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0 12 of 40 <br /> PROJECT NO. SHEET NO. <br /> S200803-3 SSK-01 <br /> PROJECT 2126 Rucker Ave, Everett, WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° -„- 11/16/2020 <br /> ENGINEERING&DESIGN BY DATE <br /> (E) WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> (E) CONC STEM WALL <br /> T/STEM WALL =k <br /> ° I FIELD VERIFY <br /> 8" MIN THICKNESS, i T/FIN GRADE _� <br /> V <br /> CONTRACTOR TO VERIFY . ° 1111Eini=�1ir=iu VARIES <br /> •11E1III=IIII=-IIII=. <br /> - IIII=IIII=IIII_ <br /> CONTINUOUS CHANNEL <br /> o &ANCHORAGE WHERE d ° II=lul=u11=1u1= (E) FTG TO BE CUT FLUSH <br /> • IIIIE1111=_ IIII WITH FACE OF STEM WALL <br /> �- REQ'D PER PLAN • IIEun=1111= - <br /> = Q w _ - -1— <br /> _11=1u1E1- 1. _= WITH A 12" MAX WIDTH FOR <br /> z O CHANNEL • II-=IIII=IIII=1i1 111 <br /> _ , __ ° =11i1=11i1Eun !HIE INSTALLATION POCKET <br /> • I1EIIIIE1111=- IIEIII <br /> w 8 1-- 6° MAX • ,EI111-III1E -1 IIII- <br /> 11=IIII=III IIII-IIII <br /> • • • NE1111 . 1111EIIII=11 T/CONC FTG = k <br /> -nn-nrr=Tl=Tif:TTI L- IT • •-III. =nn 1Enn- FIELD VERIFY <br /> -"II=IIII=1111_I111-IIII-IIII-111 •• ° •• ° 'I IIII-IIII=III <br /> 1-IIII=IIII=IIII=IIII •. ° ° 11-IIII=IIII <br /> '—IIII=IIII—III a •° ( 1111E1111=III <br /> •I E1111=11114• 11=IIII—IIII= <br /> IIIIE-1111=111 •• ° •. ° 1 IIII=IIII=1 <br /> IIII=IIII 'IIII`1,11_,1 _ IIEIIII=III' <br /> =IIII— 11=IIII=IIII=IIII=- ��' =IIII=_IIII=IIII= <br /> IEIIII=IIII=IIII= I \— III-IIII - <br /> (E) CONTINUOUS - 1'1=1111=i', IDEAL HELICAL PILE & REPAIR <br /> CONC FOOTING 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 <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A r <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT �— <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING <br /> SYSTEM BY OTHERS. GALVANIZATION PER.ASTM 153/A123 IS <br /> RECOMMENDED. <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 />