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10 of 20 <br /> \A PROJECT NO. SHEET NO. <br /> /.s S220725-1XR SSK-01 <br /> 1,141ftimisolV PROJECT 1007 49th PI SW Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 09/02/2022 <br /> (E)WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> lami <br /> 1[ T <br /> (E) CONC STEM WALL <br /> T/STEM WALL = <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, a • TIFIN GRADE _4 <br /> CONTRACTOR TO VERIFY ° _ _ = I VARIES <br /> . ti <br /> u- <br /> a II= ' '=IIII='ill- (E) FTG TO BE CUT FLUSH <br /> 0 o >- IIIIEI .--a- IIEII!, <br /> . Il1�II- WITH FACE OF STEM WALL <br /> _ -nl-II11=Iu1 WITH A 12" MAX WIDTH FOR <br /> Z > a 11=IIII=IIII <br /> - 1- o nu-1111=i INSTALLATION POCKET <br /> • II- 111=I11i- <br /> N 8 1— ° III -- - <br /> & ` a '11 <br /> _ ■_ T/CONC FTG = <br /> -IIII_I111— 111—IIII— III—IIII— Ili- 111 <br /> -IIII=IIII=IIII=IIII=IIII=IIII=III ° ° I uli=gill=ill FIELD VERIFY <br /> --""='III=IIII= III • " , " a 11_ 111_1111= <br /> .=1111=IIIIE111 IIIIEIIIIEIII <br /> .1=u11=;III 11= III=IIII= <br /> II!11111_111 ° ° =1111_1111=1' <br /> _:all • " -, 11= III=11 <br /> ''1= III=IIII11.11=IIII `,. N ;1=IIII=IIII= <br /> =IIII= III-IIII- it 11 IIII= IDEAL HELICAL PILE&REPAIR <br /> (E) CONTINUOUS "�_:'"_,��'-11-11 'I — <br /> CONC FOOTING I 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/90"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 />