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1817 HOYT AVE 2025-04-15
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1817 HOYT AVE 2025-04-15
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Last modified
4/15/2025 1:39:51 PM
Creation date
3/11/2025 10:54:40 AM
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Street Name
HOYT AVE
Street Number
1817
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1 I 2 V 3 I 4 <br /> NEW CONSTRUCTION CAPS FOR 2 7/8" O.D. PILE SHAFTS <br /> [WI _ [T] A <br /> A <br /> t } I <br /> } <br /> 0% [W] <br /> 1 + -- [W[ <br /> 8 4 2 (TYP) r m 1 T <br /> j a 11 ! ! I� I ; ; '- Ii <br /> a z i <br /> - 1 a <br /> SINGLE BOLT-ON CAP GRAVITY CAP <br /> CD <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.278NCIW)XIT]BG) <br /> ALLOWABLE STRUCTURAL CAPACITIES(KIPS) <br /> PART# COMPRESSION TENSION <br /> 278NC6X12SBG 52 29 <br /> 278NC8X34SBG 79 33 <br /> NOTES: IDEAL PART#ABREVIATIONS: 278NC8X34BG 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"0.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 [THE INFORMATION CONTAINED IN THIS <br /> AVAILABLE. CHECKED DRAWING IS THE SOLE PROPERTY OF <br /> 7. (1)OR(2)3/4"DIAMETER X 4 1/2"LONG GALVANIZED HEAVY HEX BOLT IRS 4/16/2020 iDEz1L <br /> IDEAL MANUFACTURING,INC. ANY <br /> ASTM A325 AND(1)OR(2)3/4"GALVANIZED HEAVY HEX NUT ASTM IDEAL MANUFACTURING,INC. REPRODUCTION IN PART OR AS A <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 /> ICC-ES AC358 ACCEPTANCE CRITERIA FOR HELICAL FOUNDATION 800-7e9-4810 I WWWiDL GRP.com MANUFACTURING,INC.IS PROHIBITED. <br /> SYSTEMS AND DEVICES. NOT TO SCALE SIZE DWG NO REV SHEET 1 OF 1 <br /> ALL UNITS IN INCHES U.N.O. i B 278NC 0 <br /> 1 I 2 QP, 3 I 4 <br /> En <br /> 0 <br /> w <br /> 0 <br />
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