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2126 RUCKER AVE 2020 Plans 2025-07-08
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2126 RUCKER AVE 2020 Plans 2025-07-08
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Last modified
7/8/2025 9:44:21 AM
Creation date
7/8/2025 9:42:55 AM
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Template:
Address Document
Street Name
RUCKER AVE
Street Number
2126
Permit
B2012-017
Year
2020
Notes
INSTALL HELICAL PILES AND STABIL-LOC PUSH PIERS WITH
Address Document Type
Plans
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i I I 4 <br /> MAXIMUM TORQUE NOT TOIXCEED8,300FT--LBS. 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> ULTIMATE CAPACITY IS 74.7 KIPS BASED ON A CAPACITY TO <br /> TORQUE RATIO OF kt=9 FT-1. ICC-ES AC358 - REPORT #ESR-3750 <br /> rnr EXTENSION <br /> A D. <br /> D. <br /> II <br /> n <br /> � SINGLE[L) �. HELD,..,2 P <br /> -.I J.-D3 [L) 'J-D3 <br /> EXTENSION <br /> -1 p 1--D2 -1 i r <br /> ,.....11j.._D <br /> II <br /> I 1--D. I D. 'L - 1{I ■� <br /> � I i� El- <br /> COUPLING 57/g(TIT) <br /> TRIPLE <br /> _ _ � � �11' HELIX <br /> BOLTS&NUTS 11 0 0LEAD <br /> iifiii 0 <br /> � NQUAD HELIX H <br /> EXTHJSlON FLIGHTED EXTENSION Fl.IGHTED EXTBJSIO SINGLE HELIX(SH) DOUBLE HELIX(DH) TRIPLE HELIX(l'H) (Q) <br /> (IX:278203EXT[LJG) SINGLE HELIX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[LJ[D']X[TJG) (EX:278203FEDHIL][D'D.)XITJG) (IX:278203SH[L][D']X[TIG) (IX:278203DH[L)[D'D']XITJG) (IX:278203THIL][D'D'D3IX[T]G) (EX:278203QH[L)[D'D'D3D`JX[TJG) <br /> TIP CUT <br /> 27/8 OD.XH H -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. 3 PITCH TYPICAL PILE <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572,GRADE 50. 278=SHAFT DIAMETER -7- CTJ ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE 203=ESXTENSION <br /> WALL THICKNESS T _ �' (NP) <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. T FLIGHTEDEOEXTENSION 01546 �t <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, ^ 'I <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 BOLT HOLE <br /> HELIX FORMED BY <br /> 5. STANDARD HELIX DIAMETERS ARE 8",10",12",&14". STANDARD HELIX (EXAMPLE:T=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) IIIWITH AWS Di.l STRUCTURAL WELDING CODE-STEEL. AP 4/3/2020 ' THE INFORMATION CONTAINEDIN THIS <br /> 7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123.BARE STEEL IS ALSO X=X(SEPARATES HELIX DIAMETER(S) CHECKED DRAWINGINGISIS THE SOLE PROPERTY OF <br /> AND HELIX THICKNESS) IiDcàL LRS 4/7/2020 IDEAL MANUFACTURING,INC.ANY <br /> AVAILABLE. [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 OF IDEAL <br /> 9. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES 800-789-4810 I WWW.IDL-GRP.COM MANUFACTURING,INC.IS PROHIBITED. <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 /> I I LP. 3 I ° <br /> v <br /> O <br /> 41. <br /> O <br />
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