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. <br /> 10 of 21 <br /> A PROJECT NO. SHEET NO. <br /> Il <br /> k <br /> S221006-2XR SSK-01 <br /> %�. �� PROJECT 2418 74th St SE Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 11/19/2022 <br /> (E)WOOD FRAMED -r--"\'— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY 1 <br /> - <br /> it <br /> (E)CONC STEM WALL <br /> . ...., )IV— <br /> -- TISTEM WALL=. <br /> • FIELD VERIFY <br /> 8" MIN THICKNESS, ° • TIFIN GRADE _4 <br /> CONTRACTOR TO VERIFY 1111_1111 rui__n, VARIES <br /> ' II111_IIII_ III_ <br /> IIII=IIIiEIIII=IIII= <br /> = o } . III 111='Ill 111= (E) FTG TO BE CUT FLUSH <br /> 0 IIII !II' IIII=1111 <br /> liiii=1111 'HIE! WITH FACE OF STEM WALL <br /> _ , ° • ° IIII=IIII=IIII=1 - WITH A 12" MAX WIDTH FOR <br /> Z > • III III=IIII_ II _HI <br /> o o iliiE1111E111i IIII= INSTALLATION POCKET <br /> .11=IIII=1111- 11=11 <br /> J U . ° IIII=IIIIE-11 :IIII= <br /> fV ' a ';IIE •Ili=(111_',I11-=111i <br /> =III. IIII=1ul_1: <br /> TICONC FTG= <br /> 'III IIII- III IIIIEiI IIII III II II l I1I n n= FIELD VERIFY"II-II IIII IIII IIIIEIIII iil I IIII=IIII il <br /> " ' � III_IIII= III a a . 11__'III_I1i1_ <br /> '=IIII=IIII=Iil ! IIII_Illl=III <br /> 1EIIII=EIII1_. - ILE 111=IIII= <br /> I111_IIIIE111 ° . ° =1111EIIIIEI <br /> IIII7_III ' ,�_,�11_`111E-111' <br /> ''=1111= Ili=IIII=IIII-_lilt_ —_IIII=IIIif=IIII- <br /> -'1IE1111=!111E1111 11i 11i=1ii17- '" <br /> E CONTINUOUS _""=""—"'�E1111=\ = IDEAL HELICAL PILE&REPAIR <br /> O ' <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 _ <br /> PAINT PER MFR OR GALVANIZATION PER ASTM 153/A123. y <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 />