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MAXIMUM TORQUE NOT <br /> ULTIMATE CAPAACITYIIS74..7KIPSBASEDONACAPACITYTO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OF kt=9 FT-1 <br /> ICC—ES3 AC358 - REPORT #ESR-3750 <br /> 1 i <br /> DI 1 <br /> -.11 h 1 i <br /> �ps <br /> yNa EXTENSION <br /> C <br /> DI <br /> I/ <br /> ,1 D i <br /> SINGLE <br /> [L] 0 <br /> 0 H <br /> [L] HELIX <br /> CO EXTENSIION <br /> --t...-- <br /> illff.--h �pa <br /> h--D <br /> -"11 F.—D <br /> Di Dim. 1 lel <br /> 1 1 II <br /> + COUPLINGh-DI -1_...1f.- <br /> -1 H [..-DI <br /> ill- TRIPLE <br /> t3 I/ <br /> gBOLTS&NUTS 57/g(TYP) II „ 0 0HELIX <br /> _ LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELM(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) I' <br /> (EX:278203E0-[L]G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L((D')X[T]G) (TIX:278203FEDH[L][D'D']XTT]G) (EX:278203SH[L][D"]X(T]G) (EX:278203DH[L][D"D9X[T]G) (EX:278203TH[L][D"D'D3]X[TIG) (EX:278203QH[L)[D"D"D'D1XmG) <br /> TIP CUT <br /> 27/6O.D.X--.-1 F24 O AT45° <br /> NOTES: IDEAL PART#ABREVIATIONS: 0.203 W.T. <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. [T]I—�' 3 PITCH TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 278=SHAFT DIAMETER + ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE 203=SHAFT WALL THICKNESS (TYP) <br /> TAPERED TO IMPROVE INSTALLATION CAPABILES. EJ(T=EXTENSION <br /> ITI 015/6 r.��' <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,=FLIGHTED EXTENSION t <br /> P SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES TRIPLE,DH, ,QH=SINGLE,DOUBLE, A S <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. LEOR QUAD.HELIX <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX [L]=SHAFT LENGTH IN FEET BOLT HOLE HELIX FORMED BY <br /> (EXAMPLE:7'=7) DETAIL PRESS DIE <br /> THICKNESS IS 3/8". [D]=HELIX DIAMETER(S)IN INCHES <br /> 6. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDOR IN ACCORDANCE DRAWN PROPRIETARY AND CONFIDENTIAL <br /> (EXAMPLE:10"=10) MEI <br /> WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. AP 4/3/2020 II THE INFORMATION CONTAINED IN THIS <br /> 7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123.BARE STEEL IS ALSO X=X(SEPARATES HELIX DIAMETERS) CHECKED DRAWING IS THE SOLE PROPERTY OF <br /> AVAILABLE. AND HELIX THICKNESS) iDEAL <br /> IDEAL MANUFACTURING,INC.ANY <br /> LRS 4/7/2020 <br /> [T]=HELIX THICKNESS IDEAL MANUFACTURING,INC. REPRODUCTION IN PART OR AS A <br /> 8. (2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT ASTM A325 WHOLE WITHOUT WRITTEN <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). (EXAMPLE:3/8"=38) 999 PICTURE PARKWAY Group PERMISSION OF IDEAL <br /> G=GALVANIZED WEBSTER,NY 14580 MANUFACTURING,INC.IS PROHIBITED. <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES 800-789-4810 I WWW.IDL-GRP.COM <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 /> r,� . I a <br /> 8 <br /> 0 <br /> N <br /> W <br />