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(E)WOOD FRAMED '
<br /> FLOOR SYSTEM, .
<br /> FIELD VERIFY
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<br /> (E)CONC STEM WALL TRUFORCE UNDERPINNING BRACKET FOR 2 7/8"PILE SHAFT ��_,,,, 2 718 O.D.X 0.203"W.T.HELICAL LEADS&EXTENSIONS
<br /> T/STEM WALL= _ "_•
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<br /> ICC-ES AC358-REPORT#ESR-3750
<br /> FIELD VERIFY —1. �
<br /> 8"MIN THICKNESS, �- , TIFIN GRADE= x ��� �„ I I i 114 i j`e
<br /> CONTRACTOR TO VERIFY VARIES b
<br /> _f (E)FTG TO BE CUT FLUSH I( 10 1 ftl i
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<br /> -o LL WITH FACE OF STEM WALL II^ {� 'I r" 1 rp
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<br /> NOTES: j R&R FOUNDATION SPECIALIST _ Groupgs
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<br /> °1`w. .a.dm.SYSTEMS AM •m.0.14..�`ies`:w m3 5,•cm...a wrzuA FOR MI..
<br /> 1.CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION TO CONFORM TO ESR-3750 �"�"" ..,.�.•.�,,... I:1"tl » R I *'a' ..,7Arj".R :I"'" 3112113 j r swersori
<br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE �
<br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. 2-7i8"SHAFT VW10"DIAM
<br /> 2.ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION DOUBLE HELIX WI 3 PITCH 0`
<br /> RESISTANT SYSTEM.THIS INCLUDES ALL FINAL CUT ENDS AND DRILLED
<br /> HOLES.CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME AND ---
<br /> PAINT PER MFR OR GALVANIZATION PER ASTM 1531A123.
<br /> 3.AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT
<br /> SHALL BE RFAI FD OR COATED TO PREVENT CORROSION.
<br /> 4.REFER TO GENERAL NOTES FOR GEOTECHNICAL PILE EMBEDMENT
<br /> REQUIREMENTS.NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE
<br /> APPLICATION OF THE REFUSAL CRITERIA
<br /> 5.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS
<br /> 1 HELICAL PILE INSTALLATION DETAIL 2 HELICAL PILE INSTALLATION DETAIL 3 HELICAL PILE INSTALLATION DETAIL
<br /> 2418 74TH ST
<br /> EVERETT
<br /> WA 98203
<br /> S221006-2XR
<br /> JT
<br /> MRT
<br /> 11/19/2022
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