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12 of 26 <br /> A PROJECT NO. SHEET NO. <br /> irl S210728-5XR SSK-01 <br /> �iceO.% <br /> PROJECT 3324 TULALIP AVE,EVERETT, WA 98201 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 08/31/2021 <br /> (E)WOOD FRAMED j <br /> FLOOR SYSTEM, 1 <br /> FIELD VERIFY <br /> (E) CONC <br /> T/STEMSTEMWALL WALL=,Ii <br /> 1\ <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, .' e k T/FIN GRADE_� <br /> CONTRACTOR TO VERIFY I 0, 11_111i „II_1„ <br /> ° iii .11 IIII_ iiii VARIES <br /> illi_1111=IIIl_Illl <br /> = IY II- lil IIII III= (E) FTG TO BE CUT FLUSH <br /> 0 o >- • IIII=1111 IIII-1111 <br /> 16 IIill1111-'III=1 WITH FACE OF STEM WALL <br /> _ ° -IIII-IIIIIIII-11' = WITH A 12" MAX WIDTH FOR <br /> a il_iil=liii=IIII=ill <br /> z o =IIII=Ill=1111 ;HIE INSTALLATION POCKET <br /> . 11='III=11i1=' 11_HI <br /> 8 1 <br /> c., • ° EIIII=INI_II _IIII=. <br /> EN a 11= Ili Illi_ 111 IIII <br /> - =IIII i111=I111_i1 /CONC FTG = <br /> - 1 111 II( il! 11H - " - IIII II "I'""'"11=IIII IIII_1111 1111=IIII 111'; - ° - •° =IIII=IIII_ it FIELD VERIFY <br /> - —"" ,111:_1111_'111= ° : ., - o : a • 11 •111=IIII= - <br /> --1111=1i11=III - - =IIII-IIll=111 <br /> I_1III= IIII ° • • ° - - 1i_=111=IIII= <br /> IIII11ii-ill' • ° IIII=11lI1' <br /> —HIM, °- 11=11l-111' <br /> =IIII= 111=II_I1=IIII=IIII_ 5IIII-IIII- <br /> I,I 1111 14 111i11111='.111 IIIIlil- <br /> (E) CONTINUOUS - - =111=11 = <br /> I <br /> CONC FOOTING IDEAL HELICAL PILE&REPAIR <br /> BRACKET ASSEMBLY PER <br /> NOES: R&R FOUNDATION SPECIALIST <br /> CONTRACTOR 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 />