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i <br />2 <br />3 <br />0 <br />C <br />I? <br />3 <br />0 <br />c+) <br />co <br />0 <br />rn <br />co <br />Go <br />r- <br />U <br />c� <br />16 <br />0 <br />U) <br />co <br />0 <br />A <br />co <br />a <br />J <br />LL. <br />7L <br />f- <br />f- <br />EXIST. CMU <br />#5 REBAR EA. JAMB <br />INTO EXIST. FOOT[ <br />SIMPSON "SET-XP' <br />GROUT SOLID ALL AF <br />v <br />c: <br />z <br />a <br />c <br />c <br />c <br />a <br />a <br />LL <br />LL <br />U. <br />CVtOT MP%1.1r% MCA\I <br />NEW OPENINGS IN EXIST. 8" CMU WALL <br />SCALE: 1 /2" = 1'-0" <br />/CFF Apm nFlAWINPS1 <br />SECTION AT NEW STAIR <br />SCALE: 3/4" = 1'-0" <br />!"O.C. E.W. <br />& EPDXY INTO <br />3OND BEAM W/ <br />IN SET-XP EPDXY <br />P CMU LINTEL W/ <br />L EXTEND LINTEL <br />.YOND OPENING <br />)E <br />:XIST. CMU <br />IAMB <br />:IST. FINISH FLOOR <br />INTERIOR <br />EXTERIOR <br />CUT FACE SHELL OF EXISTING CMU. <br />INSTALL #5 BARS (AS SHOWN ON <br />ELEVATION) FROM EXISTING <br />FOUNDATION TO NEW OR EXISTING <br />BOND BEAM. EPDXY DOWEL INTO <br />NEW OR EXISTING BOND BEAM. <br />GROUT SOLID. TYPICAL - BOTH SIDES <br />OF EACH WINDOW OR DOOR <br />/1l7CAllAlh <br />SECTION AT NEW <br />DOOR OPENING IN CMU WALL <br />�LJ SCALE: 3/4" = 1'-0" <br />(E) FOOTING <br />N SLAB E SLAB <br />Y2"0 x 1'-6" LONG SMOOTH BAR <br />DOWELS @ 16" O.C. <br />DO NOT EPDXY INTO EXIST. <br />CONCRETE <br />SLAB DOWEL DETAIL <br />SCALE: 3/4" = 1'-0" <br />SEE 2/S3.0 FOR SLAB <br />CONSTRUCTION JOINT <br />#3 @ 12" O.C. E.W. <br />G — <br />" G <br />r. <br />(2) - #4 CONT. <br />8" <br />SECTION AT SLAB EDGE <br />SCALE: 3/4" = 1'-0" <br />(2) - #5 T&B <br />GROUT SOLID <br />EXIST. 8" CMU WALL <br />EXIST. REINF. <br />VERIFY <br />V/ ARCH.) q <br />NEW DEEP BOND BEAM DETAIL <br />SCALE: 3/4" = 1'-0" <br />%"CHAMFER <br />(TYP. ) <br />00 <br />EXISTING FINISH GRADE <br />(FIELD VERIFY) <br />0 <br />T <br />0 <br />T <br />3" <br />CLR. <br />PYR) <br />T-O- <br />� CMU WALL BEYOND <br />T-O- <br />#4 EPDXY DOWELS @ 24" O.C. <br />#5 CONT. <br />T/NEWS B 5 <br />SIDEWALK — I (MATCH EXIST.) S3 0 <br />(SEE ARCH.) <br />1 I F.F.E. <br />�N <br />#3 @ 12" O.C. g <br />EACH WAY <br />GROUT SOLID <br />BELOW GRADE <br />(TYP. ) <br />EXISTING FOOTING TO REMAIN <br />(SIZE & DEPTH IS ASSUMED) <br />SECTION AT NEW <br />DOOR OPENING IN CMU WALL <br />SCALE: 3/4" = 1'-0" <br />VERIFY W/ ARCH. <br />NEW 4" CONC. SLAB W/ <br />#3 @ 12" O.C. EACH WAY <br />�#4@12"O.C. <br />NEW CONC. WALL W/ <br />#4 @ 12" O.C. EACH WAY <br />#4 DOWELS @ 12" O.C. <br />(3) - #5 CONT. <br />#5 @ 12" O.C. <br />SECTION AT NEW DOCK /RAMP WALL/SLAB <br />SCALE: 3/4" = 1'-0" <br />3000 PSI CONCRETE, <br />MATCH EXISTING <br />TREAT EXPOSED SOIL <br />THICKNESS. REINFORCE <br />WITH LOCAL AND STATE <br />W/6"x6" W1.4xW1.4 WIRE <br />EPA APPROVED <br />MESH <br />TERMIDICIDE PRIOR TO <br />PLACEMENT OF NEW <br />VAPOR BARRIER <br />10 MIL POLY VAPOR <br />#4 x10" REBAR @32"O.C. <br />BARRIER OVER CLEAN <br />EMBED 5" INTO EXISTING <br />COMPACTED FILL. AS REO'D. FOR <br />SLAB W/ SET-XP EPDXY. <br />OVERLAP NEW AND <br />STAGGER 16" OPPOSITE <br />EXISTING V.B. EDGES INSTALLATION <br />SIDES OF INFILL SLAB <br />AND SEAL WITH MANUF. <br />JOINT TAPE <br />EXISTING SLAB TO REMAIN <br />O <br />F.F.E. <br />OL <br />RCN <br />4" COMPACTED <br />x ,"',, <br />GRANULAR <br />Q Y <br />BASE <br />c.. <br />TYPICAL SLAB REPAIR DETAIL <br />SCALE: N.T.S. <br />SEE PLAN <br />/-4" (E) SLAB (ASSUMED) <br />ASSUMED EXISTING FOOTING <br />& WALL, SIZE, LOCATION & <br />CONFIGURATION. FIELD <br />VERIFY AS NECESSARY <br />(TYPICAL) <br />_o <br />�Ld <br />LL <br />(n N O 4- <br />T <br />N M T � <br />~ <br />m co <br />L H <br />LL <br />Q <br />LL <br />J <br />ti co r-- <br />z to <br />Z <br />O <br />F- <br />_d <br />IX <br />U) <br />w <br />w <br />w <br />W <br />Q <br />ui <br />Q <br />od <br />U) <br />z <br />O <br />ISSUED FOR: <br />PERMIT <br />03.14.19 <br />BID <br />03.14.19 <br />CONSTRUCTION <br />04.26.19 <br />REVIEW SET <br />03.14.19 <br />JOB NO. <br />18390 <br />S3mO <br />