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10 of 26 <br /> PROJECT NO. SHEET NO. <br /> 44 <br /> A- S210827-2XR SSK-01 <br /> �m�4 <br /> PROJECT 5420 GLENWOOD AVE, EVERETT WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 08/31/2021 <br /> (E)WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY — 1 <br /> \l ' <br /> , (E) CMU STEM WALL <br /> l\ ; <br /> f T/STEM WALL=k_ <br /> FIELD VERIFY <br /> 8" (NOMINAL) MIN THICKNESS, T/FIN GRADE-� <br /> CONTRACTOR TO VERIFY =IHI=m1,1111=111 VARIES <br /> HE_ III_IIII_'iii . <br /> =1111EIIII=HH—f- HL' <br /> - — — <br /> H JH IIII 111E <br /> 0 oo >- I111=IIII IIII=IIII <br /> �- LL 11_ 111 IIII 11=1 (E) FTG TO BE CUT FLUSH <br /> = c� I -IIII-IIII 'III=IIII- WITH FACE OF STEM WALL <br /> 11- 1u=Hu- H= 1 <br /> z o =IIII=IIII=HHEH 1= <br /> _ 1- 11=''IIIIIIII_. 1 _„ill! <br /> N U -1111E1111E1111_11HE <br /> N 11_ III IIII I11_II11 <br /> 11 =_IIII 111-1iilEll T/CONC FTG=1j ib- nl_nn= IHEIIH HIE-11n 111 . . � - • RI n �I11—LIE FIELD VERIFY <br /> =111l ii11=IIII IIIIIIII III! III =IIII=111 <br /> ="" III-=IIII 111 ' a • ` • II II I11 IIII= <br /> IIII-1111h :° 4"aMIN� 1111=1111_111 ANGLE IRON &ANCHORAGE <br /> 1=lni=air• . . • . Ii 11- __= WHERE REQ'D PER PLAN <br /> IIIL H11-HI • I III=IIii=i <br /> H ,,„,- _ �I 111_I11, <br /> ''=IIII=.111E111i-IIIInil I =IIII=1111_IIII= <br /> 1=IIII='111=1111='111 Ii1=1111- <br /> (E)CONTINUOUS ""_""=""=111-11 <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 - <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 />