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: 1 + p [ a <br /> MAXIMUM TORQUE ITYISNOT OEXCEED8,300FT-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 OF kc=9 FT-1 <br /> ICC—ES AC358 — REPORT #ESR-3750 <br /> D^ <br /> E11 <br /> XTENSION <br /> 0 <br /> A <br /> pa IISINGLE <br /> [L] HELIX <br /> 0 --"I--. .-. h— ION <br /> hi <br /> ac [L] '_]II r EXTENSION <br /> pa <br /> 1 All —I <br /> pa '— <br /> D' H —11 Ih' --..1112—I;) <br /> I h—D,. <br /> 11 <br /> �pi <br /> _..., Lo—W. <br /> F COUPLING 57(T,P) � TRIPLEHE <br /> 11 il BOLTS&NUTs 0 0 11 1► LEAD <br /> ' <br /> XT EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELM(DH) T ) HEM('TRIPLE HELIX(TH QUAD HE (QH) H <br /> (EX:278203E(T[L]G) SINGLE HELIX(5H) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][D'IX(T3G) (EX:278203FEDH[L][D'D9X[TJG) (IX:278203SH[L][D']X[T1G) (IX:278203DH(L][D'Da]X[TJG) (EX:278203TH[L][D'D'D3]X[T]G) (EX:278203QH[LJ[D'D'D3D°]X[1]G) <br /> ' TIP CUT <br /> 27/8 O.D.X I-24 O AT 45° <br /> NOTES: 0.203 W.T. <br /> IDEAL PART#ABREVIATIONS: <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. [T] I' 3 PITCH TYPICAL PILE <br /> F2. 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 /> EXT=EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. 01i6 _ <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. FE=FLIGHTED EXTENSION s <br /> SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES SH,TRIDH, LE,QH=SINGLE,DOUBLE, A ,3 <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. TRIPLE,OR QUAD.HELIX <br /> [L]=SHAFT LENGTH IN FEET 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 /> (EXAMPLE:10"=10) <br /> WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. AP 4/3/2020 1111 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) I D c"-a IDEAL MANUFACTURING,INC.ANY <br /> LRS 4/7/2020 <br /> 8. (2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT ASTM A325 [T]=HELIX THICKNESS MANUFACTURING,INC. REPRODUCTION IN PART OR AS A <br /> IDEAL <br /> (EXAMPLE:3/8"=38) 999 PICTURE PARKWAY WHOLE WITHOUT WHEN <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). G=GALVANIZED WEBSTER,NY 14580 GroupPERMISSION OF IDEAL <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 - <br /> 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 a m 3 I a <br />