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i PROJECT NO. SHEET NO. <br /> �.•�' S221116-1XR SSK-01 <br /> 441* 1101 Grand View Dr, Everett, WA 98203 <br /> PROJECT <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&(DESIGN BY KJ DATE 12-9-22 <br /> (E) WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> t _ i (E) CONC STEM WALL <br /> , T/STEM WALL= <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, I ), T/FIN GRADE _,10 <br /> CONTRACTOR TO VERIFY K VARIES <br /> ti <br /> _ a il= ii (E) FTG TO BE CUT FLUSH <br /> 00 � a IIII-1111 <br /> 16 II III 111 WITH FACE OF STEM WALL <br /> = Q Fri •- ° =1111-1111 WITH A 12" MAX WIDTH FOR <br /> z z — HI <br /> " � <br /> a em -Iiii <br /> INSTALLATION POCKET <br /> O - - II- IIIO I111=1111 -I11 <br /> CV 0 . II_. ,1_ <br /> • n II T/CONC FTG = <br /> III=1111 I =1111— 111=1111= Hi -- � L - iii- FIELD VERIFY"II=1111=1111=11 =1 1=1111.III - - ° 1111-11 <br /> -" 111_1111_111 , • ' a I II_'IIII - <br /> 1111=1111 III - 111=1111= 11 <br /> - --- 11_ 111_111' <br /> 1111=111I= 1111=1i11=1111- <br /> I11- 111-1111 1111=" -- <br /> (E) CONTINUOUS = IIII_,,,, -- <br /> CONC FOOTING .J 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 153/A123. <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT <br /> CORROSION. <br />