13-646-066R
TYPICAL SLAB-ON-GRADE
4
12.
BASE PL BELCQ
jDAIL
COLUMN ISOLATION JOINT
NOT TO SCALE
41,
1,
I
1+
1-11
ALL TEN
VOID FORMS SH EX D
NZ
-- YgALILU
'40
055
12' CMU WALL REINF W/ #6 BARS
12" CMU WALL
12""
CMU W'
2'-0" MIN ON EITHER SIDE
VENEER
AT SIM
A
@ 24" OC GROUT CELLS SOLID
:2
cn
OF OPENING (OMIT @ SIM)
�2
RE: CIVIL FOR
RE: ARCH
0
0
12" OC ABOVE VOID FORMS —
Iii
12" CMU WALL
RE.- SITE DWGS FOR SIDEWALK —
JOINT FILLER
EXTERIOR
FLOOR SLAB
FLOOR SLAB
C)
RE: CIVIL
#3x5'-O" @ 12" OC IN ADDITION
1 1/2- NON-SHRINK GROUT
TO REINF IN PLAN 2'-0" BEYOND
-.,-RE. F001ING SCHEDULE
GRADE/PAVING
ENTRY EA SIDE
RE: PLAN
FIN FLR ELEV
FOR REINFORCING
FIN FLR ELEV
FIN FIL EL O'_O"lk
FIN FLR ELEV
>
RE: PLAN
M <
OL
CL r-
.0-
EQ
l'-O"
EQ
4" SPLIT
r,7
RE: PLAN
SPACING OF VERT WALL STEEL
FACE CMU
0.0 0 0
8" CMU BOND BEAM
12" CMU BOND BEAM
W/ (1) #5 BAR
0
TYP
W/ (2) #5 BARS
04 1) m
=
*T/FTG ELEV
75
EXIT WITH SIDEWALK
�v
MZ�lw:
l8"xl8* CONCRETE
BASE PLATE ON LEVELING NUTS
RE: PLAN
PILASTER W/ TIE
T/FTG ELEV
RE: FOOTING SCHEDL/x I
\-RE: FOOTING SCHEDULE
FOR SIZE OF REINF
FOR SIZE OF REINF
DOWELS TO MATCH WALL REINF SIZE
DOWELS TO MATCH WALL REINF SIZE
AND SPACING W/STD ACI 90' HOOK
AND SPACING W/STD ACI 90' HOOK
41,
1,
I
1+
1-11
ALL TEN
VOID FORMS SH EX D
NZ
-- YgALILU
'40
055
12' CMU WALL REINF W/ #6 BARS
2'-0" MIN ON EITHER SIDE
21-0"
AT SIM
A
@ 24" OC GROUT CELLS SOLID
:2
cn
OF OPENING (OMIT @ SIM)
�2
RE: CIVIL FOR
1/2-0 x 2'-0- SMOOTH BAR
0
0
12" OC ABOVE VOID FORMS —
00
RE.- SITE DWGS FOR SIDEWALK —
JOINT FILLER
EXTERIOR
W/ (2) #5 BARS
C)
#3x5'-O" @ 12" OC IN ADDITION
1 1/2- NON-SHRINK GROUT
TO REINF IN PLAN 2'-0" BEYOND
-.,-RE. F001ING SCHEDULE
GRADE/PAVING
ENTRY EA SIDE
RE: PLAN
BITUMASTIC PRESERVATIVE TYP
FOR REINFORCING
FIN FLR ELEV
' 4 //- 3/8" EXP JT
:A S- 3.1 SCALE: 1/2" = l'-O"
11
U- (D
Ai 11 E
SCALE: 1/2" = l'-O"
/_ 8" GROUT FILL
SCALE: 1/2" = l'-O"
I: 1 11 1
Ril i I W I i I liff4lbi I
11100
M, EXTERIOR WALL FOOTING
S-3.1) SCALE: 1/2- = l'-O-
m
Ot
NE: ARCH FOR
CLAB ELEV
AKIK
4" SPLIT
FACE CMU
if ffama-m
COAT COLUMN BELOW SLAB
TIVE
W/ BITUMASTIC PRESERVA TYP
ALL TEN
VOID FORMS SH EX D
NZ
-- YgALILU
'40
055
12' CMU WALL REINF W/ #6 BARS
2'-0" MIN ON EITHER SIDE
21-0"
AT SIM
A
@ 24" OC GROUT CELLS SOLID
:2
FILL BLOCK-OUT W/ CONCRETE
OF OPENING (OMIT @ SIM)
1/2- PREMOLDED
RE: CIVIL FOR
12" CMU BOND BEAM
0
COAT COLUMN, BASE PLATE AND
AFTER COLUMN ERECTION
JOINT FILLER
EXTERIOR
W/ (2) #5 BARS
C)
OL T/FTG ELEV
1 1/2- NON-SHRINK GROUT
-.,-RE. F001ING SCHEDULE
GRADE/PAVING
RE: PLAN
BITUMASTIC PRESERVATIVE TYP
FOR REINFORCING
FIN FIL EL O'_O"lk
FIN FLR ELEV
>
M <
OL
CL r-
.0-
EQ
l'-O"
EQ
DOWELS TO MATCH SIZE AND
r,7
RE: PLAN
SPACING OF VERT WALL STEEL
0.0 0 0
RE: SCHED
r2
0
TYP
SECTION AT ENTRANCE
04 1) m
=
AND
EXIT WITH SIDEWALK
�v
MZ�lw:
:A S- 3.1 SCALE: 1/2" = l'-O"
11
U- (D
Ai 11 E
SCALE: 1/2" = l'-O"
/_ 8" GROUT FILL
SCALE: 1/2" = l'-O"
I: 1 11 1
Ril i I W I i I liff4lbi I
11100
M, EXTERIOR WALL FOOTING
S-3.1) SCALE: 1/2- = l'-O-
m
Ot
NE: ARCH FOR
CLAB ELEV
AKIK
4" SPLIT
FACE CMU
if ffama-m
COAT COLUMN BELOW SLAB
TIVE
W/ BITUMASTIC PRESERVA TYP
i V - -1— .11
BASE PLATE SIZE
REFER TO 9/S-3.1
'40
055
COL BASE PLATE SIZE &
& ANCHOR ROD DIA
AT SIM
0 590111
ANCHOR ROD DIA
FILL BLOCK-OUT W/ CONCRETE
1/2- PREMOLDED
RE: CIVIL FOR
COAT COLUMN, BASE PLATE AND
AFTER COLUMN ERECTION
JOINT FILLER
EXTERIOR
g
ANCHOR ROD BELOW SLAB W/
1 1/2- NON-SHRINK GROUT
FLOOR SLAB
GRADE/PAVING
BITUMASTIC PRESERVATIVE TYP
FIN FIL EL O'_O"lk
FIN FLR ELEV
RE: PLAN FOR
OL
SLAB CONSTR
RE: PLAN
0.0 0 0
elm
(3) #3 TIES 0 2" OC
MZ�lw:
l8"xl8* CONCRETE
BASE PLATE ON LEVELING NUTS
PILASTER W/ TIE
T/FTG ELEV
AND 1 1/2" NON-SHRINK GROUT
lip=
RE: PLAN
--,,,--RE: FOOTING SCHEDULE
(8) 16 VERT FOR REINFORCING
W/ STD ACI 90' HOOK CONTINUOUS FOOTING REINF
_�I r \ I V_ % MAY 81 USED TO
3' n SUPPLEMENT FOOTING
RE: FTG SCHED FOR E5
�!4 In fli D REINFORCING
TIM,
NOT TO SCALE
1910r,111,011 in, 1141t14 Rif
XTERIOR WALL FOOTING-
5 -3.11 SCALE: 1/2- = 1'-0-
AN
RE: ARCH
RE: CIVIL
SCALE: 1/2" = l'-O"
RE: ARCH
RE: CIVIL-
�A=t0l[L%T=
w
12 CMU WALL
REINF W/ #6's @ 24" OC CENTERED
GROUT CEH S SOLID AT VERT
REINF & BELOW FINISH FLOOR
(4'-0- LIFTS MAX)
S-3.lJ SCALE: 1/2" = l'-O"
imm