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13 of 34 <br /> PROJECT NO. SHEET NO. <br /> S210203-1 XR SSK-02 <br /> PROJECT 2006 Oakes Ave, Everett, WA 98201 <br /> LONGITUDE SUBJECT Supplemental Steel Installation <br /> ONE TWENTY ZT DATE 5/10/2021 <br /> ENGINEERING&DESIGN BY <br /> STEEL CHANNEL INSTALLATION AT(E)CONCRETE STEM WALL: <br /> STEEL SHALL BE CONTINUOUS <br /> WHERE POSSIBLE; <br /> IF REQ'D,JUNCTION BTWN <br /> SEGMENTS TO BE CTRD ON PILE; <br /> JUNCTION NOT TO OCCUR AT <br /> CORNER-ADJACENT PILES <br /> V b. ' COd�CSTEMWd,L1 \ 0w <br /> ° VANCtb RPR ROTE� TYP p ° vc�__ �, <br /> Q(� <br /> d 1 <br /> CPiAPf � <br /> • A• :_�. . 4 A e A A e I d CONC FTG <br /> d - d t ' d • d d • d A e • e i d. d • <br /> Q O <br /> li <br /> i <br /> Ill I / / - t Q <br /> ANCHOR SPACING, Q to <br /> I s <br /> S=12"OC MAX UNO 1 ' <br /> L t — <br /> L i i -• ' I <br /> SUPPLEMENTAL CHANNEL <br /> C6x8.2 UNO <br /> I �CHANNEL TOEXTEND <br /> I 1 BEYOND PILE @ EA END; <br /> n <br /> PILE`AND CONNECTIONS PER 24"MIN AT CORNERS <br /> _ �,— -_ _ MIN TYP,R&R FOUNDATION SPECIALISTS,TYP .i - . - <br /> T <br /> ABBREVIATIONSNOTES: CMU=CONCRETE MASONRY UNIT <br /> 1)ALL STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED FOR EXTERIOR USE. CONC=CONCRETE <br /> CTRD=CENTERED <br /> 2)ALL ANCHORS SHALL BE 5/8"0 SIMPSON TITEN HD SCREW ANCHORS W/4"MINIMUM EMBEDMENT INTO EA.EA MIW FOOTING <br /> CONCRETE.ANY SUBSTITUTION SHALL BE SUBMITTED TO L120 FOR APPROVAL PRIOR TO INSTALLATION. MAX=M�NIMUMMIAXIMuM <br /> 3)ANCHORS SHALL BE INSTALLED WITHIN 6"OR LESS FROM EACH END OF STEEL MEMBER. oc=ON-CENTER <br /> TYP=TYPICAL <br /> 4)ADDITIONAL REQUIREMENTS PER ANCHOR MANUFACTURER. UNO=UNLESS NOTED OTHERWISE <br /> L120 ENGINEERING&DESIGN <br />