Laserfiche WebLink
10 of 24 <br /> PROJECT NO. SHEET NO. <br /> /za, S210527-3XR SSK-01 <br /> ir--�� 3625 Rucker Ave SE, Everett, WA, 98201 <br /> PROJECT <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY NJ DATE 9/13/21 <br /> (E)WOOD FRAMED -_/\,— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> (E) CMU STEM WALL <br /> \ ___L i>.< <br /> 7 T/STEM WALL= <br /> FIELD VERIFY <br /> 8" (NOMINAL)MIN THICKNESS, / T/FIN GRADE-, <br /> CONTRACTOR TO VERIFY -Inl=nu=nn=III VARIES <br /> 11-i!!! 1111E1111_. <br /> Einif,IIII_I111_1111= <br /> 1-7 II:.Iir_InlE57- <br /> 1111E1111E1111=11- i1 <br /> al o i n_III1EIIli E1111=1 (E) FTG TO BE CUT FLUSH <br /> i W IIIIEIIIIEIIIIE1111- WITH FACE OF STEM WALL <br /> Z IIEIIIIf-mr==1111E 1 <br /> -. Z o 1�11=1111=1111= 1= <br /> 11= E1I <br /> IIIIEIIII =III <br /> N ~ I111_Iu1_IH _1111= <br /> cv 11=!III=1111 =AI11h <br /> Ila11- 111_1111_II T/CONC FTG = <br /> 1-1= =1!!! 1u =!=m1= nl1u!=n!! . ' • ' • IA 1=11=1111= FIELD VERIFY <br /> -11j=1111=1i11=1111=1111EiliEl11 . ° •• IIUE-IIIIEIII <br /> —""_1111=1111_il11- • ° a • ° a !I_+111=1111_. <br /> 'E1111-1111-111 4";MIN. Ilu_nu-111 ANGLE IRON &ANCHORAGE <br /> -'=!1!1=iiii ' ' ' ' ' 1 11=' = WHERE REQ'D PER PLAN <br /> I111_1111=111 • ° . mom, " 111=1I11E!' <br /> =1111= IIIE!III=1!111 I \ 1 E1111E1111-1111= <br /> IIE1111_i111=IIil_1111�-. 'III=1111= "' <br /> (E) CONTINUOUS "1j=lmEr <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 <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <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 ti <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 /> L120 ENGINEERING&DESIGN <br />