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14 of 34 <br /> PROJECT NO. SHEET NO. <br /> S210203-1 XR SSK-02 <br /> PROJECT 2006 Oakes Ave, Everett, WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Stabil-Loc Concentric Pile <br /> ONE TWENTY ZT 5/10/2021 <br /> ENGINEERING&DESIGN BY DATE <br /> (E)WOOD FRAMED _Ay— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> 1 <br /> (E)CONC STEM WALL <br /> T/STEM WALL=� <br /> j, FIELD VERIFY <br /> 8" MIN THICKNESS, • / <br /> / 1. , T/FIN GRADE .-=le <br /> CONTRACTOR TO VERIFY 1. ° =inl_n_unn= =ui <br /> d • II=IIII=IIII=lilt=, VARIES <br /> . I• =IIII=IIII=IIII=IIII= <br /> F— ° 1 d =11IIII=_IIII=IIII= <br /> —IIII=IIII=IIII=_IIII <br /> Ed 0o- LI_ d -I • 11=IIII=IIII=IIII=1. <br /> = U 0.214 • ° =IIII=IIII=IIII=_IIII= <br /> Er! 11=_IIII=_ =IIII1111=111 <br /> Z O - ° -IIII-IIII-IIII-1111- <br /> Il-_1111-IIII-I111-111 <br /> `' OV 1— o •�•d° =_i111=IIII=IIII=IIII= <br /> • II=IIII=IIII=1itl=illl <br /> - 1i11E1i11=1i11EliuEI, T/CONC FTG= k <br /> =1m� nn_nll_nlf_Ilrl_Illl_Inl= d it=nn=nn= FIELD VERIFY <br /> —,n1=1111=1111=1111-11II=tll1=_III ° • ° • ° =IIII=IIII=_III <br /> =IIII_IIII-IIII-IIII-. ° d ° ' ° d •. II=IIII=IIII- <br /> 'EIulElnlEul - . =uiI=lillEI�I WEDGE ANCHORS <br /> 'I=_lin=lnl ° • • -, • d - • ilEl�ll=1i11- PER STABIL-LOC <br /> Iill—IIII=III - ° • ° _ <br /> nn ° <br /> • _ =liv.,- ° ;„ -I o 14—'�:„-,u=ln1=111' REQUIREMENTS <br /> ''=IIII= 111=IIII= 1 I 11=IIII=IIII=IIII= <br /> 11=IIII=III - -III- 1=1 -=IIII=IIII-""_. <br /> (E) CONTINUOUS ""_""_' =11 nll 111-' <br /> CONC FOOTING 1 <br /> NOTES: N I V <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION LH STABIL-LOC CONCENTRIC PIER <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE Th' ASSEMBLY PER R&R FOUNDATION <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. SPECIALIST TO CONFORM TO ESR-4121 <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT ---, <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING 1 <br /> SYSTEM BY OTHERS.PRIME AND PAINT PER MFR OR GALVANIZATION ,_, <br /> PER ASTM 153/A123. IQ <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL ii <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT w`w <br /> CORROSION. °-I`n <br /> 'EPIC <br /> L120 ENGINEERING&DESIGN <br />