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5102 27TH AVE W 2021-09-10
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5102 27TH AVE W 2021-09-10
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Last modified
9/10/2021 9:12:12 AM
Creation date
9/2/2021 1:48:49 PM
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Street Name
27TH AVE W
Street Number
5102
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t [ r I <br /> MAXIMUM TORQUE NOT TO ECCEED 8,300 FT-LBS. <br /> ULTIMATE CAPACITY IS 74.7 KIPS BASED O ACAPACITYTO 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 /> I <br /> EXTENSION <br /> 4 A <br /> 1 0 <br /> II <br /> -D. <br /> 1 i D4 <br /> pi <br /> L ■�' II <br /> HELIX <br /> [] 0 <br /> J h—p, [L] 1 h EXTENSION <br /> 'I D= <br /> D3 <br /> 1 ....--D -.1 p <br /> II <br /> I D1 D1 ...... <br /> -..1 1 t.,--D. <br /> {). All <br /> h-D. <br /> l'.-- <br /> TRIPLE <br /> COUPLING 57 (TYp) "' O 0 11 _ HELIX <br /> 13 <br /> BOLTS&NUTS LEAD <br /> -TENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELD((SH) DOUBLE HELD((DH) TRIPLE HELD((TH) QUAD HELD((QH) 1 EX <br /> (IX:278203EXT[L]G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][D9X[T]G) (EX:278203FEDH[L][D'D3]X[T]G) (D(:278203SH[L][D']X[T3G) (EX:278203DH[L][D'D3]X(T)G) (IX:278203TH[L][D1DZD')X[T]G) (IX:278203QH[L][D'DFD3D•)X[T]G) <br /> TIP CUT <br /> 27/O.D.X H r24 4, 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] �' 3 PITCH TYPICAL PILE <br /> 2, 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=EXENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE=FLIGHTED EXTENSION 015A6 �- �' <br /> 4. HELD(SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, <br /> B SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES B <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. TRIPLE,OR QUAD.HELIX[L] <br /> [L]=SHAFT LENGTH IN FEET HELIX FORMED BY <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX BOLT HOLE <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 /> WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. (EXAMPLE:10"=10) AP 4/3/2020 • iDEAL <br /> THE INFORMATION CONTAINED IN THIS <br /> X=X(SEPARAES HELIX DIAMEER(S)7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123.BARE SEEL IS ALSO CHECKEDDRAWING IS THE SOLE PROPERTY OF <br /> AND HELIX THICKNESS) <br /> AVAILABLE. LRS 4/7/2020 IDEAL MANUFACTURING,INC.ANY <br /> REPRODUCTION IN PART OR <br /> 8. (2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT ASTM A325 [T]=HELIX THICKNESS IDEAL MANUFACTURING,INC. WHOLE WITHOUT WRITTEN AS A <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 /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES G=GALVANIZED WEBSTER,10NY I'.WA14580 MANUFACTURING,INC.IS PROHIBITED. <br /> 600-789.4810 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 /> 1 I pm 3 I <br /> I o <br /> 0 <br /> N <br />
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