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I- V <br /> Rev Revision note Date Signat Check <br /> NOTES: UNLESS OTHERWISE SPECIFIED No ure ed <br /> 1'-3 1/2" I fl 1 h <br /> 1; <br /> 3 1/2" O.D. SLEEVE f <br /> (FY=MIN. 65 KSI) • - <br /> 4----- <br /> .4J illi <br /> -4 I <br /> L..___c,.Am__ ��.._ � I . - --=TT <br /> "- Tillama <br /> [tIJgillilli <br /> / R R <br /> I i <br /> I 1Ii I i' <br /> FASTENING STRAP WITH I I <br /> 1" DIA. ALL THREADS = i i c <br /> AND NUTS 1 1 <br /> IiI <br /> i = Iu LI <br /> I 2 7/8" DIA. HELICAL PILE <br /> • N . I • 4107.78 I <br /> /2 3" 31/2 FRONT VIEW <br /> Nil WI <br /> 111 <br /> / 10" / 3 1/2" DIA. BRACKET SLEEVE IJ <br /> I <br /> ► TOP VIEW 3/8" BRACKET SEAT <br /> NOTES: I <br /> 1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC—ES AC t4* <br /> 228 M It <br /> 3. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN co <br /> QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING ' I - <br /> PROCESSES. J 1 I TYP. INSTALLATION r <br /> 4. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 I , I SCALE: 1"=1' <br /> OF THE AWS CODE D1.1. <br /> 5. THE CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY I <br /> INDMDUAL ELEMENTS, INCLUDING THE CAPACITY OF THE FOUNDATION, <br /> BRACKET, PIER SHAFT, HELICAL PLATE, AND BEARING STRATA, AS WELL co I <br /> AS THE STRENGTH OF THE FOUNDATION BRACKET CONNECTION AND THLs DRAWING AND TTS CONTENTS ARE <br /> THE QUALITY OF THE INSTALLATION OF THE PILE. YOUR ACHIEVABLE • CONFIDENTIAL AND THE EXCLUSNE PROPERTY <br /> CAPACITY COULD BE HIGHER OR LOWER THAN THOSE LISTED DEPENDING IN I OF RAM JACK SYSTEMS DISTRIBUTION, LLS. <br /> ON THE ABOVE FACTORS. NO PUBLICATION, DISTRIBUTION OR COPIES <br /> ESSED <br /> 6. RAM JACK ENGINEERING HANDBOOK FOR ALLOWABLE VALUES AND/OR WRITTEN COMADE NSENT RAM EJACK RSYSTEMS <br /> CONDITIONS OF USE CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT. SIDE VIEW DISTRIBUTION. LLC. ALL RIGHTS RESERVED <br /> UNDER COPYRIGHT LAWS. <br /> UNLESS OTHERWISE SPECIFED <br /> * DIMENSIONS ARE IN INCHESFEEN <br /> * TOLERANCES: ANGLE *i• Pie 4038 PILE BKT. NC SHEET 7 SCALE "_1• <br /> 3 PLACE DECIMALS ± .010 2 OF SZE A-SIZE TITLE BLOCK <br /> 41)4 is <br /> RA 2 PLACE DECIMALS ± .02 <br /> * REMOVE ALL BURRS AND SHARP EDGES DRAWN 10-2-08 CHARLES T. MARVIN <br /> * PARENTHETICAL INFO FOR REF ONLY <br /> HOLE TOLERANCES DRAW DARIN WILLIS <br /> 013 126 .251+.004 +.004 AVPR DARIN WILLIS <br /> .R —.001 .250TM _Am 800-.T 4038 HELICAL PILE BRACKET CAD ," <br /> 501 +Doe 751 +.o�0 1.001+.ot2 REV `two NO r <br /> THRU .00, ThRU , Tau-.�, 4038-02-071 ( <br /> .750 1.000 2.000 anMcr■ ''*, <br /> L_ • <br />