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I - + _ I <br /> MAXIMUM TORQUE NOT TO EXCEED 8,300 FT-LBS. 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> ULTIMATEORQUERATCAPACITYIO <br /> FIIS 74.7 KIPS BASED ON A CAPACITY TO ICC-ES AC358 - REPORT #ES R-3750 <br /> TORQUE RATIO OF IQ=9 FT-1 <br /> e <br /> e <br /> 1 i <br /> rD. <br /> H EXTENSION <br /> A <br /> I D3 �� <br /> D3 �__ 11 <br /> ' SINGLE <br /> [L] I D' [L] !-- D. �.. EXTENSION <br /> D <br /> I <br /> Irma. D. <br /> _i P b ___ ....._ <br /> • 1 <br /> HDL. -...-I I D. <br /> I .� 1,...r <br /> � j.--- <br /> �� I' - I h' -� �Dl1I D' -1_ D. <br /> —U1111 <br /> / ] e- <br /> TRIPLE <br /> COUPLINGHELIX <br /> L ® BOLTS&NUTS 57�m P) 1/' II O O — LEAD <br /> IONQUAD HELIX H I <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELIX(OH) TRIPLE HELD((TH) (Q) <br /> (IX:278203EXT[L)G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD <br /> (IX:278203FESH[L)[D']X[T)G) (EX:278203FEDH[L][D'D']X[T]G) (EX:278203SH[LL][D']XLTIG) (IX:278203DHL LEAD <br /> (IX:278203TH[LL][D'D'DIX[T]G) (IX:278203QH[L]ID'D'D'D9X(TIG) <br /> TIP CUT <br /> 27/BO.D.X-H F24 11 AT45° <br /> NOTES: IDEAL PART#ABREVIATIONS: 0.203 W.T. <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. 3 PITCH TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 278=SHAFT DIAMETER [T] ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE EX20 =EXTENSIONSXTEN WALL THICKNESS r' (TYp) <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE = 01546 _r'�� <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH=FLIGHTED=E SINGLE,N EN T <br /> P SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES SH,DH,TH,E OR= DOUBLE, ^ R <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. TRIPLE,OR QUAD.HELD( <br /> [L]=SHAFT LENGTH IN FEET BOLT HOLE HELIX FORMED BY <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX (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 /> WITH AWS D3.1 STRUCTURAL WELDING CODE-STEEL. (EXAMPLE:10"=10) AP 4/3/2020 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 0 ,� DRAWING IS THE SOLE PROPERTY OF <br /> AND HELIX THICKNESS) LRS 4/7/2020 IDEAL MANUFACTURING,INC.ANY <br /> AVAILABLE. REPRODUCTION IN PART OR AS A <br /> [T]=HELIX THICKNESS IDEAL MANUFACTURING,INC. <br /> 8. (2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT ASTM A325 (EXAMPLE:3/8"=38) 999 PICTURE PARKWAY WHOLE WITHOUT WRITTEN <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). Group PERMISSION <br /> E ISSIONRING,INC.IS PROHIBITED. <br /> OF IDEAL <br /> G=GALVANIZED WEBSTER,NY 14580 <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 S('AI F 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 T - F 4 <br /> w <br /> 0 <br /> N <br />