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[ 3 I <br /> ULTIMATEIEXCEED CAPACITYIIS 4..7KIPSBASEDO ACAPACITYTO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS &EXTENSIONS <br /> TORQUE RATIO OF kc=9 FT-I <br /> ICC-ES AC358 - REPORT #ESR-3750 <br /> D EXTENSION <br /> II <br /> i <br /> -1 i . <br /> 03 I <br /> r1� <br /> 7.1 <br /> f <br /> JD <br /> 3 II ;1! <br /> [L] SINGLE <br /> �D [L] HELIX <br /> 2 <br /> EXT <br /> ENSION TENSION <br /> _ 1-..-D= <br /> D1 DaI _h0 <br /> g <br /> p <br /> H h-D, <br /> -41 I h D2 <br /> h-D -11 t...—D2 <br /> (� 11 <br /> is <br /> COUPLING <br /> CI in 57/(TYP) PLE <br /> HELIX <br /> i BOLTS&NUTS 0 �� ,� " `'y1 <br /> LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION <br /> SINGLE HELIX(SH) DOUBLE HELIX D <br /> (EX: <br /> 278203EXT[L]G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD ( H) TRIPL LEAD(TH) QUAD HE DX(QH) II <br /> (EX:278203FESH[L][Di]X[T]G) (EX:278203FEDH[L][D'D21X[T]G) (EX:2782035H[L][D']X[T]G) (IX:278203DH[L][D'D9]X[T]G) (EX:278203TH[L][D"D'D9X(T]G) (EX:278203QH[LND'D'D'D41X[T]G) <br /> TIP CUT <br /> NOTES: 27/B 0.D.X 24 0,_/ <br /> AT 45° <br /> IDEAL PART#ABREVIATIONS: 0.203 W.T. <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. 278=SHAFT DIAMETER TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. [T] 3 PITCH ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE 203=SHAFT WALL THICKNESS (11 <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. EXT=EXTENSION I5 <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. FE=FLIGHTED EXTENSION 5 �— �_ <br /> SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES SH,TRIPLE,DH,TH,QH=SINGLE,DOUBLE, [ <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. OR QUAD.HELIX . <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX [L]=SHAFT LENGTH IN FEET BOLT HOLE HELIX FORMED 8Y <br /> THICKNESS IS 3/8". (EXAMPLE:T=7) DETAIL PRESS DIE v <br /> 6. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDOR IN ACCORDANCE [D]=HELIX E:D 10"=ER(5)IN INCHES DRAWN <br /> (EXAMPLE:10" 10) PROPRIETARY AND CONFIDENTIAL WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. ■ <br /> 7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123.BARE STEEL IS ALSO X=X(SEPARATES HELIX DIAMETER(S) CHECKED 4/3/2020 THE INFORMATION CONTAINED IN THIS ,' <br /> AVAILABLE. AND HELIX THICKNESS) iDcAri DRAWING ISU A TURIN ,INC. Y OF <br /> LRS 4/7/2020 IDEAL MANUFACTURING,INC.ANY <br /> 8. (2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT ASTM A325 R]=HELIX THICKNESS IDEAL MANUFACTURING,INC. REPRODUCTION IN PART OR AS A <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). (EXAMPLE:3/8"=38) 999WE PICTURE PARKWAY WHOLE WITHOUT WRITTEN <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES N OF IDEAL <br /> G=GALVANIZED pro 789-4810 I WWWW.IDL-GRP.COM Y 14580 Group MANUFACTURING,INC.IS PROHIBITED. <br /> AC358(IDEAL REPORT#ESR-3750)ACCEPTANCE CRITERIA FOR HELICAL NOT TO SCALE SIZE DWG NO REV <br /> FOUNDATION SYSTEMS AND DEVICES. ALL UNITS IN INCHES U.N.O. B 278203 0 SHEET 1 OF 1 <br /> I m i I <br /> T =!'; <br /> A 't" <br /> O <br /> a <br /> rR <br /> if-s <br />