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12 of 25 <br /> PROJECT NO. I SHEET NO. <br /> It -- S220906-2XR SSK-01 <br /> 4Ti6 <br /> — PROJECT 3008 Leonard Dr Everett WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 10/13/2022 <br /> (E)WOOD FRAMED <br /> FLOOR SYSTEM,—\ <br /> rim n lit-miry <br /> I IGLU V CRIF f <br /> (E) CONC STEM WALL <br /> T/STEM WALL =k_ <br /> • - FIELD VERIFY <br /> 8" MIN THICKNESS, /a / T/FIN GRADE _, <br /> CONTRACTOR TO VERIFY inn=nll_un= <br /> 1',= -IIII- II VARIES <br /> _ 1 ' ° - ' '' (E) FTG TO BE CUT FLUSH <br /> =1111=1111=IIII—fill, <br /> E o ' I-iiI-I II=i11- WITH FACE OF STEM WALL <br /> = a E ° `II.II-Ii11=1i11- WITH A 12" MAX WIDTH FOR <br /> z o a I1111�IIIIIt1111_i! - INSTALLATION POCKET <br /> 1= III=1111= 11_11N O I— ° �111_III I -1,' - <br /> CJ ° a ill= III -= 11, <br /> �a T/CONC FTG = <br /> -"11=1111=11II=till=l111=1111=I11 ° �J „,J11 ,u I,_, FIELD VERIFY <br /> --i-= III=1111= III ' a ' 2 • 'I 11= III=1I11_ <br /> '-IIII=1111=III . I =1111=1111=III <br /> • =1111= III • a - 11= 111=1111= <br /> 1111=1111III • ° • ° _1111=1111_I <br /> \ - ° - II= Ill=_III. <br /> III=fill=1111E1111 I 1111E1111- <br /> •=1111= 111=1111= III :AIL- <br /> (E) CONTINUOUS ""-'I'1=111J=III 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 2-7/8"SHAFT W/10"DIAM <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION DOUBLE HELIX W/3 PITCH <br /> RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT ENDS AND DRILLED ---- <br /> HOLES.CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME AND -y --_ <br /> PAINT PER MFR OR GALVANIZATION PER ASTM 153/A123. tiT <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT <br /> SHALL BE SEALED OR COATED TO PREVENT CORROSION. <br /> 4. REFER TO GENERAL NOTES FOR GEOTECHNICAL PILE EMBEDMENT <br /> REQUIREMENTS. NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE <br /> APPLICATION OF THE REFUSAL CRITERIA. <br /> 5.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS. <br /> LI20 ENGINEERING&DESIGN <br />