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nMASONRY WALL CUT OUT <br />� NTS ° <br />1) #5 BARS VERTICAL <br />'EINF. IN GROUTED CELL <br />—EXISTING WALL <br />e . <br />CONC. FILLED CELLS (TYP.) <br />W/ #5 REBAR DRILLED INTO <br />EXISTING FOUNDATION 4" MIN. <br />FASTENED W/ SET EPDXY <br />a 1 a` 4< n a • I" a d <br />^ SEE FOUNDATION PLAN AND <br />DETAILS FOR ALL SPECIFICATIONS <br />I� <br />w <br />S <br />Ln <br />O <br />W K <br />E <br />c] <br />W N <br />00 <br />S <br />z <br />z <br />O <br />0 <br />6 <br />E <br />C <br />Q N <br />C I�7 <br />C <br />w <br />p <br />O N <br />= Z <br />In <br />+. U <br />C <br />r a <br />cz <br />a <br />z <br />Q) <br />U a N <br />p <br />pCD <br />n <br />z <br />J <br />Q o <br />z z <br />O <br />O n <br />Q <br />0 <br />Q Z <br />o <br />U O <br />Q <br />❑_ <br />ZCD <br />_v 3 <br />3 <br />x <br />L <br />N <br />O <br />~ CD <br />O <br />u <br />c -p c 0� <br />L p o <br />o 'm <br />C <br />c <br />w V) n <br />Z <br />D U <br />U � <br />C <br />L E <br />p <br />c� <br />w <br />o w <br />w o <br />� o <br />u_ <br />CD <br />w a <br />z z <br />J <br />co w <br />r <br />N u � <br />�z <br />J cD Q <br />wElf <br />LJi N X W <br />S <br />Q z <br />Y = z <br />_ � o <br />> <br />w <br />O m CD ^ ~ <br />p N a <br />L Z J <br />m O o Q <br />Ln w <br />ow �� o Q <br />,� a z <br />N N vS w <br />N Ln ~ � <br />J o <br />O a <br />m ( N = o <br />O = 0 w <br />cD <br />cc <br />d Of <br />V 2 <br />W <br />U- W <br />v` v7 <br />,5 W <br />� U <br />G J <br />Z W <br /><1 <br />_a <br />0 <br />z <br />1 <br />q Z <br />w w <br />0 ~ <br />o a <br />w w <br />Q a <br />J <br />W s <br />W <br />W Z <br />O � <br />F- w <br />w = <br />cn � <br />w O <br />Q-) <br />o <br />__j <br />m <br />cf) <br />uLJ <br />o <br />o <br />w <br />cn <br />a <br />N <br />n <br />F LF NAME: <br />BREAKFAST <br />STATION <br />D�=N BY <br />NWN <br />JTB No.: <br />1u.999.29 <br />DaTE: <br />04/09/14 <br />SCALE: <br />AS NOTED <br />SHEET: <br />S3 <br />