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13 of 23 <br /> A PROJECT NO. SHEET NO. <br /> girl" S240102-1XR SSK-02 <br /> ��... � 7423 Lower Ridge Rd, Everett, WA <br /> PROJECT <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY PAM DATE 03/05/24 <br /> STEEL CHANNEL INSTALLATION AT(E)CONCRETE STEM WALL: . <br /> a d d ' d d d d W <br /> • ' .� CONCSTEMWAL. Z o <br /> ANCHOR PER NOTE 2,TYP a <br /> d U <br /> — -4- + -4 - - —-- ---- --•---4-- +--+---+-T RANNEL <br /> ll <br /> C�NC FTG <br /> 11=IIIIIIII II =IIII=IIII= III=_IIII=IIIIIIIIEII►1=11 IIII=IIII=_IIII=IIII=IIII =II 1E1111=_1111=_ ¢W S <br /> E I E 1E1 1 III 1111E1111E1111 1111E1111IIIIIIII=1111_1111 111=1111E11111111=1111_1 IIII 111=1111=_1111E1111 2.1 <br /> STEEL _1111 =IIIIIIII=1 11111111111111 = I II11111111IIII E11 1IIII=IIII= (n o <br /> CPOSSIBLOE; I=1 1 -IIII=IIII=IIII 1111=1111=IIII=IIII'" �p IIII=1111=11I1=1ri I -I II=1111E1111E1111 Q a 6 <br /> JUNCTI — _Hi! ill 1 1111E1111=IIII=III =IIII=IIII=IIIIff_EL I _ I_EIIIIIIIIEIIIIEIIIEglIE11 1E1111EIIIIE <br /> SEGMENTS I I II 1 1-1111EIIIIE1111= 11=IIII=IIII-IIII=IIII=IIII=IIII=IIII=IIII=11111111=111 III-_111=IIIIIIIIIIII <br /> SE MENTS C 11=II I=IIII=IIII=111i=IIII iiiw ipoug (isTai IIIIEIIIIEIIIIEIIIIEII IEIIIIzIUEIIIIEIIIIE <br /> TOOCCURA- I_1111 111EIIII=IIII=IIII=11 = l —IL =�,,1,,II�,,_IIII=1111_II11_1111=IIII=IIII=IIII=IIII=111=111= =1 6OEXTEND <br /> IIII II 1=1111=1111=1111 IIII=1111_ _mI1111=IIII=IIII—IIII—IIII=IIII=IIII 1111=11 I—IIII= <br /> ADJAC_1 I = IEIIII II IEIIIIEIIIIEIIIIEIIIIEIIIIEIIIIEIIIIE1111=IIII=IIII=1111EIIIIEIIIIEIIIIE1111EII IEIIII_ 11_ 'OW @EAEND; <br /> IIIE1111=1111E11 1= -.1-IIIIE1111= II — IIEIIIIEIIIIEIIIIEIIIIEIIIIEII IEIIIIEIIIIIIIIE'IWI;_ TYP, <br /> IIII=IIII=IIII 11E1n1sIJJ =1 ?_ I _ I _ I11I=IIII=IIII=IIII=IIII=_IIIIAJII=IIIIfkiq I�t ICORNERS <br /> IIIE1111ETi1i1 it IIlE1111ga-Mi rigliD I MITII MI 1111EIIII=1111Effli==11, —_Ii�J_=ia11_11(11-,=111111= <br /> EIIII=1111=1111 CI 1IIII=IIII=IIIIE1111=1111=IIII=1111=1111=IIII=IIII=IIII=_IIII=_IIII=_IIII=IIII=1�1=1111=1111=_IIII=IIII <br /> III=IIII=IIII=11C1=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIii-IIII=IIII=IIII=IIII= <br /> NOTES. ABBREVIATIONS: <br /> CMU=CONCRETE MASONRY UNIT <br /> 1)ALL STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED FOR EXTERIOR USE. CONC=CONCRETE <br /> CTR2)ALL ANCHORS SHALL BE 5/8"0 SIMPSON TITEN HD SCREW ANCHORS W/4"MINIMUM EMBEDMENT INTO EA=EACHNTERED <br /> CONCRETE.ANY SUBSTITUTION SHALL BE SUBMITTED TO L120 FOR APPROVAL PRIOR TO INSTALLATION. M °MNMUMnuaxiMUM <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. NU o=TYP UUNNLE SNOTEDOTHERWISE <br /> L120 ENGINEERING&DESIGN <br />