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PROJECT NO. SHEET NO. <br /> S210708-2XR SSK-01 <br /> PROJECT 10304 1st Dr SE, Everett, WA, 98208 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY NJ DATE 8/15/21 <br /> (E)WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> (E) CONC STEM WALL <br /> T/STEM WALL= <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, . • <br /> • / T/FIN GRADE_s <br /> CONTRACTOR TO VERIFY • ° -in1—IIII—uII—Ili VARIES <br /> IIII=IIII=IIII=IIII= <br /> E ° • a • 11=1�11=IIII=1�11= (E) FTG TO BE CUT FLUSH <br /> 0 o IIII=IIII=IIII=IIII <br /> 11=IIII-n11=IIII=1. WITH FACE OF STEM WALL <br /> _ IliI-IIII--lin=11 = WITH A 12°MAX WIDTH FOR <br /> ° • a II !III=IIII=IIII 111 <br /> z o IIII=IIII=IIII IIII= INSTALLATION POCKET <br /> • • 11=IIII=IIII= If=III <br /> OU • ° IIII=IIII=1 =IIII= <br /> CAI ° a •. II_11111111_1111=IIII <br /> ur=-IIII nn=lul=1. T/CONC FTG= <br /> Tl!I 1111 IIll-1111—T1-=IIII—III_- • • n • • , 11=uu=1���= <br /> "II=IIII=IIII=IIII=IIII=IIII=III • ° •• ° =IIII=IIII=111 FIELD VERIFY <br /> -- =IIII_IIII=IIII=IIII-•. a II.IIII.IIII. <br /> —IIII—IIII—III =IIII—IIII—III <br /> •1=IIII=IIII=• II=!III=IIII= <br /> IIII=IIII=III =IIII=1111ft <br /> IIII=�IIIIIII° _ 11_1111=111' <br /> "=IIII= 11=IIII=IIII=IIII_ =-IIII=-IIII=IIII= <br /> 1=IIII=IIII=IIII=IIII . IIII=IIII-""= <br /> (E)CONTINUOUS —""=IIII=11,1_IIII=11,' =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 ti <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING <br /> SYSTEM BY OTHERS.PRIME AND PAINT PER MFR OR GALVANIZATION <br /> PER ASTM 1531A123. <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 />