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• 10 of 23 <br /> PROJECT NO. SHEET NO. <br /> S201001-1XR SSK-01 <br /> PROJECT 518 51ST ST SW, EVERETT, WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 12/29/2020 <br /> (E)WOOD FRAMED —�— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> (E)CONC STEM WALL <br /> J T/STEM WALL= <br /> : FIELD VERIFY sr <br /> 8" MIN THICKNESS, /a •• / T/FIN GRADE_, <br /> CONTRACTOR TO VERIFY • ° =nii= ii=nn=ln VARIES <br /> ° a II=I111=II11_1111_, <br /> • lllif1111=miff-i111_= a I1EI111E1111E1111= (E) FTG TO BE CUT FLUSH <br /> • 1111E1111=1111=1111 <br /> c� oC) IL a . . - 11E1111E1111E-1111-1. WITH FACE OF STEM WALL <br /> = o I111EIlllEullEu= WITH A 12" MAX WIDTH FOR <br /> Z • ` • a • tiEI111EIIIIE1111 lil <br /> -- z o ullEullElln IIn= INSTALLATION POCKET <br /> • • IIE1111=_1111=_nEIII <br /> N ~ - ° 1111=1111=11 =1111= <br /> CAI ° a •. 11f1111_IIII IIIIEI111 <br /> IfiE1111 1111=1IIIf11 T/GONG FTG= da <br /> rrr_�rIrr_IHI_IIT=f(ll_llll_1111—f . • a • • illII= II=11u=111 = <br /> FIELD VERIFY— ll=1111=1111=1111=1111=1111=111 • ° • ° E11=1 1E111 <br /> _ , --_l=Iii =ll ° • a • ° a • n=1lil=u= <br /> 'EIIEI IEIII • . . =1111Ei1111=III <br /> iii ti a • • a • • i1-Illfull=Ini-1111f111 • ° 1111f1111=1' <br /> =1111=1111-- =,,, —_.11=1111_1111 <br /> I-I111=1I f''=1111= iiEI1EIIIIEIII \ =1111=II11-1111- <br /> I=11I1=1I1 u11=1111 1111_u <br /> (E)CONTINUOUS <br /> CONC FOOTING IDEAL HELICAL PILE&REPAIR <br /> BRACKET ASSEMBLY PER <br /> NOTES: 1 — 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 <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <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 ti <br /> SYSTEM BY OTHERS.PRIME AND PAINT PER MFR OR GALVANIZATION <br /> PER ASTM 153/A123. <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT i;ETY OF EVERETT <br /> CORROSION. �.S t�R :1 <br /> r EV I ED FO >� Y. <br /> L120 ENGINEERING&DESIGN <br />