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• 10 of 24 <br /> PROJECT NO. SHEET NO. <br /> S210803-3XR SSK-01 <br /> PROJECT 500 Home Place Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY .IT DATE 08/07/2021 <br /> (E)CMU WALL <br /> 4— <br /> T/STEM WALL=k <br /> FIELD VERIFY <br /> 8" (NOMINAL) MIN THICKNESS, I <br /> CONTRACTOR TO VERIFY / 1ni—nn—uu—ni T/FIN GRADE _tie <br /> II_Ilil_nll=ills_. VARIES <br /> IlllElllI=IIII=IIII <br /> IIEIIIIEIIIIEIIIIEI' <br /> I 1111=IIII=ll11=IIII- <br /> 11_1111_1111=I111= <br /> 1111E1111EIIIIEliii <br /> 11E11�1E1111EI111E1. (E) FTG TO BE CUT FLUSH <br /> IIII-1111E1111-IIII- WITH FACE OF STEM WALL <br /> 11=IIII=IIII=IIII= 1 <br /> IIII=1111-IIII= 1= <br /> 11=II11=IIII=11 =III <br /> 1111E1111=III _IIII= <br /> I 1116f=IIII llll=IIII T/CONC FTG= i, <br /> I =IIEE1111- III=IIII=11 - <br /> -11E31n_1nl_nll_un— • . • 'ii1 11—_il=nll= FIELD VERIFY <br /> —7"11=IIII=IIII=1111-1111-1111_III =IIII=IIII=III <br /> .II-IIII_Hlll-IIIIIIII " a II-IIII-IIII= <br /> '_IulEllmEllu • v 4"MIN. =N11_IIIEnI ANGLE IRON &ANCHORAGE <br /> '1=IIIIE_llls=• ' - • 11= _ = WHERE REQ'D PER PLAN <br /> IIII=IIII-111 . ° = 111-IIII_I' <br /> =IIIi11111111_1111 ' ,III_111=IIII=III' <br /> 'I-Er =IIII=IIII=11 1 -IIII=IIII=IIII' <br /> IIII=IIII=IIII=IIII IIII.1111E- <br /> I-IIII-un=IIII=11 =" <br /> (E)CONTINUOUS 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--r <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING ti <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 />