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11 of 24 <br /> PROJECT NO. I SHEET NO. <br /> filli..1111 <br /> S220412-2XR SSK-01 <br /> ��� 6202 2nd Dr SE Everett WA 98203 <br /> PROJECT <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 06/27/2022 <br /> (E)WOOD FRAMED —,\„-- <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> X <br /> 1 <br /> (E) CONC STEM WALL <br /> 17/ <br /> _ � T/STEM WALL = <br /> ° - FIELD VERIFY <br /> 8" MIN THICKNESS, /" . • , T/FIN GRADE _� <br /> CONTRACTOR TO VERIFY ° -IIII=IIII_1111_111 VARIES <br /> ii_ 11!_1111= <br /> _111 <br /> _ III= III' (E) FTG TO BE CUT FLUSH <br /> 1111=1111E1111=11 , <br /> c� o16 ' • • HEillEi111E li WITH FACE OF STEM WALL <br /> E. > , • EiiiiEuii iiii__ WITH A 12" MAX WIDTH FOR <br /> im 11= 111_IIII <br /> z o 1 ° Enu=iiii INSTALLATION POCKET <br /> 1 • IIE I11=1111= il=11 <br /> N o <br /> I- • ' EIIIIIIIII EIIII_ <br /> N ° ° ' IIE I11=111 _ 1I1_1I <br /> Itt=1111 T/CONC FTG = k <br /> -I- III-IIII 'III-IIII- IIIIII-�11-• • IIII II <br /> -"II_iiii=Iiii=I�u=InI=iiii=ICI • ' . ' �iii1_,111- FIELD VERIFY <br /> "'-111 = In=IIII_ 111_ ° • a • ° ° • 11E ill_iii1= <br /> EII!IEIIIIEIII =IIIIEIIIIIII <br /> EIIIIE III • IIE IliEllll= <br /> IIIi1111=i1i . ' '. IIIIEIIIIEI <br /> IIIIEIIII IIII_ =IIII=IIII=IIII= <br /> I - III=1111E III IIIIIII= <br /> (E) CONTINUOUS - 1=11IiEll - 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 j- TO CONFORM TO ESR-3750 <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. 2-7/$"SHAFT W/10"DIAM <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 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 /> 1170 LNGINFLRING&DESIGN <br />