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14 of 40 <br /> \ `,/ / PROJECT NO. SHEET NO. <br /> /41111.1.°11k <br /> S200803-3 SSK-03 <br /> i�� <br /> PROJECT 2126 Rucker Ave, Everett, WA 98201 <br /> �� <br /> LONGITUDE SUBJECT Installation Detail - Stabil-Loc Concentric Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY DATE 11/16/2020 <br /> (E) WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> I (E) CONC STEM WALL <br /> _ ,f T/STEM WALL=k <br /> it A <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, .1- I 1- T/FIN GRADE = <br /> CONTRACTOR TO VERIFY ,;;i=ml—_nn—ni VARIES <br /> I ` ' e • II=IIII=iIII=IiiI=, <br /> .1111=1111=IIII=1111= <br /> f— ` .. 11=I111=1111=1111= <br /> 0 0 1111=111I=_1111=Ills <br /> _ •, • 11=_1111=1111=IIIIEI. <br /> = U ° �III1E_1111E_1111=IIII=_ <br /> z > . ' a • I1=11111111=_1111=III <br /> — I- O ; • r. = =lll11111=1111_1111= <br /> IIE1111=IIIIEiIIIEIII <br /> C`I 00 I— • ° =1111=1111=1111=1111= <br /> ZNI ` i a •_ 11=1111_1111_1111_Illi <br /> • I =IUI=1111=IIII=1111=11 T/CONC FTG = <br /> =111_rat=lrrr-Irrr-711F-mr_un— . .1• - • •111nnlnl= FIELD VERIFY sr <br /> —'I1i=1111=1111=1111=1111=1111=III •• ° I• ° •• ° =1111=1111=III <br /> ""=""=1111=1111=1111= ` • a • ` II_1111=1111= <br /> E1I1I=11n=1u . - • 1111=nn=1Ti WEDGE ANCHORS <br /> _ <br /> II11=1111=• - - •I• •• ' • • 11=illl=llli= PER STABIL-LOC <br /> IIII=1111-III • ° ° ° - _ =1' <br /> 11i1_Hu- i1-1Ii1=Ili' REQUIREMENTS <br /> "I=ui1— 11=1111= ' Ii=1111=IIII=IIIIT <br /> I=1III=III : -iil- I_, Illl11i1='"-- <br /> (E) CONTINUOIJS -""_""_' =i1 , .Iill III="- <br /> CONC FOOTING <br /> NOTES: \ ' / <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION Lr 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. `—`�— SPECIALIST TO CONFORM TO ESR-4121 <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT <br /> ENDS AND DRILLED HOLES. CORROSION PREVENTION COATING <br /> SYSTEM BY OTHERS. GALVANIZATION PER ASTM 153/A123 IS J <br /> RECOMMENDED. < <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL ii I� <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT w I- <br /> CORROSION. <br /> I <br /> L120 ENGINEERING&DESIGN <br />