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12 of 35 <br /> i PROJECT NO. SHEET NO. <br /> tS..N0' ---- S220725-3XR SSK-01 <br /> kIP PROJECT 1612 Rockefeller Ave Everett WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 09/22/2022 <br /> (E) WOOD FRAMED _,N,./.- <br /> FLOOR SYSTEM, <br /> FIELD VERIFY ' <br /> -°- • <br /> )1\ (E) CONC STEM WALL <br /> _ - T/STEM WALL =k_ <br /> o • • - FIELD VERIFY <br /> 8" MIN THICKNESS, /a • / T/FIN GRADE _� <br /> CONTRACTOR TO VERIFY _IIII—lilt=m1—ul VARIES <br /> II- III-IIII- 111= <br /> III!=IIII=III!=IIII= <br /> ti <br /> _ ' a ,I1=Il11- Ir_ (E) FTG TO BE CUT FLUSH <br /> 0 o > -IIII-lul-IIII=III, <br /> • - - 111-1u1= III-1 WITH FACE OF STEM WALL <br /> Q w ° -ill, WITH A 12" MAX WIDTH FOR <br /> z II- IIII -- I! INSTALLATION POCKET <br /> z o a <br /> o II- n!=1in <br /> N 1— =Ili <br /> N ° n • 11= <br /> 1 a T/CONC FTG = <br /> - III=1nl= nl=nn= In=nn- iii . - <br /> —'IIITiiii=IIII=IIII=IIII=IIII=III - ° . ° =III1_ilii=III FIELD VERIFY <br /> "' '"_ 111=IIII='111 " a • ' a ' il_ III_IIII_ <br /> =IIII-IIII-III • a = = =IIIIIIIIIli <br /> =IIII- HIE I1-'Ili-IIII= <br /> IIII-IIII=III •• ° ° Elilt-IIII-1• <br /> =tin= III ° ,,,_.,..,' li= 111-Ill <br /> ''=IIII— III=IIII=lilt=IIII_ =IIII=IIII-'', <br /> LIE-IIII=ill=Ilillllilllllll lit-IIII IDEAL HELICAL PILE&REPAIR <br /> (E) CONTINUOUS — <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. I <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. 1 <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT ti <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 />