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11 of26 <br /> PROJECT NO. SHEET NO44 <br /> O` S210827-2XR SSK-02 <br /> %"Niftm�il PROJECT 5420 GLENWOOD AVE, EVERETT WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 08/31/2021 <br /> STEEL ANGLE INSTALLATION AT(E)CMU STEM WALL: <br /> I <br /> -,- t . I , co> <br /> ppwwws ANCH R PER OTE 2 TYP II—'� <br /> 1 = z 4:.r..i v I._. Y -E Y S F Y _ 8 :1ewri� Y r' , <br /> • a' I i s s COIC FTG a s a t I o s t <br /> L 2 W <br /> i c� ANCHOR SPACING, r <br /> .. L FA1 6 s 12"00C MAX UNO- I <br /> I <br /> 1 SUPPLEMENTAL ANGLE I <br /> I L6x6x318 x 4'-0" ; <br /> i CENTER ON PILE <br /> ' I <br /> PILE AND CONNECTIONS PER i <br /> R&R FOUNDATION SPECIALISTS,TYP <br /> NOTES: ABBREVIATION& <br /> 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 518110 SIMPSON TITEN HD SCREW ANCHORS W1411 MINIMUM EMBEDMENT INTO EAR EACENTERED <br /> CONCRETE.ANY SUBSTITUTION SHALL BE SUBMITTED TO L120 FOR APPROVAL PRIOR TO INSTALLATION. MIGG=FxOOTING nwMAxI M <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. No=UNLESS NOTED OTHERWISE <br /> L120 ENGINEERING&DESIGN <br />