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12 of 29 <br /> PROJECT NO. SHEET NO. <br /> S211026-4XR SSK-01 <br /> 1 I <br /> PROJECT 5117 27TH AVE W , EVERETT, WA 98203 <br /> LONGITUDE SUBJECT _ Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 05/10/2022 <br /> n <br /> (E) WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> i x <br /> (E) CONC STEM WALL <br /> T/STEM WALL =k <br /> ' • - FIELD VERIFY <br /> 8" MIN THICKNESS, . T/FIN GRADE_ <br /> CONTRACTOR TO VERIFY .• ° Inl—nu—IIII_II, VARIESIPT <br /> ' • a II= III=IIII= III_ <br /> . =11111111=1111=1111.- <br /> •_ CL 7 ° HE- =HIEHHE Hit (E) FTG TO BE CUT FLUSH <br /> ' • -lT1, <br /> w o ° • • H= lii-lilt-ill-1 WITH FACE OF STEM WALL <br /> = cc w • ° Eun=un=rill_11�- WITH A 12" MAX WIDTH FOR <br /> z ' a •.11= III=IIIIE•III-- <br /> z o ; . Iin=li11=11�1 liil- INSTALLATION POCKET <br /> - o I- • • I1= III=1111= HE!' <br /> N o •• ° II11=1III=11 GlI11= <br /> N . ' a • II= III=111 = 111=1111 <br /> E lti=IIII i l --IIII-' T/CONC FTG = <br /> •-, n1=nn= In=nT1=1hEThi=m_• • ° • • HE- lu=1u1- FIELD VERIFY <br /> —'III 11111111111111111111_11i . ° b. <br /> IIII=1111=III <br /> "1—"".— lll_1111= 111=. " • , • ' 2 • II= 111=1111E <br /> '=11111111=111 • `1111=1111=III <br /> 1111E 111E• • 11E— 111=1111= <br /> a=_Ima-III .. ° IIII=1111 <br /> =11II=III ' <br /> _ _..._nII-- III=— <br /> II I' <br /> ''_1!II— III-1111_111I-1111 =1III=IIII_IIII'_1 =I11=:I1 =11 = III 11E1 1= " <br /> (E) CONTINUOUS " —""—""=lill III .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 <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE TO CONFORM TO ESR-3750 <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 Iy <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 />