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13 of 26 <br /> A PROJECT NO. SHEET NO. <br /> ip. <br /> - S240104-1XR SSK-02 <br /> ��111 3928 FridayAve Everett WA 98201 <br /> PROJECT <br /> LONGITUDE SUBJECT FrrEthatiEttinn K ".iIlizttical1/tt idabPile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 03/04/2024 <br /> (E)WOOD FRAMED __Ay_- <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> t h <br /> ).. (E)CMU STEM WALL <br /> T/STEM WALL= <br /> FIELD VERIFY <br /> 8" (NOMINAL) MIN THICKNESS, T/FIN GRADE_ <br /> CONTRACTOR TO VERIFY II,,III' VARIES <br /> III-�111=1111-'III- <br /> =1111=IIII=1111f-ilii <br /> - 1 - <br /> i III_ III IIII_ lll= <br /> 1111=1111E-1iH=III, <br /> E2 III=ill=ills= 1111=1 (E) FTG TO BE CUT FLUSH <br /> = U 1111III1-1111-111i= <br /> Z III-'III_lily-ill- I WITH FACE OF STEM WALL <br /> z 0 —IIII-IIII=1111= 1= <br /> III-''�11=II11-' ' -11 <br /> N OV 1- IIII_I111=111 _1111= <br /> N III_ III=1111 '111E-Ili. <br /> _II _1111-II111111=1. T/CONC FTG = k <br /> = in=lilt_,III_n =lllTliE-3111E 1 II1E- ' • ' • — IQ-ill=iill= FIELD VERIFY <br /> --"i1-1111=lilt=1111=1111=I111=11 • ° II11=1111=1i1 <br /> '"="" Ili-iil1 111 ' ' III_IIII 1111= <br /> =1i 11111 =11' ; .4.5"Mlle 1111=IlII,111 ANGLE IRON &ANCHORAGE <br /> '1=11 HILL-- • • • . 0 III-'^=_- WHERE REQ'D PER PLAN <br /> PI1=Illy=1i° •I III=11I1 I <br /> 1111 I _• _.—__:- 111 11 E 11 r <br /> '1=11 i III=FIlf:III' III =11-1 1111=_IIIIT <br /> l=HH=I;11E-i ill 1 I� !ili Ilii IDEAL HELICAL PILE&REPAIR <br /> (E) CONTINUOUS � -"' <br /> CONC FOOTING I BRACKET ASSEMBLY PER R&R <br /> NOTES: FOUNDATION SPECIALIST TO <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION CONFORM TO ESR-3750 2-7/8" <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE SHAFT W/10"DIAM DOUBLE <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. HELIX W/3 PITCH <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION <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. <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT ti <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 />