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10 of 23 <br /> PROJECT NO. SHEET NO. <br /> S210803-2XR SSK-01 <br /> PROJECT 5811 Beverly Lane, Everett, WA, 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° NJ 8/15/21 <br /> ENGINEERING&DESIGN BY DATE <br /> (E)WOOD FRAMED .........sv_— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> >c <br /> 1 <br /> (E)CONC STEM WALL <br /> T/STEM WALL=k_ <br /> \ . _ FIELD VERIFY <br /> 8" MIN THICKNESS, /a • / T/FIN GRADE = <br /> CONTRACTOR TO VERIFY .• ° -mi_nli_lilr=m VARIES <br /> '. 11=1111=1111Elul_, <br /> • 1111-1111-1111-1111= <br /> 11=llu=un1111_ (E)FTG TO BE CUT FLUSH <br /> • 1111=1111=1�11=111i <br /> III 0 o15 ° • • I1-11�1-11i1-Jill=1. WITH FACE OF STEM WALL <br /> = c� ° 1111=1111=I111-11= WITH A 12" MAX WIDTH FOR <br /> z i > ° • 11=1111=I111-1111 III <br /> -- 12o • nu=lilt=lilt 1111E INSTALLATION POCKET <br /> I1=iII1=1111= 11=III <br /> G 8I ' • ° 1111-1111=11 =1111= <br /> N ° • e •. IIE1111=III _ 111=1111 <br /> Ir=1111 IIIIEIIIIEI1 T/CONC FTG= k <br /> -111C1111_Inl_1111_1111=1T_T1Tf i II I =lIlln= FIELD VERIFY <br /> -"11=1111=1111E1111E1111=-1111=111 ° •• 1111-1111=III <br /> ""=""_1111_1111=1111t. II_1111_1111_ <br /> 1u1=1111=III 1111=1111=III <br /> 'I-1111E!111=• a . • ' ' • I1-1111=1111= <br /> 1111E1111_I11 .• ° • ° -1111E1.111-1' <br /> \ -1111=1111 ��n_n11=1111=III' <br /> '''=1111- 11=_1111=_1111=1111_ 1 EIIII -IIII1111- <br /> 1-1111E1111E1111=1111 lu -11 111=7- -- <br /> (E)CONTINUOUS ""=IIIIEII �= <br /> CONC FOOTING IDEAL HELICAL PILE& REPAIR <br /> BRACKET ASSEMBLY PER <br /> R&R FOUNDATION SPECIALIST <br /> NOTES: TO CONFORM TO ESR-3750 <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 A1( <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 /> L120 ENGINEERING&DESIGN <br />