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10 of 23 <br /> A ' PROJECT NO. SHEET NO. <br /> �� S220112-3XR SSK-01 <br /> il-- PROJECT 5008 23rd Ave W Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 04/13/2022 <br /> (E)WOOD FRAMED -J\,_____ <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> M (E) CONC STEM WALL <br /> } T/STEM WALL =• <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, ,i,` Jr, T/FIN GRADE _,k <br /> CONTRACTOR TO VERIFY Iln—I1ii= VARIES <br /> ti <br /> _ -- - (E) FTG TO BE CUT FLUSH <br /> U o 1111E-1H1=1 II_III <br /> ,1-. i11= WITH FACE OF STEM WALL <br /> = Q w llll=� WITH A 12" MAX WIDTH FOR <br /> z a .i1_1111-_iul <br /> Z. o a [=n11=nu INSTALLATION POCKET <br /> o E- ill= III=1111= 11=I, <br /> .E ' ' ±-1111=1''' =11I1= <br /> U <br /> CAI ° , .11E III- ill-1,. <br /> 4 T/CONC FTG = <br /> -'111=1111= 111=IIII=J11=1111= in... • `11111 <br /> -,III_un=nu=1111=1111=ull=ul - ° ° 'I FIELD VERIFY <br /> _IIII_IIII-1�1 <br /> '-nn=!111=1111E1111=. 11= 111=1111= <br /> '=I111=1111=III . I =11ii—E-M 1=III <br /> _Illl= HIE. ° 11= 111=1111= <br /> 1111E1111=III ° III -Elm=1 <br /> 111III' <br /> 11=_II11= v 11==� i=1I11=till- <br /> _„iiE— III=1111= Hi =I111' <br /> (E) CONTINUOUS ""=1111=1111-'I`— -- IDEAL HELICAL PILE&REPAIR <br /> I <br /> CONC FOOTING BRACKET ASSEMBLY PER <br /> NOTES: R&R FOUNDATION SPECIALIST <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION TO CONFORM TO ESR-3750 <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 2 ]/$"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 153/A123. <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 /> L120 ENGINEERING&DESIGN <br />