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12 of 32 <br />PROJECT <br />PROJECT NO. I SHEET NO. <br />1:1 1 <br />4230 Grand Ave, Everett, WA 98203 <br />LONGITUDE SUBJECT Supplemental Steel Installation Recommendations <br />ONE TWENTYO <br />ENGINEERING & DESIGN <br />BY NJ <br />STEEL CHANNEL INSTALLATION AT (E) CONCRETE STEM WALL: <br />DATE 9/13/22 <br />LD <br />CONIC STEM WALL o <br />ANCHOR PER NOTE 2, TYP co <br />U <br />== _ <br />- - - �- CHANNEL c� <br />____--__ ____________ <br />/.- <br />11=IIII=IIII='�I 1= II =IIII=_IIII=_ III=IIII=IIII=IIII=IIII=11 IIII=_IIII_=IIII=_IIII=_IIII II I_:I f -III =_IIII=IIII= <L <br />STEEL SHALL BECONT —I I_ I I III;-I'III_IIII_ III IIII=_IIII=_IIII=_IIII=_IIII—IIII III = III-IIII=!IIIEZIE1RN 11 _.I11 IIII- 111=IIII <br />—1111K, 11- !i!+=IIII=IIII=11 1=IIII=IIII=IIII=1 I—,,II11 1uu IIIIII=_IIII—_IIII 11 - III IIII=IIII=_IIII=1 o <br />WHERE P� - _ hY 7 - - - <br />I- i III=IIII=_ III IIII= III=_IIII= III- I- I - IIII= III-IIII_III 111 II IIII=_ III_=IIII a <br />IF REO'D, JUNCTI _ <br />SEGMENTSTOBECTR _==1 1=IIII=IIII=III =IIII=_IIII=IIII=F1� fll_ I _ I_ =IIII=IIII=IIII_ I!'I=:1 II III =IIII=IIII=1 <br />I=IIII IIII III=IIII= III=_ II— III=_IIII— III=_IIII=IIII=IIII=IIII=IIII IIII IIII III IIII i II IIII=_'III=IIII <br />JUNCTION NOT To I�I� IIII=III IIII=IIII=IIII=IIII IIII Jet EW �Jfr l(� 14J�111=IIII IIII=_IIII IIII=III III =1111=IIII=1 <br />CORNER-ADJAC-1L <br />_ fl IIIIIII III=_IIII=_IIII_=11 _—I»+IIII=_'III IIII III IIII III IIII II II II LITO EXTEND <br />II=IIII=IIII=IIil�llll=IIII=IIII=IIII=IIII=�=1 IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=11 I_ IIII=_ III— ''��11 I @ <br />=11112IIII=IIII=11f1= III=IIII= Jill =IIII=!III=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII= 111='IIII= III_ —�IL E EA END; <br />11=IIII=IIII=_II 1= IIII—_IIII—w1vi"OU10:11 <br />���,! = I = II=_IIII=IIII=_IIII=_IIII=_IIII=IIiI=:IIII=IIII=IIII=0�I�N TYP, <br />= III=IIII= III -,I I_=— 111�IdJI_� I"��1'— III_—��1—_IIII=_ IIIIIII—Illt`III =IIII—IIIg� MWIATCORNERS <br />_ <br />ii =III_�(��_�_�11�1111�1111=IIII=IIII=i�1 =r�— <br />=1111=IIII=1111,11 —IIII=IIII= III=IIII= 111=IIII= III=IIII=IIII=IIII= III=IIII=IIII=IIII=1111=�II f=IIII=IIII=IIII=IIII <br />11=11III=IIII=IIII=IIII-IIII=IIII-IIII=IIII-IIII=IIII=IIII-IIII=IIII=IIII=IIII=IIII=IIII=1111-IIII=IIII=1111c1111-IIII=1 <br />NOTES: <br />ABBREWATIONS: <br />CMU = CONCRETE MASONRY UNIT <br />1) ALL STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED FOR EXTERIOR USE. <br />CONC= CONCRETE <br />2) ALL ANCHORS SHALL BE 5/8"0 SIMPSON TITEN HD SCREW ANCHORS W/ 4" MINIMUM EMBEDMENT INTO <br />EAR EACHNTERED <br />CONCRETE. ANY SUBSTITUTION SHALL BE SUBMITTED TO L120 FOR APPROVAL PRIOR TO INSTALLATION. <br />ET MAX-MNc <br />MINIMAX = MINIMUM/MAXIMUM <br />3) ANCHORS SHALL BE INSTALLED WITHIN 6" OR LESS FROM EACH END OF STEEL MEMBER. <br />OC=ON-CENTER <br />4) ADDITIONAL REQUIREMENTS PER ANCHOR MANUFACTURER. <br />Vivo= UNLESS NOTED OTHERWISE <br />LI20 ENGINEERING & DESIGN <br />