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110 11 of 23 <br /> A PROJECT NO. SHEET NO. <br /> _ S230503-1XR SSK-01 <br /> ��� PROJECT 216 73rd St SW Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 07/13/2023 <br /> (E)WOOD FRAMED - I <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> I1' (E)CONC STEM WALL <br /> 11 ' <br /> - TISTEM WALL=k <br /> a -' FIELD VERIFY <br /> 8" MIN THICKNESS, /a , T/FIN GRADE _s <br /> CONTRACTOR TO VERIFY • ° 1=1111 1111„11, <br /> ° a - III-1111=';lil= VARIES <br /> ., ^Till=1111=IIII=1111 <br /> - . <br /> _ ce ° a • IIIE 111=1111 111= (E) FTG TO BE CUT FLUSH <br /> 0 o8 • . 111±-- 111- 1111;7liil �l WITH FACE OF STEM WALL <br /> = 1 .-1111 lii1=1 = WITH A 12" MAX WIDTH FOR <br /> Z m > ° 2 • Ili I11_IHI 11 _III <br /> - z o =ills=llll=llii 1111= INSTALLATION POCKET <br /> - o 1 . III=':111=IIII 11=1 <br /> N o ° `1I11=Ii11=11 -1I11= <br /> - 111-III _ill:=101 EN ° . 11irt-1111. ills=liil=l. T/CONC FTG= <br /> - 111=I1i1- =1111111- = = ill 1111111 ' _. - • ° • ii= lu-n11= FIELD VERIFY <br /> -i11=111i_1111=1111 1111=IIII=111 I IIir-Elm <br /> III, _ lli _IIII= 111 II 7E'1111111= <br /> '=II11-1111E111 • • =IIi1=IIII-ITV <br /> 1=1i11=''in lit: 111=I11i- <br /> 1111=1111=111 • ° ° =III';=lifti <br /> �I:.i-ail �:�� ��-„�, ,,��_ ,II_-1n lu <br /> ''=1ii1= III=1111=1II1=Till_ =1111=IIi1=1111 <br /> 11=1111='Ili=IIII=!ill Ili=1111= "'- <br /> (E) CONTINUOUS -""_" -"1j=ii11=i1, 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/$"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 <br /> PAINT PER MFR OR GALVANIZATION PER ASTM 153/A123. % <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 /> L120 ENGINEERING&DESIGN <br />