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13 of 29 <br /> PROJECT NO. SHEET NO. <br /> VA - <br /> goo"' S211026 4XR SSK-02 <br /> 5117 27TH AVE W , EVERETT, WA 98203 <br /> , 4ii* PROJECT <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY' <br /> ENGINEERING&DESIGN BY FY DATE 05/10/2022 <br /> (E)WOOD FRAMED ......—Ne_— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> X <br /> • <br /> I (E) CONC STEM WALL <br /> 'r <br /> T/STEM WALL =k_ <br /> °1 a FIELD VERIFY <br /> 8" MIN THICKNESS, a .I TIFIN GRADE _ <br /> CONTRACTOR TO VERIFY °4• ° Jill=1111=1111 VARIES 0 <br /> a •III= III_lil1=IIII'= <br /> •L, I . • =1111=II(1=IIII=1111: <br /> I -"4—�—rr,iiu <br /> a • III .111=_1111=_ III_ <br /> • E 1111=_1111=1111=III, <br /> jj 0 i • III= III=1111EI111=1 <br /> w U <br /> _ Q ° E1111E_1111=1111=1111 <br /> El III= 111=1111=;III=III <br /> >O • ° I . -_1111—_ —11111111-1111— <br /> zi— III= 111=1111= 11111 <br /> N 0U I— - ° =1111=1111=1111=1111= <br /> N °i 4 •,111:=illl_II11= Ill=III. <br /> . =1111=1111=1�11=1111=i <br /> T/CONC FTG = <br /> k= in=iull=,ui_iiil- Iii�=nu�=Iil=• • • - - ' •'111- 11=n1'_ FIELD VERIFY <br /> —11i_i�il-liu=iili=iil=iil=ii . . ° . =11 =I111=III <br /> - 111=1111=;111=1111=,111-• ° • a . a • III= 1111= WEDGE ANCHORS <br /> _1�11=iiii=111 ; . E1�11=1�1�11=11=1T PER STABIL LOC <br /> 1=1111=:111= ° • • III = — <br /> ' Ills=iiii-fll - ° =Iiii=1111=' REQUIREMENTS <br /> _Ilil_`.lil ,.,,_,111= 111_II1' <br /> '11=till— III=1111= 11=III(=IIII=1111 <br /> /.huu =1011(E) CONTINUOUS =1, llil nn=1"' <br /> CONC FOOTING \ / <br /> NOTES: ` STABIL-LOC CONCENTRIC PIER <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION ASSEMBLY PER R&R FOUNDATION <br /> DIMENSIONS PRIOR TO INSTALLATION. ENGINEER-OF-RECORD TO BE SPECIALIST TO CONFORM TO ESR-4121 <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 J <br /> SYSTEM BY OTHERS. PRIME AND PAINT PER MFR OR GALVANIZATION <br /> PER ASTM 153/A123. III._ <br /> 3, AT CUT INSTALLATION POCKET ALL EXPOSED STEEL cc w!w <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT I� <br /> CORROSION. I <br /> 1.120 ENGINEERING&DESIGN <br />