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<br /> FLOOR SYSTEM,
<br /> FIELD VERIFY ,
<br /> I' (E)CONC STEM WALL TRUFORCE UNDERPINNING BRACKET FOR 2 7/8"PILE SHAFT ;;,;,'w;,'w`�,a„° ;o„ „ro 7/8"O.O.X 0.203"W.T.HELICAL LEADS&EXTENSIONS
<br /> ICC-ES AC358-REPORT k ESR-3750
<br /> TISTEM WALL= 0,6
<br /> FIELD VERIFY = =m a 1 r
<br /> B"MIN THICKNESS, _TIFIN GRADE
<br /> CONTRACTOR TO VERIFY - -• n n
<br /> VARIES I I I i I
<br /> ^✓ (E)FTG TO BE CUT FLUSH r" n I I 1 I "
<br /> '� WITH FACE OF STEM WALL
<br /> WITH A 12 { ( { W
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<br /> (E)CONTINUOUS IDEAL HELICAL PILE&REPAIR ""w""°" ` '�"w„" ' w„,,.,,.,,,,,.,,,�„m,,,,, " EAL
<br /> GOING FOOTING BRACKETASSEMBLYPER „„,,,". n, , o "., ,. ..„w
<br /> NOTES R&R FOUNDATION SPECIALIST .ate.'„"°' n"mow:a' n�a` 0 Group n _t;
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<br /> I CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION TO CONFORM TO ESR-3750 ""'o.*a.,ay.n.a.�w,uu °..".
<br /> DIMENSIONS PRIOR TO INSTALLATION ENGINEER-OF-RECORD TO BE 2-7/8"SHAFT W/10"DIAM
<br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET.
<br /> 2 ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION DOUBLE HELIX W/3 PITCH
<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 1531A 123.
<br /> 3 AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT
<br /> SHALL BE SEALED 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 /> HELICAL PILE INSTALLATION DETAIL 2 HELICAL PILE INSTALLATION DETAIL 3 HELICAL PILE INSTALLATION DETAIL
<br /> 1711 ENGLAND AVE
<br /> EVERETT
<br /> WA 98203
<br /> S231120-2XR
<br /> JT
<br /> M RT
<br /> 12/19/2023
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