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12 of 23 • <br /> A PROJECT NO. SHEET NO. <br /> ik <br /> .....•••" S240102-1XR SSK-01 <br /> ��* PROJECT 7423 Lower Ridge Rd, Everett, WA <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY PAM DATE 03/05/24 <br /> (E)WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY 1 , <br /> 1 I, <br /> � <br /> rl,i (E)CONC STEM WALL <br /> — --__ <br /> ..-!-:• <br /> T/STEM WALL= <br /> -' FIELD VERIFY <br /> 8"MIN THICKNESS, a <br /> CONTRACTOR TO VERIFY / ° T/FIN GRADE_� <br /> -I,II- VARIES <br /> !III=IIII-IIII=IIII_ <br /> CONTINUOUS CHANNEL = - - <br /> ~ - 11' -'' 'III- III= E FTG TO BE CUT FLUSH <br /> _ &ANCHORAGE WHERE - ( ) <br /> r li-'III I111 EII(. <br /> w o REQ'D PER PLAN \ ° • • I lii IIII 'Ill-, WITH FACE OF STEM WALL <br /> _ .. ° 1111_llu IIII-1 WITH A 12"MAX WIDTH FOR <br /> Z w '° ° • Ill='!11=!III'ill ICI <br /> z o CHANNEL4 -!ul=uu=IIII uu= INSTALLATION POCKET <br /> r--- • • 'I[_,I11E1111_, II_I) <br /> NU 6"MAX -IIII=11!I=1 =IIII= <br /> - ''.-1111 IIII=IIII 1. T/CONC FTG= <br /> -Ii I) ill ills= FIELD VERIFY <br /> nib-Iiii 1111=1111 1111_Iill_li • ° ° 1 Ilii-IIII 111 <br /> ,,,-'•" _'ll!_I111_ 111 ' ° ' • ° IIIall=IIII= <br /> ill!-IIII=11 - . • IIII-III!=11 <br /> II11-'IIIE HIE':111-IIII= <br /> 1111EIIII=11 . ° ° IIII-IIII_! <br /> _;lilt iilt- ° _ 111 '111=ii1 <br /> -IIII- III=IIII=III!=_IIII— —_I!IIE_1111=IIII- <br /> II-IIII-,1i1=111!=l111 Ili-III!=" <br /> (E) CONTINUOUS -""-""-"II-!111-II ' <br /> 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 TO CONFORM TO ESR-3750 <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 2-7/8"SHAFT W/10"DIAM <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. DOUBLE HELIX W/3" PITCH <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 /> L120 ENGINEERING&DESIGN <br />