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I - + 3 I <br /> ULTIMATE MAXIMUM <br /> CAPACITY IS74.7KIPSBASEDONACAPACITYTO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OF kt=9 FT-1 <br /> ICC-ES AC358 - REPORT #ESR-3750 <br /> 0 0 <br /> f pa <br /> 1-.F ."--- EXTENSION <br /> D3 n <br /> y F.,_,, <br /> Pi <br /> � SINGLE <br /> [L] L HELIX <br /> D, [] LP <br /> EXTENSION <br /> h <br /> _I _1-..--D 1 p <br /> _...11i..._,„ � rilh_w <br /> _....•• <br /> ....- El_ <br /> Z <br /> ii <br /> COUPLING TRIPLE <br /> BOLTS&NUTS 57/(TYP) „ " 0 0 HELIX <br /> LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELIX(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) I' <br /> (EX:278203EXT[L]G) SINGLE HELIX(SH) DOUBLE HELIX(OH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][D9X[T]G) (EX:278203FEDH[L][D'D']X[T]G) (EX:278203SH[L][Di]X[T]G) (EX:278203DH[L][D'D']X[T]G) (EX:278203TH[L][D'D"D3]X[TIG) (EX:278203QH[L][D'D"D'D"IX[T]G) <br /> f TIP CUT <br /> [� <br /> 2%O.D.X-..-1H 1 24 O AT45° <br /> NOTES: 0.203 W.T. 1 <br /> IDEAL PART#ABREVIATIONS: <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 278=SHAFT DIAMETER r[Tj �' 3 PITCH ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE 203=SHAFT WALL THICKNESS i <br /> • <br /> tl (TYP) <br /> EXT=EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. 01%6 -F--=�j <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,F =FLIGHTED=EXTENSIONILE, <br /> P SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES TRIPLE,DH,TH,QH=SINGLE,DOUBLE, A u <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. LENGTHOR QUAD.HELIX <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX [L]=SHAFT IN FEET BOLT HOLE HELIX FORMED BY <br /> THICKNESS IS 3/8". (EXAMPLE:7'=7) DETAIL PRESS DIE <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 DIAMETER(S) <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) • iDcz1L <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 L I <br /> N <br /> O - <br /> N <br /> O <br />