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10 of 21 <br /> PROJECT NO. SHEET NO. <br /> ®/4.....6 S220906-1XR SSK-01 <br /> 41411i <br /> $ PROJECT 4332 Colby Ave, Everett, WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY NJ DATE 11/13/22 <br /> (E) WOOD FRAMED -..„,,,_— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> I'x <br /> (E) CONC STEM WALL <br /> _ T/STEM WALL= <br /> - FIELD VERIFY <br /> 8" MIN THICKNESS, / . . / T/FIN GRADE - i, <br /> CONTRACTOR TO VERIFY ull=i1H—I111—ui VARIES <br /> • II= 111=1111=1111 <br /> • . =1111=1111=mi—=i11L <br /> i cL , • 111E- ui_hI;= HE (E) FTG TO BE CUT FLUSH <br /> 0 o =1111=1111_11�1--I1 <br /> II- ii iiii WITH FACE OF STEM WALL <br /> z < w 1111E1111-11' WITH A 12" MAX WIDTH FOR <br /> • • IIE IIItim= II <br /> 1- o EimEli1111i'- INSTALLATION POCKET <br /> - 0 I— • • II=II=III-; <br /> N U •• IIII=1111_II' --'111- <br /> N, " , • i1- !1111,, <br /> n T/CONC FTG = <br /> - III=1111='III=IIII—= 111=I111-1111=• • ' 1I -- 9F <br /> —„IlE _ _ _ e FIELD VERIFY <br /> 1111=1111=1111=IIII=1111=III � I =llli=llil=ill <br /> "'1—""= 111=1111 '111=• " , , 11= 111=1111= <br /> '•IIII-1111-III ! <br /> 7-31". <br /> 71:1111 —1-1 <br /> 11s <br /> Il <br /> l <br /> '-_I111-E 111=• • , I1= 11I=1111= <br /> 1111_1111=111 • ° =1111=111111' <br /> -1111— III-- „ " — -fill=_III' <br /> 1=11!1= 11E1111E1111E1111_\ -_1111-1111=1!I'- <br /> 1111- 111Ei111111111 IIIII 111=1111= " <br /> (E) CONTINUOUS — — _ — <br /> CONC FOOTING ' IDEAL HELICAL PILE & REPAIR <br /> 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 <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 ti 1 <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING <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 <br /> CORROSION. <br /> L120 ENGINEERING&DESIGN <br />