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0 13 of 24 <br /> A PROJECT NO. SHEET NO. <br /> /A% <br /> " S200831-1 SSK-02 <br /> ice` <br /> �1 4514 Seahurst Ave, Everett, WA 98203 <br /> PROJECT <br /> LONGITUDE SUBJECT Installation Detail - Stabil-Loc Concentric Pile <br /> ONE TWENTY ZT 11/20/2020 <br /> ENGINEERING&DESIGN BY DATE <br /> (E)WOOD FRAMED .....--\,____ <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> I <br /> IF (E)CONC STEM WALL <br /> i T/STEM WALL= <br /> f• - FIELD VERIFY <br /> 8" MIN THICKNESS, a I• <br /> T/FIN GRADE= <br /> CONTRACTOR TO VERIFY ° ° -nn=nil-nn-III VARIES <br /> - 11=IIII=1111=IIII=, <br /> a -IIII-IIII=IIII=IIII= <br /> 1_- 7 ' 7 _ i - IIIII <br /> I I==1= <br /> 0 O > I. <br /> • -IIII=IIII=IIII=IIII <br /> • • 11E1111EIIIIE1111= <br /> 1z w j• ° =IIII=IIII=IIII=IIII_° a • 11=IIII=IIII=IIII=II. <br /> I z <br /> O a - =1111=1111=IIII=IIII= <br /> • • 11=IIII=IIII=_IIII=III <br /> N OV I- !• ° =IIII=IIII=IIII=IIII= <br /> CAI ' i, •. 11=IIII=IIII=IIII=IIII <br /> • =lHIi=1111E1111=IIII=I1 T/CONC FTG= <br /> =III1_IIII_IIII_IIICIIII_IIII_II11=• -I - •II=IIII=IIII. cr <br /> —"11-IIII=IIII=IIII=IIII=IIII=III - ° �• ° • ° EIIII=I111=1I1 FIELD VERIFY <br /> --""_""=IIII=IIII=IIII ' . , a •.11=1111=1111= <br /> IIII=IIII=111 . - 1- • =nrEnn=lii WEDGE ANCHORS <br /> 1Enu=lul ° • - ° -1 - il=lilt=lilt= PER STABIL-LOC <br /> IIII=IIII=III •• ° • ° ° - - 1-1-1'lilt=IIII_- ' • ° j --,il=fill=nr REQUIREMENTS <br /> ''=IIII= 11E1111= 11=1111E1111=IIII= <br /> - I=IIII=III , -Hi- 1=1 -=IIII=IIII= "— <br /> (E)CONTINUOUS -""_""-' = I 1 1i11 111='" <br /> CONC FOOTING NI <br /> NOTES: <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION STABIL-LOC CONCENTRIC PIER <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 7 ASSEMBLY PER R&R FOUNDATION <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. —4.------- SPECIALIST TO CONFORM TO ESR-4121 <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A 1 <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT t <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING <br /> SYSTEM BY OTHERS.GALVANIZATION PER ASTM 153/A123 IS IJ <br /> RECOMMENDED. a <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL II 1� <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT w I� <br /> CORROSION. <br /> I <br /> L120 ENGINEERING&DESIGN <br />