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2006 OAKES AVE 2025-05-02
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2006 OAKES AVE 2025-05-02
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Last modified
5/2/2025 7:23:56 AM
Creation date
5/19/2023 2:06:31 PM
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Address Document
Street Name
OAKES AVE
Street Number
2006
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1 I F + 3 I d <br /> MAXIMUM NOT TO EXCEED 8,300 FT-LBS. <br /> ULTIMATE CAPAQCIlYUE IIS74.7 KIPS BASED ONA CAPACITY TO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OF kt=9 FT-1 ICC-ES AC358 - REPORT #ESR-3750 <br /> EXTENSION <br /> ? -- ' -" -I-D.-.I 1 [+- A <br /> D. en <br /> II <br /> --1 p h- 1 <br /> SINGLE <br /> [L] [L] HELIX <br /> J D2 0 <br /> EXTENSION <br /> 11 D� <br /> !� <br /> �Da Da �. Iy� Imo" <br /> 1 II <br /> -I> / All H <br /> I <br /> t3 II COUPLING <br /> pTRIPLE <br /> \i BOLTS&NUTS 57�(TYP) 011 0 11 HELIX <br /> P <br /> � LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED DTENSION SINGLE HELIX(SH) DOUBLE HELM(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) <br /> (IX:278203EXT(L]G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (IX:278203FESH[L][D9XLT]G) (IX:278203FEDH[L][DID']X[T]G) (IX:2782035H0LIID']XmG) (IX:2782030H[L][D'D°]X[T]G) (IX:278203TH[l][D'D°D3]X[T]G) (EX:278203QH(L)[D'D'D3D9X[T]G) <br /> TIP CUT <br /> 27/8 0.D.X-.I 1 r24 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. 278=SHAFT DIAMETER [T] II 3 PITCH TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 203=SHAFT WALL THICKNESS ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE (7YP) <br /> EXT=EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. 015A T6 T - ip_>• <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELD(. FE=FLIGHTED EXTENSION <br /> SPACING OF LEADING HELIX ON FLIGHTED tX I tNSIONS IS THREE(3)TIMES SH,TRIPLE,DH, ,QH=SINGLE,DOUBLE, q <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. LEOR QUAD.HELIXE <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX [L]=SHAFT LENGTH IN FEET BOLT HOLE HELIX FORMED BY <br /> (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 /> IIIISM <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) 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 800-789-48101 WWW.IDL-GRP.COM <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 /> I 3 T 3 I a <br /> 8 <br /> O <br /> W <br /> .P <br />
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