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• <br /> 9 of 19 <br /> A PROJECT NO. SHEET NO. <br /> �� <br /> �� PROJECT S210319-9XR SSK-02 <br /> �� 2521 Monroe Ave, Everett WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 4/30/2021 <br /> (E)WOOD FRAMED _.-\„_____ <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> (E)CONC STEM WALL <br /> \ __ T/STEM WALL=k <br /> • = FIELD VERIFY <br /> 8" MIN THICKNESS, . I. <br /> I. / T/FIN GRADE =)* <br /> CONTRACTOR TO VERIFY I. ° -1111E1nl—nn—ni 11 VARIES <br /> • •• =1111 1111=11�1 <br /> I IIIiIIII-IIil=1111= <br /> 1-' ° I '.III=1111E_1111=1111= <br /> 0 0 >- ° E1111=1111E1111=1111 <br /> 'I • IIE1111-1111E1111=_I. <br /> = U I• ° =I11I=_1111= =111 11111= <br /> z > ° e 11=1111E1111=i111=Ill <br /> • z O - I. 1111=1111=1111E1111= <br /> o O I— <br /> 11=1111=1111=1111=_III <br /> � U v �•°° 1111=1111=I11t=1111= <br /> '. 11=1111E-AI=Inl=1111 <br /> I _lin_IinElin-lilt_11 T/CONC FTG= k 1TIl__1111_IIII—l111-1111_IIII_II11E- • II=IIII_1111= <br /> -i1j1=1111=1111=1111E1111I111=III ° e • ° • ° -I111=1111III FIELD VERIFY <br /> - =""_1111-1111E1111-. ° • e • ° I e e 11-111171111E <br /> '=1i11E.1i11=1i1 ' =1ultin=1�1 WEDGE ANCHORS <br /> 1-1u1=nilE• ° ' • ° ° • - • �1=1i11=nn- PER STABIL-LOC <br /> II11tillIII • ° •• ° — Mfi�l- <br /> _Inl_ In °;„ ' ;,,,_, 11_1n1=n11 REQUIREMENTS <br /> "I 71111E IIIEfif- 11=1111EIIIIElIII <br /> 11=IIII=111 , -Hi 1- -1111=1111=""— <br /> (E)CONTINUOUS -""_"" =11 Hu III <br /> CONC FOOTING I <br /> NOTES: <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION L' 1 STABIL-LOC CONCENTRIC PIER <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 1 ASSEMBLY PER R&R FOUNDATION <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. i SPECIALIST TO CONFORM TO ESR-4121 <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT '-T- <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING I <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 11 _ <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT Le w'w <br /> CORROSION. a ICO <br /> ,el <br /> L120 ENGINEERING&DESIGN <br /> 13)23 <br />