Laserfiche WebLink
l 3I V1 <br /> PROJECT NO. SHEET NO. <br /> S221012-3XR SSK-02 <br /> � * 1213 Hoyt Ave Everett WA 98201 <br /> �� PROJECT <br /> LONGITUDE SUBJECT Installation Detail - Stabil-Loc Concentric Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 12/02/2022 <br /> (E) WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> (E) CONC STEM WALL <br /> T/STEM WALL =k_ <br /> • <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, 4T/FIN GRADE _,i, <br /> CONTRACTOR TO VERIFY • nn—Ini—nn—III VARIES <br /> IIII=IIII=IIII=IIII= <br /> _ r ° I a • 11=111=1111= 111= <br /> 0 Op _IIII=_IIII=IIII=IIII <br /> _ • ' 11=''111=IIII='Iif=1. <br /> = < I. <br /> IIII=IIII=IIII=IIII= <br /> Iz > 4 • II= 111=IIII='Ill=III <br /> z O =IIII=_IIII-IIII=IIII= <br /> 11='111=_IIII=IIII=III <br /> q OU ~ 11=IIII=IIIIIIII <br /> ch - G II= illEIIII= III_IIII <br /> • IIII=IIII=IIII IIII= T/CONC FTG = <br /> III_=nn='I _IIII= In=n II— 111=_nil= FIELD VERIFY <br /> —"II_IIII=IIII=1111=1111=IIII=III ° • ° -IIII=IIII-III <br /> "'—"" i111_I111_ III_ a ' 14 a lit'III=IIII= <br /> nu=un_III • . =11i1=Inl=1'' WEDGE ANCHORS <br /> nn= 111= • • i1='III Ili' PER STABIL-LOC <br /> IIII-IIII=III • ° • ° ° = - _ <br /> nn_ III - il- In_lu REQUIREMENTS <br /> "EIIII= 11=IIII "=IIII=IIII=IIII- <br /> II=IIII= I_ 111=IIII= ".— <br /> (E) CONTINUOUS -""_" - — 1111 IIII <br /> CONC FOOTING <br /> NOTES: N / <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION -r STABIL-LOC CONCENTRIC PIER <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE I ASSEMBLY PER R&R FOUNDATION <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION SPECIALIST TO CONFORM TO ESR-4121 <br /> RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT ENDS AND DRILLED <br /> HOLES.CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME <br /> AND 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 II <br /> REQUIREMENTS. NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE w <br /> APPLICATION OF THE REFUSAL CRITERIA. cn <br /> 5.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS. I4 <br /> LI20 ENGINEERING&DESIGN <br />