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7423 LOWER RIDGE RD 2024-10-25
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7423 LOWER RIDGE RD 2024-10-25
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Last modified
10/25/2024 8:16:16 AM
Creation date
9/18/2024 9:28:08 AM
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Address Document
Street Name
LOWER RIDGE RD
Street Number
7423
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I 3 I 4 <br /> MAXUIMUM TORQUE NOT MATECAPACITY IIS740.7E 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 /> 1 f <br /> -�I[ ice i D. <br /> D. 1/1EXTENSION <br /> D. II <br /> SINGLE <br /> [L] 0 0 <br /> [Ll HELIX <br /> �— �p, EXTENSION <br /> 0 <br /> D.�- � [.- <br /> pa <br /> �_ �pz <br /> h D. <br /> —11._L.—D. <br /> 11 <br /> COUPLING TRIPLE <br /> pi� BOLTS&NUTS 57/g(TYP)i I H <br /> ii—D. <br /> " " " „ HELIX <br /> _ <br /> �r�� LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(SH) DOUBLE HELIX(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) III <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']X[T]G) (IX:2782030H[L][D'D°]X[T]G) (EX:278203TH[L][D'D°D")X[T]G) (IX:278203QH[L][D'D°D"D"]X[T]G) <br /> TIP CUT <br /> 27/O.D.X—.1 H F24 O AT45° <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.EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE=FLIGHTED EXTENSION 01546 T T <br /> �� <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 M <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) BOLTTHHOLE PRESS DIE <br /> THICKNESS IS 3/8". DAIL <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) <br /> WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. AP 4/3/2020 • iDEIIL <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 /> 8. (2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT ASTM A325 m=HELIX THICKNESS IDEAL MANUFACTURING,INC. REPRODUCTION IN PART OR AS A <br /> (EXAMPLE:3/8"=38) 999 PICTURE PARKWAY WHOLE WITHOUT WRITTEN <br /> AND(2)3/4"GALVANIZED HEAVY HEX NUT ASTM A194(GRADE 2H). OF G=GALVANIZED WEBSTER,NY 14580 Group MANUFA ICTURING,INC.IS PROHIBITED. <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES 890-789-4810 I 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 /> [ P2I 3 I -1 <br /> o_ <br /> N <br /> co <br />
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