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I9I201 <br /> 1 I r I <br /> MAXIMUM TORQUE NOT TO EXCEED 8,300FT-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 OFkr=9FT-1 ICC-ES AC358 - REPORT #ESR-3750 <br /> 1 i <br /> IHD. <br /> 1 II <br /> , <br /> EXTENSION <br /> 1_jD3n. <br /> , �p3 !A- SINGLE <br /> 1 1 <br /> [L] HELIX <br /> I�-D. [L] EXTENSION <br /> D. <br /> h-D. 1 1 h <br /> __._0 <br /> 11 <br /> 1 All H <br /> 1_...p._ <br /> --••••••[ III EP <br /> bD <br /> i --1 hD <br /> 1 D. D. <br /> /' E <br /> COUPLING TRIPLE <br /> HELIX <br /> 11 e <br /> BOLTS&NUTS 57/8(TYP) �� �� �� �� _ � LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELIX(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) <br /> (EX:278203EXT[L]G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][D']X[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'D33X[T]G) (EX:278203QH[L][D'D2D3D4]X(T]G) <br /> TIP CUT <br /> 27/BO.D.X--.1 H r24 0 AT45° <br /> NOTES: 0.203 W.T. <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[T] I' 3 PITCH ASSEMBLY <br /> 203. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE EX = EXTEN WALL THICKNESS tl (TYP) <br /> T=EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE=FLIGHTED EXTENSION 015�6 �� <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, <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 (EXAMPLE:7'=7) BOLDErAIOLE PRESS DIE <br /> THICKNESS IS 3/8". L <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 III 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) LRS 4/7/2020 1HDEAL <br /> IDEAL MANUFACTURING,INC.ANY <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 /> (EXAMPLE:3/8"=38) 999 PICTURE PARKWAY Group <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). G=GALVANIZED WEBSTER,NY 1 PERMISSION OF IDEAL <br /> 4580 <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES 800-789-4810 I 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 <br /> FOUNDATION SYSTEMS AND DEVICES. ALL UNITS IN INCHES U.N.O. B 278203 0 SHEET 1 OF 1 <br /> 1 I P <br /> m Z <br /> C <br /> r <br /> e <br />