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11 of 24 <br /> PROJECT NO. SHEET NO. <br /> i'i' S201 11 0-3XR SSK-02 <br /> �.......�� PROJECT 110 118th Ave, Seattle, WA <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° PAM 04/21/21 <br /> ENGINEERING&DESIGN BY DATE <br /> STEEL ANGLE INSTALLATION AT(E)CMU STEM WALL: <br /> I I I I I I I I I I I I bourgitWALL <br /> �, I I I I I I I I I <br /> I I I Is ANCHOR PER�VOTE 2ITYP I I I I I <br /> • <br /> s s s s 1gas/6CC FTG , s s s s s s s <br /> e--- ----e-=--• <br /> \_F O- 0 <br /> z <br /> 0 ANCHOR SPACING, <br /> rrl o S=12"OC MAX UNO <br /> ,:t' U <br /> SUPPLEMENTAL ANGLE <br /> L6x6x5/8 x 4'-0" <br /> CENTER ON PILE <br /> PILE AND CONNECTIONS PER <br /> 1\ <br /> R&R FOUNDATION SPECIALISTS,TYP <br /> ASSREWITIONS: <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 EAR EACHNTERED <br /> CONCRETE.ANY SUBSTITUTION SHALL BE SUBMITTED TO L120 FOR APPROVAL PRIOR TO INSTALLATION. FmTI O NIMUMINAXmum <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 />