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4330 COLBY AVE 2025-04-14
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4330 COLBY AVE 2025-04-14
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Last modified
4/14/2025 11:36:57 AM
Creation date
3/20/2025 11:08:32 AM
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COLBY AVE
Street Number
4330
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_ NI7 .: I ,3 <br /> MAXIMUM TORQUE NOT TO EXCEED 8,300 FT-LBS. <br /> ULTIMATE CAPACITY IIS74.7 KIPS BASED ONA CAPACITY TO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OFk1=9FT-1 ICC-ES AC358 - REPORT #ESR-3750 <br /> 11 D^ <br /> 0 <br /> 1 EXTENSION <br /> III•`D. il <br /> D. II <br /> L �� '� � SINGLE <br /> [] [L] HELIX <br /> �J_ �D. - tHjD <br /> z � � EXTENSION <br /> -"IpD <br /> �� h-D2 iI/ <br /> pp <br /> 11 <br /> Di/ 1 -4.1 <br /> Di _ ' <br /> -.I h-D. II <br /> _ 1 !A <br /> h <br /> _ --Pi <br /> '-n a TRIPLE <br /> COUPLING 57�(TYP) HELIX <br /> BOLTS&NUTS 11 11 11 11 <br /> e Pr <br /> LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELIX(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) <br /> (EX:278203EX11L1G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][Di]X[T]G) (EX:278203FEDH[L][D'D9X[T]G) (EX:278203SH[L][D"IX[TIG) (EX:278203DH[L][0"D']X(T)G) (EX:278203TH[L][D"D'D3]X[T]G) (EX:278203QH[L][D"D'D'D1X[T]G) _ <br /> I TIP CUT <br /> 27/8O.D.X� [+ �24 1/ 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 TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. [T] Al 3 PITCH <br /> 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. FE=FLIGHTED EXTENSION 01546 ' _ <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, A <br /> P 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) BOLTO AIHOLE 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 /> (EXAMPLE:10"=10) MEI <br /> WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. 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 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 WWWIDL-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 /> m I ,� <br /> I N <br /> O <br /> N <br />
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