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12 of 30 <br /> i i PROJECT NO. SHEET NO. <br /> f.liA S221213-1XR S E> 1 <br /> ��� PROJECT 4504 Evergreen Way, Everett, WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY NJ DATE 8/27/23 <br /> (E) WOOD FRAMED ��- <br /> FLOOR SYSTEM, <br /> FIELD VERIFY \ , <br /> C <br /> 1a <br /> (E) CONC STEM WALL <br /> J` T/STEM WALL=4_ <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, a - T/FIN GRADE <br /> CONTRACTOR TO VERIFY <br /> VARIES <br /> ti <br /> _ C (E) FTG TO BE CUT FLUSH <br /> c9 o >- _1111=Iu1=1111_IIiI <br /> El l - 1- 11=ill=lnr WITH FACE OF STEM WALL <br /> = Q w IIII-1111 WITH A 12" MAX WIDTH FOR <br /> z 1 > 11= III=ii.. <br /> z o a IIi1=1111- INSTALLATION POCKET <br /> 11= li <br /> N ° n II <br /> n T/CONC FTG = <br /> 1-1I=IIII='III=IIII= III=IIII=',111_• it_ `' <br /> -I'II=IIII=IIII=IIII=IIII=IIII=111 FIELD VERIFY <br /> 1_ , _ <br /> -IIII_,111IIII 111 ' d 110:,—IIII_ <br /> —IIIIIIII-11' •d •d a =IIIIIIIIIII <br /> 1-IIII " 11= 111=IIII- <br /> 1= =IIII=1111El <br /> 11= 111=III' <br /> IIIIEHII=IIII_ IE-IIII=IIII <br /> - <br /> - = 171111E- 111 _111� " <br /> (E) CONTINUOUS -" = ="11=1111=n . <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 />