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2303 OAKES AVE 2025-04-16
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2303 OAKES AVE 2025-04-16
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Last modified
4/16/2025 3:20:14 PM
Creation date
3/20/2025 11:06:52 AM
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Address Document
Street Name
OAKES AVE
Street Number
2303
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10 of 20 <br /> PROJECT NO. SHEET NO. <br /> S221216-1XR SSK-01 <br /> i/411eroo"" <br /> o..��� 2303 Oakes Ave Everett, WA <br /> PROJECT . <br /> LONGITUDE SUBJECT Foundation Stabilization <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY PAM DATE 01/03/23 <br /> (E) WOOD FRAMED _...__,\e- <br /> FLOOR SYSTEM, <br /> • <br /> FIELD VERIFY <br /> — --{ �^^ . <br /> (E) CONC STEM WALL <br /> I_ = <br /> I , T/STEM WALL =� <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, ' 4 T/FIN GRADE -4, <br /> CONTRACTOR TO VERIFY VARIES <br /> ti -f <br /> _ ° a 1 <br /> 1= — (E) FTG TO BE CUT FLUSH <br /> 0 o } a =1111=nil1111=111, <br /> I- 11-ill-1i11= WITH FACE OF STEM WALL <br /> = Q w ' :lilt=1i11-1 WITH A 12" MAX WIDTH FOR <br /> z a HIEill=llu <br /> o liltIIII lilt n11= INSTALLATION POCKET <br /> o • III= III=1111=. 1111 <br /> & U 1111=11! =1111= <br /> CN ' n ' III= In- 111-nl' <br /> =u T/CONC FTG = 4='I11_IIII_I11_Iill_ III_IIII_ Hi IITI <br /> —"„1= FIELD VERIFY <br /> 1111=1111=1111=1111=IIII=III <br /> --""= 111_II11- 111_. ° a ` a° <br /> II H_i11-11 E <br /> _Inl-nll-ln a ° I 11=n11-1H1=1�1 <br /> 1111 III=• 111- <br /> 1111=1111=111 ° 1111 <br /> 1111- 11-'11 <br /> i-1H1 \ un IHl=nli= <br /> it III=1111 lil IH=HI <br /> (E) CONTINUOUS •-' 'III=n; - " <br /> j <br /> CONC FOOTING IDEAL HELICAL PILE & REPAIR <br /> BRACKET ASSEMBLY PER <br /> NOTES: R&R FOUNDATION SPECIALIST <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION TO CONFORM TO ESR-3750 <br /> DIMENSIONS PRIOR TO INSTALLATION. ENGINEER-OF-RECORD TO BE 2-7/8" SHAFT W/ 10" DIAM <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. DOUBLE HELIX W/3" PITCH <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. PRIME AND PAINT PER MFR OR GALVANIZATION <br /> PER ASTM 153/A123. <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT <br /> CORROSION. <br />
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