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1011 TEMPLE DR 2022-01-13
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1011 TEMPLE DR 2022-01-13
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Last modified
1/13/2022 8:19:00 AM
Creation date
1/13/2022 8:18:04 AM
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Address Document
Street Name
TEMPLE DR
Street Number
1011
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1 I F d7 3 I A <br /> MAXMUM TORQUE NOT TO EXCEED 8,300 FT-LBS. <br /> ULTIMATE ICAPAACIlYIIS74.7KIPSBASEDO ACAPACITYTO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OFkt=9FT-3 ICC-ES AC358 - REPORT #ESR-3750 <br /> 0 1 <br /> 1 i � <br /> II Er <br /> NEXTENSION <br /> D. 11 <br /> h—pa <br /> SINGLE <br /> II <br /> [L] 0 --"1 <br /> [---- [L] HE <br /> �pz r_ -... �_. EXTENLIX <br /> SION <br /> _......p <br /> .._h D2 1 1 <br /> yI D' <br /> / 11. H <br /> l'..--1-"--D. <br /> 11 <br /> 11 <br /> TRIPLE <br /> -11,II[-'"ilh-D. -1-11..-D2 --"1 1,..i..--D. <br /> ...... 1 1 h D. <br /> U...,..- <1- <br /> /1 0 <br /> COUPLING <br /> BOLTS&NUTS 5�MP) 1/ 11 0 0HELIX <br /> n LEAD <br /> ' <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELIX(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) I <br /> (EX:278203EXT[L]G) SINGLE HELD((SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (IX:278203FESH[L][D']X[1G) (IX:278203FEDH[L][D'D']X[T]G) (IX:278203SH[L][D9X[T]G) (EX:278203DH[L][D'D']X[T]G) (IX:278203TH[L][D'D'D']X[11G) (EX:278203QH[L][D'D,D3D4IX[T]G) <br /> TIP CUT <br /> 2%O.D.XH 1+ j r 24 0AT45° <br /> NOTES: 0.203 W.T. I r <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. IDEAL PART#ABREVIATIONS: <br /> 278=SHAFT DIAMETER [T] 3 PITCH TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 203=SHAFT WALL THICKNESS -� �, (TMP) ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE EXT=EXTENSIONill <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. 015/16 _--"I`�� <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. FE=FLIGHTED EXTENSION <br /> SPACING OF LEADING HELIX ON FLIGHTED EXTENSIONS IS THREE(3)TIMES SH,TRIPLE,DH, ,QH=SINGLE,DOUBLE, y <br /> THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. LEOR QUAD. FEETEIX <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX [L]=SHAFT LENGTH IN 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 /> (EXAMPLE:10"=10) iDc-iti WITH AWS Dl.l STRUCTURAL WELDING CODE-STEEL. AP 4/3/2020 ' THE INFORMATION CONTAINED IN THIS <br /> 7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123.BARE STEEL IS ALSO X=X(SEPARATES HELIX DIAMETER(S) CHECKED DRAWING IS THE SOLE PROPERTY OF 4/7/2020 <br /> AVAILABLE. AND HELIX THICKNESS) LRS 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 (EXAMPLE:3/8"=38) 999 PICTURE PARKWAY WHOLE WITHOUT WRITTEN <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). G=GALVANIZED WEBSTER,NY 14580 Group PERMISSION <br /> ERMIONOF IDEAL <br /> INC.LIS PROHIBITED. <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES 800-789-4810 I WWW.IDL-GRP.COM <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 I 2 I 3 I 4 <br /> I 2 <br />
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