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11 of 31 <br /> A PROJECT NO. SHEET NO. <br /> S230503-2XR SSK-01 <br /> /41a00"°1----- <br /> I <br /> PROJECT 2118 Jefferson PI Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 08/29/2023 <br /> (E)WOOD FRAMED <br /> FLOOR SYSTEM, 1 <br /> FIELD VERIFY <br /> x' . <br /> i <br /> (E)CONC STEM WALL <br /> \ t---- i <br /> of T/STEM WALL=k_ <br /> •r FIELD VERIFY <br /> 8" MIN THICKNESS, <br /> / / T/FIN GRADE_� <br /> CONTRACTOR TO VERIFY 1111-iii 1111E11, VARIES <br /> • 1111-1111-IIII=lull <br /> _ I''-'ill= (E) FTG TO BE CUT FLUSH <br /> 0 o >- • iIEi1u=111i-iik <br /> LT LL- • • 1I1= ii1=lu1='1u=1 WITH FACE OF STEM WALL <br /> = U ° 11i1-IIII IIII=u= WITH A 12" MAX WIDTH FOR <br /> z m El 111 HI-u11111 111 <br /> z o • 1111=1111=1111 lilt-7 INSTALLATION POCKET <br /> N =!ill'II_'Iu = 11=ii' <br /> U ° iil=liilEll' =IIII= <br /> N - a • 1 =.'1il-iii'_ III- ", <br /> 1 E1111. afIIII-1, T/CONC FTG= An-:ul- - u it=illslEii Hi-liil-1lu= 11-_--,,• . • " . • 11-_--,, u1=IIII- FIELD VERIFY <br /> -'111_IIII-IIII=IIII=IIII=IIII III • ° • ° =IIII-illl=ill <br /> ""= III-IIHHE'III ° a • ` a • II_: 111=1111= <br /> =;il;=_lili=_Ilia a jEli1-IN <br /> E-11u- iii_ • ' • ' ii- iu-IIII- <br /> fi-IIII-III • ° • ° =IIII-IIIIEi <br /> _ _ ...I!- III-!li' <br /> ''-IIII- 111EIIII-111i IIII_ E1111=IIII-IIII' <br /> 11-IIII- 111=i111 Ill 111-IIII= - <br /> (E)CONTINUOUS -" ""E"11Ell-u .0 = 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 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. <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. ti <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 />