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3008 LEONARD DR 2025-04-16
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3008 LEONARD DR 2025-04-16
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Last modified
4/16/2025 10:34:44 AM
Creation date
3/20/2025 10:19:07 AM
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Address Document
Street Name
LEONARD DR
Street Number
3008
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13 of 25 <br /> PROJECT NO. SHEET NO. <br /> t/frliq , S220906-2XR SSK-02 <br /> ��� PROJECT 3008 Leonard Dr Everett WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Stabil-Loc Concentric Pile <br /> ONE TWENTY' . <br /> ENGINEERING&DESIGN BY JT DATE 10/13/2022 <br /> (E) WOOD FRAMED --r- <br /> FLOOR SYSTEM, <br /> FIELD VERIFY \ , <br /> (E) CONC STEM WALL <br /> I <br /> _- T/STEM WALL = <br /> .. <br /> - FIELD VERIFY <br /> 8" MIN THICKNESS, a � TIFIN GRADE -�, <br /> CONTRACTOR TO VERIFY <br /> 1 °I a . 11 III=_1111= III= VARIES <br /> 1 .4 1 , 1111=1111=11,,,,,L <br /> ~ ce v 1 a 1,— lil=_II11— 111E <br /> 1111E1111=_III,_=dill <br /> Cl O W • 11= III=_II11_= III=1 <br /> =Elio- IY I. ° ,111E-- 111IIIIE1111= <br /> Z > " a • II= III—1111=1111=III <br /> O I . dIIIEIIIIEIlll=1111= <br /> II_= 111E_1111= 111E11 <br /> M U o I a° 1111E1111E1111=1111= <br /> • 11= 111=1111= III=11L <br /> • I 1111=1111=1111=11,11, T/CONC FTG = <br /> - — — — • — — • 11=1IIIuiI FIELD VERIFY <br /> —'III1111E1111E5=1111=1111-111 I• ° - ° IIIIEIIII=11' <br /> '=" =1111=1111=•111 • " a a ` a 11= III=1111= <br /> '=InIEnIIIII ; a I a 1i11=11111=11 WEDGE ANCHORS <br /> IElil,E l- - PER STABIL-LOC <br /> 1111=,III=11 • ° I ° ° <br /> o ° - II,_ 1, REQUIREMENTS <br /> --.-.5--.-.5I lI_ III=1111=1111=11,1 <br /> III= 11 = 111=IIII= "'— <br /> (E) CONTINUOUS -""_' Fri <br /> 1111CONC FOOTING , ' <br /> NOTES: <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION 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 ll 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 iill <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 1 I� <br /> REQUIREMENTS. NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE w <br /> APPLICATION OF THE REFUSAL CRITERIA. a cn <br /> 5.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS. 4 14 <br /> L120 ENGINEERING&DESIGN <br />
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