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LONGITUDE <br />ONE TWENTYO <br />ENGINEERING & DESIGN <br />10 of 32 <br />PROJECT NO. NO. <br />S220802-1 XR SSK-01 <br />PROJECT 4230 Grand Ave, Everett, WA 98203 <br />SUBJECT Foundation Stabilization/Jacking <br />BY NJ DATE 8/5/22 <br />(E) WOOD FRAMED <br />FLOOR SYSTEM, <br />FIELD VERIFY <br />I <br />8" MIN THICKNESS, 4 <br />CONTRACTOR TO VERIFY <br />(E) CONIC STEM WALL <br />T/STEM WALL = <br />FIELD VERIFY <br />T/FIN GRADE _ <br />VARIES <br />CONTINUOUS CHANNEL <br />_ & ANCHORAGE WHERE (E) FTG TO BE CUT FLUSH <br />O O } IIII=IIII=IIII=III, <br />u E REQ'D PER PLAN n=iu=l�r WITH FACE OF STEM WALL <br />LU <br />Q w un=llil= WITH A 12" MAX WIDTH FOR <br />z o C CHANNEL <br />�Inl=r - INSTALLATION POCKET <br />o � <br />ill= W <br />6" MAX <br />I -" 11=IIII=IIII=IIII-IIII-iI��=il <br />IIII=IIII=11 <br />IIII= lu= <br />IIII=11 <br />e e <br />v <br />'.III-IIII=IIII_ <br />11= III=IIII- III: <br />(E) CONTINUOUS <br />CONC FOOTING <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 />IIII, <br />n T/CONC FTG = �, <br />FIELD VERIFY <br />IDEAL HELICAL PILE & REPAIR <br />BRACKET ASSEMBLY PER <br />R&R FOUNDATION SPECIALIST <br />TO CONFORM TO ESR-3750 <br />2-7/8" SHAFT W/10" DAM <br />DOUBLE HELIX W/ 3 PITCH <br />L120 ENGINEERING & DESIGN <br />