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2303 OAKES AVE 2025-04-16
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2303 OAKES AVE 2025-04-16
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Last modified
4/16/2025 3:20:14 PM
Creation date
3/20/2025 11:06:52 AM
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Street Name
OAKES AVE
Street Number
2303
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- I :3 I 1 <br /> MAXIMUM <br /> UMATECAPACITY IIS74..7 KIPS BASED ON A 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 /> 0 H ii <br /> D. <br /> n <br /> EXTENSION <br /> i <br /> 03 �n� <br /> II�p3 �- - II <br /> [L] �— I LE <br /> -.... h <br /> [L] SINGLE <br /> pz D EXTENSION <br /> D� <br /> ....- i <br /> 11 <br /> H- Di 0i ' I 1 ■11 <br /> [..--Dz -t. <br /> ' TRIPLE <br /> COUPLING 57/g(TYP) HELIX <br /> ri ii. BOLTS&NUTS �� �� �� 0�� 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:278203FE5H[L][D']X[T]G) (EX:278203FEDH[L][D"D']X[T]G) (EX:278203SH[L][D'IX[T]G) (EX:278203DH[L][D'D°]X[T]G) (EX:278203TH[L][D'D'D"]X[T]G) (EX:278203QH[L][D+DzDzD9X[T]G) <br /> TIP CUT <br /> 27/BO.D.X-.-1 r24 O AT45° <br /> NOTES: IDEAL PART#ABREVIATIONS: 0.203 W.T. <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. SE PILE <br /> 278=SHAFT DIAMETER [T] 3 PITCH AS <br /> MBLY <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 203=SHAFT WALL THICKNESS r' (TYP) <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE EXT=EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE=FLIGHTED EXTENSION 015/16 <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, <br /> P SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES p <br /> 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) BOOLTE H L E 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 D1.1 STRUCTURAL WELDING CODE-STEEL. (EXAMPLE:10"=10) AP 4/3/2020OIDEAL <br /> 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 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 14580 PERMISSION 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 SIZE DWG NO REV SHEET 1 OF 1 <br /> FOUNDATION SYSTEMS AND DEVICES. ALL UNITS IN INCHES U.N.O. B 278203 0 <br /> I + 3 I 4 <br /> N <br /> O_ <br /> N <br /> 0 <br />
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