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I12of24 <br /> A PROJECT NO. SHEET NO. <br /> Ni <br /> /woo'. S200831-1 SSK-01 <br /> Ailp 4514 Seahurst Ave, Everett, WA 98203 <br /> PROJECT <br /> LONGITUDE SUBJECT Installation Detail — Ideal Helical Pile <br /> ONE TWENTY° ZT 11/20/2020 <br /> ENGINEERING&DESIGN BY DATE <br /> (E)WOOD FRAMED —�— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> X. <br /> 11 <br /> (E)CONC STEM WALL <br /> T/STEM WALL=k_ <br /> . o : , FIELD VERIFY <br /> 8" MIN THICKNESS, /, • • T/FIN GRADE_e <br /> CONTRACTOR TO VERIFY .• -un=ln nn <br /> ' <br /> l= =in VARIES <br /> •.11=1111_1111_1111 <br /> Ildl_1111=IIII=1111_ <br /> i 11=1111E11dl=llll_ (E) FTG TO BE CUT FLUSH <br /> o p >— =1111E1111=1111=1111 <br /> I— E - . . 11E1111=1111E1111EI. WITH FACE OF STEM WALL <br /> = c� =1111EIII1=111d=11 = WITH A 12" MAX WIDTH FOR <br /> Z m > . ' , •. 11=1111=1111E1111 dil <br /> z o • - • �IL11=I111=1111 1111E- INSTALLATION POCKET <br /> • 11=1111=1111=' 11=111 <br /> N O ~ ° =dill=kill-1 -1111= <br /> cN •. 11=1111-1111 1111-1111 <br /> It=1111 1111=1111=11 T/GONG FTG= <br /> =1111=1111=i111=IIII=WIFE 1111=1IIIE• 11E1111E7-1111E FIELD VERIFY sr <br /> —"II=1111=1111=1111=1111=1111=III ° ° =1111_1111=111 <br /> --""_""=1111=1111=1111=. ° ° , II_1111=1111= <br /> '=1111E1111=_III - =1111E1111=III <br /> 1=I111=1111E- 11=1111=1111= <br /> 1111=1111=111 - ° =1111E1111=1' <br /> =11;1_1111 __ _rillllll-III' <br /> '1E1111= Ill-III1-_1111=1111_ -1111E11111111 <br /> 1=1111E1111E1111=1111 IIII-111d <br /> (E)CONTINUOUS - iiii ii11=i1 <br /> CONC FOOTING I IDEAL HELICAL PILE & REPAIR <br /> BRACKET ASSEMBLY PER <br /> NOTES: 1 — R&R FOUNDATION SPECIALIST <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE TO CONFORM TO ESR-3750 <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT J t_______ <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 /> Li2O ENGiNEPING&DEIGN <br />