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/Or•I tf <br /> • P. JJECT NO. SHEET NO. <br /> S200803-2 SSK-01 <br /> PROJECT 2612 E Grand Ave, Everett, WA <br /> LONGITUDE SUBJECT NEW STEMWALL TO EXISTING STEMWALL <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY KJ DATE 11/25/20 <br /> CONCRETE WALL AND STEM FOOTING AND STEM WALL <br /> WALL - CONCRETE POUR 1 - CONCRETE POUR 2 <br /> T.O.C.=+0.0" #4 X 2'-4" REBAR, DRILL & EPDXY <br /> 4" INTO THE EXISTING STEM WALL W/ <br /> #4H 0 18" O.C. SIMPSON SET-XP <br /> • <br /> FLOOR _ J NEW FLOOR <br /> ELEVATION ELEVATION OR <br /> CONCRETE WALL <br /> #4 ATI PER PLAN/DETAILS, <br /> • / 8" TYP <br /> • <br /> (2) #4 IN FTG MIt 1'-10" LAP <br /> SPLICE II <br /> #4 X 2'-4" REBAR, DRILL & EPDXY <br /> 4" INTO THE EXISTING FOOTING, MID <br /> DEPTH SIMPSON SEr-XP EPDXY <br /> 3" CLR MIN FROM ALL <br /> REINF, TO SOIL WHERE <br /> FORMWORK IS NOT PRESENT <br /> NOTES: <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING <br /> SYSTEM BY OTHERS.GALVANIZATION PER ASTM 153/A123 IS <br /> RECOMMENDED. <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT <br /> CORROSION. <br /> L120 ENGINEERING&DESIGN <br /> 810\ <br />