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6" <br />(E) GRADE BEAM <br />TO REMAIN <br />EPOXY DRILL INTO GRADE BEAM #4 <br />BARS w/ HILTY HIT-HY 200 V3 EPOXY <br />OR EQUIVALENT. MIN 6" EMBEDMENT <br />#5 AT 18" OC. <br />TOP AND BOTTOM <br />6'-9" <br />1'-6" <br />4" <br />(E)COLUMN TO REMAIN <br />3"3" <br />2'-7" <br />1' <br />- <br />2 <br />" <br />(E)PILE FOUNDATION <br />TO REMAIN <br />1' <br />- <br />2 <br />" <br />3" <br />2'-7" <br />3" <br />4" <br />(N) 12x12x3/4" <br />HSS TUBE <br />(E) CMU COLUMN REPAIR <br />PER MAIN DETAIL <br />(N)6'-9" SQ. FOOTING f'c=3000 psi <br />(E)CONCRETE BEAM <br />1' <br />- <br />2 <br />" <br />6'-9" <br />(E)CMU WALL TO <br />RAMIAN <br />12 - #7 REBARS. <br />EPOXY DRILL INTO GRADE <br />BEAM #4 BARS w/ HILTY <br />HIT-HY 200 V3 EPOXY OR <br />EQUIVALENT. MIN 6" <br />EMBEDMENT <br />AA <br />B (E)GRADE BEAM <br />TO REMAIN <br />(N)3/4" STL. BASE PL. W/(4) <br />3/4" Ø HILTI KB-TZ2 <br />ANCHORS W/3.75" EFFECT. <br />& 4,5" NOM. EMBED TOP & <br />BOTTOM (ESR-4266) <br />B <br />REPAIR CMU COLUMN <br />PER PLAN <br />(N)6'-9" SQ. FOOTING f'c=3,000 psi <br />6'-9" <br />2" <br />, <br /> <br />T <br />Y <br />P <br />2' <br />1'-6" <br />(E)CMU WALL FOOTING <br />TO REMAIN <br />1'-8" <br />6' <br />- <br />9 <br />" <br />FR <br />E <br />N <br />C <br />H <br /> <br />P <br />A <br />R <br />K <br />PL <br />A <br />Z <br />A <br /> <br />H <br />O <br />A <br />40 <br />8 <br /> <br />E <br />. <br /> <br />C <br />I <br />V <br />I <br />C <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />D <br />R <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />NO <br />. <br /> <br /> <br /> <br />D <br />A <br />T <br />E <br />K <br />ST <br />A <br />M <br />P <br />: <br />KH <br />A <br />T <br />R <br />I <br /> <br />I <br />N <br />T <br />E <br />R <br />N <br />A <br />T <br />I <br />O <br />N <br />A <br />L <br />, <br /> <br />I <br />N <br />C <br />. <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />DATE ISSUED: <br />CL <br />I <br />E <br />N <br />T <br />: <br />DRAWN BY: JA <br />SHEET NO: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />I <br />N <br />G <br /> <br />C <br />I <br />V <br />I <br />L <br /> <br /> <br />& <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />R. <br />C <br />. <br />E <br />. <br /> <br /># <br /> <br />4 <br />0 <br />8 <br />3 <br />3 <br />, <br /> <br />S <br />E <br /> <br /># <br /> <br />4 <br />3 <br />9 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />6 <br />4 <br />4 <br />0 <br /> <br />S <br />k <br />y <br /> <br />P <br />o <br />i <br />n <br />t <br />e <br /> <br />D <br />r <br />. <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />1 <br />4 <br />0 <br />- <br />2 <br />9 <br />9 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />L <br />a <br />s <br /> <br />V <br />e <br />g <br />a <br />s <br />, <br /> <br />N <br />V <br /> <br />8 <br />9 <br />1 <br />3 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />P <br />: <br /> <br />( <br />6 <br />2 <br />6 <br />) <br /> <br />3 <br />5 <br />1 <br />- <br />4 <br />8 <br />3 <br />0 <br /> <br /> <br /> <br />dk <br />h <br />a <br />t <br />r <br />i <br />@ <br />a <br />o <br />l <br />. <br />c <br />o <br />m <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />h <br />t <br />t <br />p <br />: <br />/ <br />/ <br />w <br />w <br />w <br />. <br />k <br />h <br />a <br />t <br />r <br />i <br />n <br />t <br />e <br />r <br />n <br />a <br />t <br />i <br />o <br />n <br />a <br />l <br />. <br />c <br />o <br />m <br />JULY 1, 2025 <br />FR <br />E <br />N <br />C <br />H <br /> <br />P <br />A <br />R <br />K <br /> <br />P <br />L <br />A <br />Z <br />A <br /> <br />H <br />O <br />A <br />C/ <br />O <br />: <br /> <br />M <br />O <br />N <br />I <br />C <br />A <br /> <br />S <br />A <br />N <br />D <br />O <br />V <br />A <br />L <br />TR <br />I <br />T <br />Z <br /> <br />P <br />R <br />O <br />F <br />E <br />S <br />S <br />I <br />O <br />N <br />A <br />L <br />MA <br />N <br />A <br />G <br />E <br />M <br />E <br />N <br />T <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />15 <br />2 <br />5 <br /> <br />E <br />. <br /> <br />1 <br />7 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />A <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />D-3 <br />1 COLUMN 52 FOOTING VIEW POINT DETAIL <br />SCALE: 1"=1'-0" <br />3 B-B COLUMN 21 FOOTING DETAIL <br />SCALE: 1-1/2" = 1'-0" <br />7/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />5 <br />1 <br />7/01/20251REV <br />2 A-A COLUMN 52 FOOTING DETAIL <br />SCALE: 3/4"=1'-0"