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r` <br /> 1 I 2 C]/ 3 I 4 <br /> NEW CONSTRUCTION CAPS FOR 2 7/8" O.D. PILE SHAFTS <br /> ,,4 <br /> t. <br /> E'; <br /> A <br /> 7/,%%Ni4 ;,,,l' <br /> [I I m A <br /> I Ir <br /> (41,5 [W] 1 [T] I [W] 1 [T] <br /> iii I <br /> 8 4 2 (TYP) <br /> j a Ii ! I <br /> -1- I ! ; Imo { <br /> JIAP 'i, <br /> -1()- / <br /> 0 4 <br /> , i F <br /> CDSINGLE BOLT-ON CAP GRAVITY CAP <br /> (EX.278NC[W]X[T]SBG) (EX.278NC[W]X(T]G) <br /> DOUBLE BOLT PILE <br /> CAP PROFILE <br /> DOUBLE BOLT-ON CAP <br /> (EX.278NC[W]X[T]BG) <br /> ALLOWABLE STRUCTURAL CAPACITIES(KIPS) ' <br /> PART# COMPRESSION TENSION °�,' <br /> 278NC6X12SBG 52 29 '£h, <br /> 278NC8X34SBG 79 33 <br /> NOTES: IDEAL PART#ABREVIATIONS: 278NC8X348G 79 59 <br /> 1. SLEEVE TO MEET OR EXCEED 65 KSI. 278=PILE SHAFT DIAMETER <br /> 2. PLATE STEEL TO MEET OR EXCEED REQUIREMENTS OF ATSM A572, NC=NEW CONSTRUCTION *REFER TO STRUCTURAL CAPACITY TABLE FOR CALCULATION PARAMETERS. <br /> GRADE 50. [W]=PLATE WIDTH(EX.8"=8) *FOUNDATION DESIGN MAY AFFECT THE CAPACITY OF THE STEEL PILE CAPS. <br /> g 3. CAP SLEEVE TO FIT OVER 2 7/8"O.D.PILE SHAFT. X=X(SEPARATES PLATE WIDTH AND PLATE B <br /> 4. STANDARD SQUARE PLATE WIDTHS RANGE FROM 6"TO 12".STANDARD THICKNESS) <br /> PLATE THICKNESS IS 3/8",1/2"OR 3/4". [T]=PLATE THICKNESS(EX.1/2"=12) <br /> 5. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDOR IN SB=SINGLE BOLTED <br /> ACCORDANCE WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL. B=DOUBLE BOLTED DRAWN PROPRIETARY AND CONFIDENTIAL <br /> 6. HOT DIP GALVANIZING PER ASTM A154/ASTM A123.BARE STEEL ALSO G=GALVANIZED AP 4/16/2020 II MM. THE INFORMATION CONTAINED IN THIS <br /> AVAILABLE. CHECKED ' C IDEAL A IU THE SOLE I .PROPERTY OF <br /> 7. (1)OR(2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT LRS 4/16/2020 IDEAL MANUFACTURING,INC.ANY <br /> REPRODUCTION IN PART OR AS A r, <br /> ASTM A325 AND(1)OR(2)3/4"GALVANIZED HEAVY HEX NUT ASTM IDEAL MANUFACTURING,INC. , <br /> A194(GRADE 2H). 999 PICTURE PARKWAY WHOLE WITHOUT WRITTEN ])_, <br /> 8. HELICAL PILE ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH WEBSTER,NY 14580 Group PERMISSION OF IDEAL <br /> 80O-789-0-789-4830 I WWW.IDL-GRP.COM MANUFACTURING,INC.IS PROHIBITED. <br /> ICC-ES AC358 ACCEPTANCE CRITERIA FOR HELICAL FOUNDATION y(SYSTEMS AND DEVICES. NOT To SCALE SIZE DWG NO REV SHEET 1 OF 1 S <br /> ALL UNITS IN INCHES U.N.O. B 278NC 0 <br /> 1 I <br /> 2 LP.T 3 I 4 <br /> W <br /> O <br /> t <br />