13-82-0100
r
C14
6�" ADD 1 #5 X 2'-6" X 2'-6-
CORNER BAR AT EA. CORNER.
TYP. FOOTING CORNER
0
d!
NO HIWES lit RE Oil SIL COLS. & —
PLATES EXCEPTS THE REQ'D HOLES FOR
AIR REILIEF- 1/4- HOLE 0 36-
0
k il iiiiiii, -
iiiiiiii ��Ce lit
lilli
N.T.S.
CONC. PEDESTAL SECONDARY POUR
4m CONCRETE B SLA REINF.
AS PER PLAN
1' -a"
rx— 8" 'YX
p'-
L 8" L
TYP. TIE BEAM AND
'!oRffiNWGOR DOOR
0
OW111155 BOTTOM &
affl NTERM. EVERY 12 ' O.C.
WAT11 I 090-A a 8=0 . I
CONC. FTG. SEE
SCHEDULE FOR
SIZE & REINF.
TYP. CONC. COLUMN DETAIL
SCALE 3/40 = l' -O"
6"
BEAM
SCHEDULE
REINFORCING
STIRRUPS
ACING
I VA&I
1111
mimm"A
4 012- O.C.
EE,
BAL
0 48*
0
r
C14
6�" ADD 1 #5 X 2'-6" X 2'-6-
CORNER BAR AT EA. CORNER.
TYP. FOOTING CORNER
0
d!
NO HIWES lit RE Oil SIL COLS. & —
PLATES EXCEPTS THE REQ'D HOLES FOR
AIR REILIEF- 1/4- HOLE 0 36-
0
k il iiiiiii, -
iiiiiiii ��Ce lit
lilli
N.T.S.
CONC. PEDESTAL SECONDARY POUR
4m CONCRETE B SLA REINF.
AS PER PLAN
1' -a"
rx— 8" 'YX
p'-
L 8" L
TYP. TIE BEAM AND
'!oRffiNWGOR DOOR
0
OW111155 BOTTOM &
affl NTERM. EVERY 12 ' O.C.
WAT11 I 090-A a 8=0 . I
CONC. FTG. SEE
SCHEDULE FOR
SIZE & REINF.
TYP. CONC. COLUMN DETAIL
SCALE 3/40 = l' -O"
6"
3" 3"