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MAXIMUM TORQUE NOT TO EXCEED 8,300 FT-LBS. <br /> ULTIMATE CAPACITY IS 74.7 KIPS BASED ON A CAPACITY TO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OFke=9FT-1 ICC-ES AC358 - REPORT #ESR-3750 <br /> / 0 <br /> * i. <br /> II <br /> D. <br /> EXTENSION <br /> aill..__ <br /> 4 1 4 <br /> I D' N. • <br /> D' <br /> h-D. -••II <br /> [4-D. <br /> }} SINGLE <br /> [L] II [L] HELIX <br /> I I h—D. <br /> EXTENSION <br /> _ h D. <br /> 1 a <br /> 1 COUPLING e' ' <br /> ri" TRIPLE <br /> -4,- ® BOLTS&NUTS 5%(TYP) 11 11 11 11 _ HELIX <br /> 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) <br /> (EX:278203FESH[L][D']XITIG) (IX:278203FEDH[L][D'D')X[T]G) (ER:2782035(L]ID`)X(T)G) (EX:278203DH ][D"D']([T]G) (IX:278203THIL L][D'D'D3)X(TIG) (EX:278203QH[L][D'D'D'D9X[f]G) <br /> 7 2 � TIP CUT <br /> 2 O.D.X <br /> /6 H 4 11 AT 45° <br /> NOTES: ART#ABREVIATIONS: 0.203 W.T. r <br /> IDEAL P <br /> 1. PILE SHAFT TO MEET OR EXCEEDTYPICAL PILE REQUIREMENTS OF ASTM A500,80 KSI. 278=SHAFT DIAMETER [T] 3 PITCH <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572 iGRADE 50. = ASSEMBLY <br /> 203 SHAFT WALL THICKNESS � � TYP • <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE EXT=EXTENSION �' ( ) <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. 01546 ,_ <br /> FE <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. =FLIGHTED EXTENSION <br /> SH, <br /> TH <br /> P SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES DH, ,QH=SINGLE,DOUBLE, H <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. [L]=SHAFT TRIPLE, LE QUAD.HELIX <br /> LENGTH IN FEET HELIX FORMED BY <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX BOLT HOLEPRESS DIE <br /> THICKNESS IS 3/8". (EXAMPLE:7'=7) DETAIL <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) • iDEAL <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 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 /> 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 /> IIS' I 4 <br /> rn <br /> 0 <br /> N <br /> V <br />