Laserfiche WebLink
13 of 26 <br /> A PROJECT NO. SHEET NO. <br /> ik <br /> roc' S210728-5XR SSK-02 <br /> ��` <br /> * PROJECT 3324 TULALIP AVE, EVERETT, WA 98201 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 08/31/2021 <br /> (E)WOOD FRAMED ___,\,— <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> I <br /> 1 ii <br /> _ T/STEM WALL=4 <br /> 8" MIN THICKNESS, FIELD VERIFY <br /> CONTRACTOR TO VERIFY 4,"' ° '1" T/FIN GRADE =4 <br /> 11-iiii IliEilll 111 ' a iiE III i = '11= VARIES <br /> IIII IIII ii IIII I1Ii=11111 -IIII -II11 ill' IL, <br /> dii— III=1111E-7= 1H-1' "' "v i-. —,III <br /> 1=IIII IIII 11 11 = , = I H = iiiIIII (E)CONC STEM WALL <br /> III' III 1 II lit 1'11 lil ' ; a III III 1111 III <br /> ] 0 ,III=1'I 1111 I11' 1'IL 1111EIIII .• IIII IIII IIII II'i <br /> >- I=IIII I 1 I'll Ii1-11 I ;111 .1_1 III IIII_ 111 1 <br /> = U IIIIE1111 IIII 1111 IIII=IIII; , ° _IIII IIII1111 IIII= <br /> w II 1111 III.- IIII IiE1111='111 11E'11I IIII- 111 111 <br /> z I— > =IIII=1111E-1111 IIII=IIII Ir1E11111 • 1 =IIII IIIIEIIII IIII= <br /> z 0 11=I111_.'III=HII_=III=II II=,Iil=( .I -�='III1111=-_111 E-1II <br /> Z., O I- 1111E-11i1 Ill 111 IIII 1111E-1U1l Elill -IIII IIII Hii <br /> 11=IIII 111E-11 i III=IIII Hit, ii III I = 111 II I- III =1 11E-111i 1 1=IIII IIII=IIII; • I. = II IIII ill IIII=1, T/CONC FTG= <br /> 1 1Pll'EIIIE "1 4 — ° • ° 1i1= IIii = FIELD VERIFY E =IIII IIIE- II . ° <br /> • E1111 1111E-111 <br /> Ili=i111 Ili-4 " • ., • ` ; a • : ., •1I IU_1111= <br /> IIII=1111=i11 - i iii1E1111=111 WEDGE ANCHORS <br /> =i111=l111 ii1= 111E-1u1= PER STABIL-LOC <br /> Ili; 11ii=m1 I. ° _ <br /> —_ _ ' •il .,ill_1ii.l REQUIREMENTS <br /> 1 1 rrrr=-r I E I _ <br /> ''=IIII III=1lll_ EMI IIEIIIIEIIIIE1111= <br /> — ,IE1111='11 Ian =.IIIE-IIIIE "'— <br /> (E) CONTINUOUS -""_""_' U <br /> IIII <br /> CONC FOOTING 711r <br /> NOTES: STABIL-LOC CONCENTRIC PIER <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION U ASSEMBLY PER R&R FOUNDATION <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE I <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. MI SPECIALIST TO CONFORM TO ESR-4121 <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A <br /> CORROSION RESISTANT SYSTEM.THIS INCLUDES ALL FINAL CUT if <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING <br /> SYSTEM BY OTHERS.PRIME AND PAINT PER MFR OR GALVANIZATION IJ <br /> PER ASTM 153/A123. 11 <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL w 1w <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT a cn <br /> CORROSION. 491.4 <br /> L120 ENGINEERING&DESIGN <br />