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15 of 35 <br /> PROJECT NO. SHEET NO. <br /> ‘� S220725-3XR SSK-03 <br /> ��� 1612 Rockefeller Ave Everett WA 98201 <br /> i PROJECT <br /> LONGITUDE SUBJECT Installation Detail - Stabil-Loc Concentric Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 09/22/2022 <br /> (E)WOOD FRAMED -_,\,_?- <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> c <br /> (E) CONC STEM WALL <br /> 7 T/STEM WALL=k_ <br /> I FIELD VERIFY <br /> 8" MIN THICKNESS, a <br /> • ° T/FIN GRADE _, <br /> CONTRACTOR TO VERIFY IIII- -IIII=III VARIES <br /> ° a - 11= Ili=IIII= Hi-- <br /> • IIIIIIII-IIII=IIII <br /> I= ° I a 'In=11=1111= <br /> 0 0 =1�IIE1�11E-IIII—.„ <br /> E •IHE 111E1111E 111=. <br /> °= U EIIII=IIIIEIIIIE1111= <br /> M > <br /> Z ° a 'III== 111=IIII---7MEM <br /> — I- 0 •a I _IIIIEIIIIEIIIIEIIII= <br /> -,3O I- ° •Ili='111=IIII=IIII=II' <br /> U D111-1111E1111=IIII= <br /> eo ° , •III= 111=IIII= 111=IIII <br /> =IIi11111=11111111=1, T/CONC FTG = k IIIEIIII= Ii1=IIII= ='III=IIII III=• • 11= =='I11IIII= FIELD VERIFY <br /> -"11-IIII=1111EI111-IIIIIIII-_III • ° ' ° =1111EIIII=III <br /> --IIII- - ° • ° I V <br /> =.III=IIII= 111E a a e It= 111=1" <br /> un-11iI_nl - . - e =111=1Ir WEDGE ANCHORS <br /> ',-,IIII= HIE. ° I •° ° — PER STABIL-LOC <br /> 1 ,, IIE'IIIEIu' REQUIREMENTS <br /> =IIII= tje IIEIIIIIIIIMIT <br /> ;11= II T III- I- = III-IIII <br /> (E) CONTINUOUS =1'I'=, =1I !III IIIIE,,., <br /> CONC FOOTING I <br /> NOTES: \ I ;/ <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION 1 STABIL-LOC CONCENTRIC PIER <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 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-41 21 <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 '_1 <br /> SHALL BE SEALED OR COATED TO PREVENT CORROSION. Q <br /> 4. REFER TO GENERAL NOTES FOR GEOTECHNICAL PILE EMBEDMENT 11 <br /> REQUIREMENTS. NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE w Iw <br /> APPLICATION OF THE REFUSAL CRITERIA. a cn <br /> 5.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS. 4 I461 <br /> L120 ENGINEERING&DESIGN <br />