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LONGITUDE <br />ONE TWENTYO <br />ENGINEERING & DESIGN <br />O LL_ <br />=Q� <br />Z�w <br />z O <br />O F— <br />N U <br />N <br />PROJECT <br />11 of 32 <br />PROJECT NO. SHEET NO. <br />S220802-1 XR SSK-02 <br />4230 Grand Ave, Everett, WA 98203 <br />SUBJECT Foundation Stabilization/Jacki <br />BY Nv1 <br />(E) WOOD FRAMED <br />FLOOR SYSTEM, <br />FIELD VERIFYA -------- <br />8" MIN THICKNESS, <br />CONTRACTOR TO VERIFY <br />—"i1=1111=1111=1111=1111=IIII=11 <br />III=1111_ III= <br />' =1111=IIII=11 <br />I—_1111= III- <br />IIII_IIII=11'I ' <br />—1111 � 1 <br />(E) CONTINUOUS <br />CONIC FOOTING <br />I <br />DATE <br />9/13/22 <br />(E) CONIC STEM WALL <br />T/STEM_WALL zm , <br />FIELD VERIFY Y <br />T/FIN GRADE = <br />_ VARIES <br />(E) FTG TO BE CUT FLUSH <br />—1111=1111=IIII=1ii <br />111= lil=lln= WITH FACE OF STEM WALL <br />WITH A 12" MAX WIDTH FOR <br />'Ill='III=III' <br />�liil=ull= INSTALLATION POCKET <br />° III=''III=Ili <br />T/CONC FTG = h <br />NOTES: <br />1, CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION <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 />FIELD VERIFY <br />IDEAL HELICAL PILE & REPAIR <br />BRACKET ASSEMBLY PER <br />R&R FOUNDATION SPECIALIST <br />TO CONFORM TO ESR-3750 <br />L120 ENGINEERING & DESIGN <br />