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1612 ROCKEFELLER AVE 2025-04-17
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1612 ROCKEFELLER AVE 2025-04-17
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4/17/2025 8:43:26 AM
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3/19/2025 2:54:46 PM
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ROCKEFELLER AVE
Street Number
1612
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. I _ ' 3 I a <br /> MIMUM CAPAU <br /> ULTIMATE <br /> E NOT TO EXCEED 8,300 FT-LBS. <br /> CIIYIIS74..7 KIPS BASED ONA CAPACITY TO 2 7/8" O.D. X 0.203" W.T. HELICAL LEADS & EXTENSIONS <br /> TORQUE RATIO OFkl=9FT-1 ICC-ES AC358 - REPORT #ESR-3750 <br /> EXTENSION <br /> i D° <br /> in''--- <br /> 03 11nD3 <br /> 0 <br /> SINGLE <br /> h_D2 —1 <br /> [L] [L] HELIX <br /> [..- <br /> 0 —...1 <br /> — 1...—D, EXTENSION <br /> -.:_ <br /> rD� <br /> �_ spa _....vt.-- <br /> —[h-°. H <br /> 1p� <br /> m...--- —....L. J4—D2 --.1 I h—DI <br /> All HNC{ Pa <br /> COUPLINGuTRIPLE <br /> N N BOLTS&NUTS 57�8(TYP) ,t „ 'l " — HELIX <br /> ■■■r�� ■■■■iiii LEAD <br /> EXTENSION FLIGHTED EXTENSION FLIGHTED EXTENSION SINGLE HEUX(SH) DOUBLE HELIX(DH) TRIPLE HEUX(TH) QUAD HELIX(QH) <br /> (EX:278203EXT[L]G) SINGLE HEUX(SH) DOUBLE HELIX(DH) LEAD LEAD LEAD LEAD <br /> (EX:278203FESH[L][D')4T1G) (EX:278203FEDH[L][D'D']X[T]G) (EX:278203SH[L][D')X[T]G) (EX:278203DH[L][D'D']X[T)G) (EX:278203TH[L][D'D'D3]X[T1G) (EX:278203QH[L][D+D'D'D')X[T]G) <br /> TIP CUT <br /> 27/O.D.X—.-1 H r24 O AT45° <br /> NOTES: IDEAL PART#ABREVIATIONS: 0.203 W.T. <br /> 1. PILE SHAFT TO MEET OR EXCEED REQUIREMENTS OF ASTM A500,80 KSI. 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 „ It (TYP) ASSEMBLY <br /> 3. ALL HELICES ARE FORMED BY PRESS DIE.LEADING EDGE OF HELICES ARE EXT=EXTENSION <br /> TAPERED TO IMPROVE INSTALLATION CAPABILITIES. FE=FLIGHTED EXTENSION �1%6 >• <br /> 4. HELIX SPACING IS THREE(3)TIMES THE DIAMETER OF THE LOWER HELIX. SH,DH,TH,QH=SINGLE,DOUBLE, ^ P <br /> F 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 BO(EXAMPLE:7'=7) LTTDEAHIL E PRESS DIE <br /> THICKNESS IS 3/8". [D]=HELIX DIAMETER(S)IN INCHES <br /> L <br /> 6. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDOR IN ACCORDANCE DRAWN PROPRIETARY AND CONFIDENTIAL <br /> (EXAMPLE 10"=10) MIN <br /> WITH AWS D1.1 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 <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. iDEAL 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). PERMISSION OF IDEAL <br /> G=GALVANIZED WEBSTER,NY 14580 Group MANUFACTURING,INC.IS 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 _ T 3 I <br /> V <br /> O_ <br /> C. <br /> 0 <br />
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