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13 of 27 <br /> A PROJECT NO. SHEET NO. <br /> S230726-1XR SSK-01 <br /> /45,-..."1" <br /> ` ��� <br /> PROJECT 1049 Crown Dr Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY <br /> ENGINEERING&DESIGN BY JT DATE 09/17/2023 <br /> (E)WOOD FRAMED — <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> i <br /> 1 <br /> N (E)CONC STEM WALL <br /> _ T/STEM WALL= , <br /> • a , - FIELD VERIFY <br /> 8" MIN THICKNESS, TIFIN GRADE_* <br /> CONTRACTOR TO VERIFY ° <br /> 0 <br /> • u ilr_11111 Ili VARIES <br /> 1111E1111E1111=i1i1= <br /> cc d • 11 111-II11 illE (E) FTG TO BE CUT FLUSH <br /> 0 o >- iili I iili <br /> = — • •. II ,111=IIII 11=1 WITH FACE OF STEM WALL <br /> _ _ ill l l l, ' = WITH A 12" MAX WIDTH FOR <br /> Z E > . ° a • II='III=III1-illl_iil <br /> o o =i�liElmElin 'mg INSTALLATION POCKET <br /> li- illilll- <br /> • ' 11=III <br /> N . - • a •• lI-'Iii=iiii_'11i-1111 <br /> Emil ills-lia_1, T/CONC FIG= <br /> -'JII lii1=_Till-1IlIEli1i-1111-i111_• II- lIElIF-1111 FIELD VERIFY <br /> —,11_IU1_iiiiE 1111111-1111=III i111=1111-111 <br /> ""='111=1111=1111=• " ., • " a 11-1111E.iii1= <br /> '=11.11=1i11III • Ilil=ii!1_=III <br /> =1111=1111E. G • _ . - 11= i1iElli1.= <br /> liil-llll-111i 1111-1i11-1 <br /> I=1111= li-iiii=liii=Illy_A —_lilt=ills-uil <br /> -' 11-1111E1111-1111=iill i11- —IIII — <br /> (E)CONTINUOUS -""—""="11=1111=11 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-]/$"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. 1 <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 />