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13 of 40 <br /> PROJECT NO. SHEET NO. <br /> S200803-3 SSK-02 <br /> PROJECT 2126 Rucker Ave, Everett, WA 98201 <br /> LONGITUDE SUBJECT Supplemental Steel Installation <br /> ONE TWENTY �T 11/16/2020 <br /> ENGINEERING&DESIGN BY DATE <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 /> \ w <br /> ANCHOR PER�IOTE 2,GYP co�csrEn�WALL o <br /> f LL <br /> 0 <br /> F 1 <br /> ° ° ° A A 2 <br /> CONC FTG <br /> <u 0 <br /> Q CO 4 <br /> ANCHOR SPACING, co a up <br /> S=12"OC MAX UNO <br /> SUPPLEMENTAL CHANNEL <br /> C6x8.2 UNO I CHANNEL TO EXTEND <br /> BEYOND PILE @ EA END; <br /> TYP <br /> PILE AND CONNECTIONS PER MIN AT CORNERS <br /> R&R FOUNDATION SPECIALISTS,TYP <br /> ABBREVIATIONS <br /> NOTES: 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 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. MTGG=FOOTING MAxImum <br /> 3)ANCHORS SHALL BE INSTALLED WITHIN 6"OR LESS FROM EACH END OF STEEL MEMBER. oc=ON-CENTER <br /> CAL <br /> 4)ADDITIONAL REQUIREMENTS PER ANCHOR MANUFACTURER. NO=UNLESS NOTEDOTHERWISE <br /> L120 ENGINEERING&DESIGN <br />