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14 of 35 <br /> PROJECT NO. SHEET NO. <br /> �� S220725-3XR SSK-02 <br /> Aiiilk <br /> �.�� 1612 Rockefeller Ave Everett WA 98201 <br /> PROJECT <br /> LONGITUDE SUBJECT Supplemental Steel Installation <br /> ONE TWENTY_ <br /> ENGINEERING&DESIGN BY JT DATE 09/22/2022 <br /> STEEL CHANNEL INSTALLATION AT(E) CONCRETE STEM WALL: <br /> STEEL SHALL BE CONTINUOUS <br /> WHERE POSSIBLE; <br /> IF REQD,JUNCTION BTWN <br /> SEGMENTS TO BE CTRD ON PILE; <br /> JUNCTION NOT TO OCCUR AT <br /> CORNER-ADJACENT PILES <br /> w <br /> 'CONC STE1.4 WALL o <br /> '� ANCHOR PER NOTE 2,TYP • <br /> • . a a Q <br /> -T7--�- ;--0-A-- ---• —� _ }r .CHANNEL - S <br /> — o a a -- CONC FTG <br /> 1 — i II EMIEBBE TIE1111E1111E1111E1111E11,='IIIE III=1111Elilt="Ili=TfT- , = 1 I=IIIIE-1 _4 m <br /> =IIII=IIII==11,1� III = III=IIIIIIII IIII=IIII=IIII=IIII=IIII=IIIIV III'IIII I111_1111=IIII 111 :Illii EIl IIIIIIII=IIII: .4� <br /> 11=IIII=1111„ 11 1= 11 =IIII=IIII=11 1=IIII= IIIIIII--I 1_�=w-,.Aj�1�,-�11J,=1Iu=1 - 1111-,111=IIII III= a III -IIII-IIII=I c-i,o <br /> IIII=-IIIEII"T =:III=IIII=IIII IIII=_IIII-IIII=1111PM4 4� � 1111=IIIIEIIII—r- -, -.ill IIIIIIIIE1111 a 0-m <br /> 11=IIII=IIII= lu_ill = 111EIIII=IIII-IIII= 111EIIII=$1=IQ1MCIVI>ANtiNG1111=IIII=1111E111 �.i11 III =IIII=IIII=1 <br /> =IIII=IIII=III=�111-IIII=IIII=IIII= 1=11I <br /> 111 _IIII IIII=IIII=IIII: <br /> IIIIllf1111111111111111111 IIII-IIIl111111-Il1111111I111I IIII J'�4 IN�1 11111 1=_IIII1111 11111111111111111111111111-IIII- 111y11111 11 II.IJIIII= 111 I1.0 EXTEND <br /> =IIII=IIII=1111_ Ill flIllf_1111=1111=1111-=1111=1111=1111=1111f1111f1111=1111=1111f1111=1111f-1111f:Ilk=IIII=:ENDDDNIUE @ EA END; <br /> 11=IIII=IIIIIII 11= III=IIII=='111=1111= IIIIIII= III=IIII=!III=IIII=IIII=IIII=IIII:_IIII= I _1111='I11=IIII III TYP, <br /> =IIII-. IIIIIIII- IF _ = iii IIR I CDIMI IRT N iE Il11EIIII=IIII:IIII=1111_1111 Ill <br /> _ = =IIII1-l-`� <br /> COR <br /> NERS: •� 11�E111= sii (q VDIvalt( SPECIA8I� -Irmllll II =IIII- ` 1111 ='11 11_ I-I <br /> = III=IIII=IIII- 11 _I e=IIII=IIII IIII IIII=IIII=IIII=IIII_IIII_IIII IIII=IIII=IIII=IIII=I11 _ I_ -IIII_IIII=IIII=IIII: <br /> 11=1111=1111'111 -IIII=1111=1111=1111=1111=1111=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1111=111.=1111=IIII=IIII=I111=1 <br /> NOTES: ABBREVIATIONS: <br /> CMU=CONCRETE MASONRY UNIT <br /> 1)ALL STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED FOR EXTERIOR USE. CONC=CONCRETE <br /> 2)ALL ANCHORS SHALL BE 5l8"0 SIMPSON TITEN HD SCREW ANCHORS W/4"MINIMUM EMBEDMENT INTO EAR EACENTERED <br /> CONCRETE.ANY SUBSTITUTION SHALL BE SUBMITTED TO L120 FOR APPROVAL PRIOR TO INSTALLATION. MTWMAOMNMUM/MAXIMUM <br /> 3)ANCHORS SHALL BE INSTALLED WITHIN 6"OR LESS FROM EACH END OF STEEL MEMBER. oc=ON-CENTER <br /> 4)ADDITIONAL REQUIREMENTS PER ANCHOR MANUFACTURER. UNO=UNIESS NOTED OTHERWISE <br /> L120 ENGINE=RING&DESIGN <br />