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10304 1ST DR SE 2023-07-28
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10304 1ST DR SE 2023-07-28
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Last modified
7/28/2023 2:08:18 PM
Creation date
7/28/2023 1:54:59 PM
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Address Document
Street Name
1ST DR SE
Street Number
10304
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1 I 2 ' 3 I 4 <br /> NEW CONSTRUCTION CAPS FOR 2 7/8" O.D. PILE SHAFTS <br /> A l' LW] I m A <br /> 0116 [W] • <br /> [W] m <br /> 88 4 2 4 t (TYP) f i {[,� f <br /> ! a I <br /> 1 1 I� i I-f- Ii <br /> 4 2I ,; <br /> 0 10 4 ' <br /> SINGLE BOLT-ON CAP GRAVITY CAP CD <br /> (EX.278NC(W)X[T]SBG) (EX.278NC[W]X[l]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 <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 /> B 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 1111 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 LRS 4/16/2020 • iDEAL 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 W <br /> RIREN <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 800-7894810 I WWW.IDL-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. B 278NC 0 <br /> 1 I 2 T 3 I 4 <br /> coco <br /> co <br /> w <br /> o_ <br /> N <br /> CO <br />
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