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3928 FRIDAY AVE 2024-10-24
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3928 FRIDAY AVE 2024-10-24
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Last modified
10/24/2024 2:36:58 PM
Creation date
9/18/2024 9:24:50 AM
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Street Name
FRIDAY AVE
Street Number
3928
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b. <br /> I E 3 I 7 <br /> MAXMUM TORQUE NOT TO EXCEED 8,300 FT-LBS. <br /> ULTIMATE CAPACITY IIS74..7 KIPS BASED O ACAPACITYTO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OFkt=9FT-1 <br /> ICC-ES AC358 - REPORT #ESR-3750 <br /> Atll0i --1 <br /> [A ._ H <br /> .... h <br /> _..-1.L- <br /> •.•h-- <br /> r- D <br /> 1 <br /> EXTENSION <br /> OD3 n <br /> bD <br /> a ■■ <br /> SINGLE <br /> [L] [L] HELIX <br /> -_ - - p: EXTENSION <br /> pI <br /> D2 <br /> pz 1p1 <br /> D. J p, ' U <br /> '_h _I D. <br /> °' D. <br /> D. <br /> i- <br /> COUPLING TRIPLE <br /> BOLTS&NUTS 57�(TYP) O Q II I) X <br /> _ LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HELIX(EH) DOUBLE HELIX(DH) TRIPLE HELIX(TH) QUAD HELIX(QH) 0 <br /> (EX:278203EXT[L]G) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][D']X[T]G) (EX:278203FEDH[L][D"D'IX[T]G) (EX:2782035H[L09X[T]G) (EX:278203DH(L][D'D"]X[T]G) (EX:278203TH[L][D'D'D']X[T]G) (EX:278203QH[L][D'D'D'D']X[T]G) <br /> TIP CUT <br /> 2%O.D.X 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. r[7] _�' 3 PITCH TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 278=SHAFT DIAMETER tl ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE 203=SHAFT WALL THICKNESS (7yp) <br /> EXT=EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE=FLIGHTED EXTENSION 01546 I T <br /> - <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, pup <br /> 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 BOLTLE <br /> (EXAMPLE:7'=7) O HAI 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) <br /> NM <br /> WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. AP 4/3/202040 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 Dczi <br /> DRAWING IS THE SOLE PROPERTY OF E <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 [T]=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). G=GALVANIZED WEBSTER,NY 14580 Group PERMIS ION OF IDEAL <br /> IS PROHIBITED. <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES B00-789-4810 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 /> m :I I 4 <br /> I rn <br /> 0 <br /> TV <br /> 01 <br />
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