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0 <br /> PROJECT NO. SHEET NO. <br /> pair <br /> S201123-4XR SSK-01 <br /> 1� <br /> 41 �� 1011 Temple Dr, Everett, WA 98201 <br /> PROJECT p <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY ZT 1/18/2021 <br /> ENGINEERING&DESIGN BY DATE <br /> (E)WOOD FRAMED ..—...„,— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> -->C <br /> 1 <br /> Nti (E)CONC STEM WALL <br /> T/STEM WALL=k_ <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, a • <br /> . / T/FIN GRADE_* <br /> CONTRACTOR TO VERIFY mr_ini=111i_iii VARIES <br /> ° II_11n=IIII_IIII <br /> • =1111=1111=IIII_1111= <br /> a •' il=i�1�=1�11=��11= (E) FTG TO BE CUT FLUSH <br /> • 1111=1111=1111-111i <br /> oo ` - - i1-11i1=till=iIll=1 WITH FACE OF STEM WALL <br /> = c, • 1111=1111-IIII-11 = WITH A 12" MAX WIDTH FOR <br /> z j ' - 11=1111E1111=1111 -111 <br /> o • =nn=1111-ii11 nll= INSTALLATION POCKET <br /> - <br /> - 11=1111=1111= 11=III <br /> CI O - 1111=1111=11 =1111- <br /> N ° a 11=1111i=111 I111=111 <br /> 1 a—IUI nrl_1111_Il T/CONC FTG= <br /> sr-nn=lnI=imE llIIni=liltIII - . - . • nin 11=1111=1111- FIELD VERIFY <br /> "11=1111_1111_1111=1_111-1111=iIII • ° • ° =1111=1111=III <br /> — "'=l' =I111 illI-Tll= ' a 1 II_1111-1111= <br /> '-1111=I111=III . - -1111-1111-111 <br /> 'I_1111_1111=• - - • • II_I111_1111= <br /> 1111=1111=111 . ° - ° =1111=1111-f <br /> • =1111=1111 'un_ ”,_,,n ° • _ _ _ __ _ _, 11=IIII=111' <br /> ''=1111— 111=1111=I111=1111_ 1111=1111=1111 <br /> - 11=1111=1111-1111=1111 1111=1111= "' <br /> (E)CONTINUOUS -1111=111 <br /> —""=1111=11 11 =" <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 <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A ,--n <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING y <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 ENGLNEERU'IG&DESIGN. <br />