13-1057-036EVIAL-11=02IN
a& w-
E-At-� i 1114L7 k-UN�1, FLA-) I I INL7 I u rErvlkNi 1 v
I l`T-r ly r n
r----DET/^IL Of EX15TING WIK'D
MFA
-1
U, iaiul'lLNsWiffx* m-
INAPPIFi Fun
EXISTING DROP DOWN T.B.
s WON CONTRACTOR TO VERJfY.
NEW 1 #5 BAR IN CENTER LINE REMOVE OUT51DE FACE
vollon- 11 =0111= 4111
• FILLED CELL. DRILL SHELL, INSTALL VERT. REINf.
EPDXY W1 1 #5 EMS. IN 0 t FULLY GROUT.
EMB. INTO EXISTING CONC. fOOTIN!apr
KNOCK Off THE EXISTING MASONRY WALL
USE HIGH STRENGTH EPDXY. IN THE WAY5HOWN
NEW 1 #5 BAR IN CENTER
Of FILLED CELL. DRILL 4
EPDXY W1 1 #5 DD LL W1 41 EMS. #5 VERT. REINF. IN FULLY
EMS. INTO EXISTING CONC, FOOTING GROUTED BLOCK CELL.
USE HIGH STRENGTH EPDXY.
12" x 12'x 314 STEEL PLATE REMOVE OUTSIDE FACE
/4" (fy=3G K51) W/4-3/4- 0 STEEL SHELL, INSTALL VERT. REINF.
STUD (G" LONG.) SEE DETAIL f- FULLY GROUT.
12" x 12" x 3/4" STEEL PLATE
(fy=3G K50 W/4-3/4"O STEEL
STUD (G" LONG.) SEE DETAIL "A"15-5.
TYP"
1/411 NEW CONC, 5LA5
1 #5 CONT,
THICKENED,5LAD EDGE.
SEE TYP, DETAIL ON 5-1
T YF. SITEEL COLUMN DETAIL,
NOTE: EXTERJOR STEEL COLUMN AND
PLATE5 MUST BE HOT DIPPED GALVANIZED,
L. Cu"'LUMN SICHEDULE
MARK
DIMS
BOTT. PLATE
TOP PLATE
REMARK5
SC
4'X 4"X 1/4"
12'X 12"X 3/4"
12'X 12" X 3/4"
SEE DETAIL ON 5-12
#5 DOWEL DF�JLLED INTW
DRILL 4- EPDXY #5-----
EXIST. CONC. BEAM
REDAR @ I G" O.C.
IN
w
0
A
polo,
7"EMB. � SET �WII t1IGH-
EMB. (TYP),
STRENGTH
'A
I FILL W1 5000
11 P51 CONCRETE.
oval
STRENGTH EXPDXY.
USE HIGH
EPDXY.
EX15TING 8"
lownwArd
WA
rd
A VA
bw
mr,
MASONRY WALL
TO REMAIN.
a& w-
E-At-� i 1114L7 k-UN�1, FLA-) I I INL7 I u rErvlkNi 1 v
I l`T-r ly r n
r----DET/^IL Of EX15TING WIK'D
MFA
-1
U, iaiul'lLNsWiffx* m-
INAPPIFi Fun
EXISTING DROP DOWN T.B.
s WON CONTRACTOR TO VERJfY.
NEW 1 #5 BAR IN CENTER LINE REMOVE OUT51DE FACE
vollon- 11 =0111= 4111
• FILLED CELL. DRILL SHELL, INSTALL VERT. REINf.
EPDXY W1 1 #5 EMS. IN 0 t FULLY GROUT.
EMB. INTO EXISTING CONC. fOOTIN!apr
KNOCK Off THE EXISTING MASONRY WALL
USE HIGH STRENGTH EPDXY. IN THE WAY5HOWN
NEW 1 #5 BAR IN CENTER
Of FILLED CELL. DRILL 4
EPDXY W1 1 #5 DD LL W1 41 EMS. #5 VERT. REINF. IN FULLY
EMS. INTO EXISTING CONC, FOOTING GROUTED BLOCK CELL.
USE HIGH STRENGTH EPDXY.
12" x 12'x 314 STEEL PLATE REMOVE OUTSIDE FACE
/4" (fy=3G K51) W/4-3/4- 0 STEEL SHELL, INSTALL VERT. REINF.
STUD (G" LONG.) SEE DETAIL f- FULLY GROUT.
12" x 12" x 3/4" STEEL PLATE
(fy=3G K50 W/4-3/4"O STEEL
STUD (G" LONG.) SEE DETAIL "A"15-5.
TYP"
1/411 NEW CONC, 5LA5
1 #5 CONT,
THICKENED,5LAD EDGE.
SEE TYP, DETAIL ON 5-1
T YF. SITEEL COLUMN DETAIL,
NOTE: EXTERJOR STEEL COLUMN AND
PLATE5 MUST BE HOT DIPPED GALVANIZED,
L. Cu"'LUMN SICHEDULE
MARK
DIMS
BOTT. PLATE
TOP PLATE
REMARK5
SC
4'X 4"X 1/4"
12'X 12"X 3/4"
12'X 12" X 3/4"
SEE DETAIL ON 5-12
w
SCALE : 112"= P-0"
Hr
11
L
GROUND LEVEL