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IT 12°l <br /> PROJECT NO. SHEET NO. <br /> /1__%0000.."imiN /, S221012-3XR SSK-01 <br /> ��1,,/. <br /> PROJECT 1213 Hoyt Ave Everett WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 12/02/2022 <br /> (E) WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY \ , <br /> (E) CONC STEM WALL <br /> T/STEM WALL = <br /> -' FIELD VERIFY <br /> 8" MIN THICKNESS, " <br /> / T/FIN GRADE =4 <br /> CONTRACTOR TO VERIFY ° _„II_,,,,_,,,,_ „ <br /> ° G • i1=ill=mill - 111- VARIES <br /> 4. IIII=1111_ <br /> ° a 11= I I_ (E) FTG TO BE CUT FLUSH <br /> 0 o >- a IIII=IIII=1111=1i1 <br /> H= u1=1w WITH FACE OF STEM WALL <br /> = Q ° H11=1111 WITH A 12" MAX WIDTH FOR <br /> z , > • II= 111-IIII <br /> z o a IH1=IIII=1111- H. INSTALLATION POCKET <br /> • - II=_iu=IIII= IIEt <br /> 'E ' o 1- ° IIII IIII=1 =IIII= <br /> N • 11= 111E111 _IIII_1111 <br /> _-IIII_ II11=1H1=II T/CONC FTG = <br /> 1111_II11_ 111_1111_ III_IIII_ III " • Hit 11=_ mn=nll= FIELD VERIFY <br /> - 17.IIII=IIII=IIII=11115111=111 - ° - ° I EIIII=_IIII=_III <br /> -- "_ 11_IIm1= 111_. ° G ° A 11_1111=IIII= <br /> '=IIII=_1111=111 ; a EIIII=IIII= II I <br /> i=IIII=i111_ 11=IIII:=IIII= <br /> IIII=IIII=III ° EIIII=IIII=1' <br /> IIII=a , ,„_„11_1111_111' <br /> =IIII= III=IIII=IIII=IIII\ =IIII=IIII=IIII- <br /> iI,-=Jill=i11-,Eilliii11 L-1- IDEAL HELICAL PILE& REPAIR <br /> (E) CONTINUOUS =1111111 I —"' <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-]/$"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 ,--3- <br /> HOLES.CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME AND <br /> PAINT PER MFR OR GALVANIZATION PER ASTM 1531A123. % <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 />