <br /> ._ IIID� <br /> L' ` ' COUPLING I..- h-D2 TRIPLE <br /> • • BOLTS&NUTS 57/8(TYP) 10 10 010 HELIX <br /> t Pli � LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELIX(OH) TRIPLE HELIX(TH) QUAD HELIX(QH) <br /> (EX:278203EXT[LIG) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][D']X[T1G) (EX:278203FEDH[L][D'D'])([T]G) (EX:278203SH[L][D2]X[T]G) (EX:2782030H[L][D'D°]X[T]G) (EX:278203TH[L][D'D"D9X[T]G) (EX:278203QH[L][D'D'D'D°]X[T]G) <br /> TIP CUT <br /> 2%O.D.X r 24 11 AT 45° <br /> NOTES; IDEAL PART#ABREVIATIONS: 0.203 W.T. <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. 278=SHAFT DIAMETER r[T] I' 3 PITCH TYPICAL PILE ASSEMBLY <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 203=SHAFT WALL THICKNESS 11 <br /> (TYP) <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE p(T=EXTENSION 01516 i <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE=FLIGHTED EXTENSION <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, P <br /> SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES TRIPLE,OR QUAD.HELIX <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. [L]=SHAFT LENGTH IN FEET HELIX FORMED BY <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX BOLT HOLE PRESS DIE <br /> THICKNESS IS 3/8". (EXAMPLE:7'=7) DETAIL <br /> [D]=HELIX DIAMETER(S)IN INCHES <br /> 6. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDOR IN ACCORDANCE DRAWN PROPRIETARY AND CONFIDENTIAL <br /> WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. (EXAMPLE:10"=10) AP 4/3/2020 . THE INFORMATION CONTAINED IN THIS <br /> X=X(SEPARATES HELIX DIAMETERS) <br /> 7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123.BARE STEEL IS ALSO CHECKED DRAWING IS THE SOLE PROPERTY OF <br /> AVAILABLE. AND HELIX THICKNESS) LRS IDEA IDEAL MANUFACTURING,INC.ANY <br /> 8. (2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT ASTM A325 CT]=HELIX THICKNESS IDEAL MANUFACTURING,INC.4/7/2ozo REPRODUCTION IN PART OR AS A <br /> (EXAMPLE:3/8"=38) 999 PICTURE PARKWAY WHOLE WITHOUT WRITTEN <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). G=GALVANIZED WEBSTER,NY 14580 Group PERMISSION OF IDEAL <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES 800-789-4810 WWW.IDL-GRP.COM MANUFACTURING,INC.IS PROHIBITED. <br /> AC358(IDEAL REPORT#ESR-3750)ACCEPTANCE CRITERIA FOR HELICAL NOT TO SCALE SIZE DWG NO REV SHEET 1 OF 1 <br /> FOUNDATION SYSTEMS AND DEVICES. ALL UNITS IN INCHES U.N.O. B 278203 0 <br /> I <br /> m I <br /> ru <br /> 0 <br /> N <br /> W <br />