12-272-00894' -^,1
1y2" CL. 1y2" CL.
#3 TIES #3 TIES �•
8" O.C. 0 8" O.C. ;; ;:. U
..
#5'$ r ,� #51 S
4 BARS /1 TIE 7 BARS /2 TIES
SC / TC CTC
TYPICAL COLUMN DETAIL
3/4" = 1' -0"
PROVIDE
2 #5
X 5' -0"
CORNER BARS
BENT 30—
IN
EACH
WAY,
90 HOOK AT ALL
TOP BARS
BEAM BARS
SEE SCHEDULE
(TOP PLANE SHOWN)
TYPICAL TIE BEAM
CORNER PLAN
N.T.S.
DRILL AND EPDXY 2 #3 x 8" LONG
BAR, IF COLUMN IS FOUND. IF NOT,
WHERE EXISTING CMU OCCURS PROVIDE
1 %5 %16 GA GALV. CORRUGATE ANCHORS
O 16" VETR., ATTACH TO EXISTING
CMU OR CONC. WITH 3/16" DIA. TAPCONS
W/ 1 -1/4" EMBED. INTO EXISTING
CMU OR CONCRETE
EXISTING BLOCK WALL
CONC. COL.
EXISTING C.M.U. OR
CONCRETE COLUMN DBL. TIES
2 a
<r�
NEW COLUMN
TO EXIST. WALL
CONNECTION DTL.
(STARTED COLUMN
N.T.S.
DBL. TIES
EXISTING CONC. BEAM
NEW CONC. BEAM
313 STIRRUPS • 3"
\_2 #7 TOP & BOTT. DOWELS x 2' -t" fe — — � 0
O
DRILLED INTO EXIST. CONC. BEAM 2#r DOWELS DRILLED INTO W
FOR G' k SET INTO EPDXY GROUT `EXIST. CONC. FTG. FOR 6" `.
o
SET INTO EPDXY GROUT 0
NEW CONC. BEAM TO EXIST. NEW CONC. FTG. TO EXIST. ." VAPOR BARRIER
CONC. BEAM CONN. DETAIL CON C. FTG. CONN. DETAIL THICKENED EDGE DTL.
N.T.S. N.T.S. 3/4„ - 1 , -o„ �
TIE BEAM EXISTING ADDITION
— +
----- ---- -I -- I-
\-12" N HOOK 6" BELOW CTC _ _
TOP OF TB (TYP.) - EXIST. FOOTING WF -24
I I s -1 I
FLOOR LINE z I I N
oI Q
EXIST. WALLS
L V L TO BE DEMOLISHED \ 6
cn
wI I I
TYPICAL COLUMN F -4.0 8 -4.0
SPLICE DETAIL — TC
N T S I T�
Lr�l I
FOOTING SCHEDULE
• `G'THICK CONC. SLAM
• i i i • • • c
REINFORCING
REMARKS
N
SW
CONT.
• Vx %x6- J0 /1DWWM
WF -24
24 "x12"
BOTTOM BARS
o
3 #5
:ONC. GRADE BEAM
• • n •
• • • • •
4'- 0 "x41- 0 11x1' -0"
1 7 #5
cV
co
Lo
I ---
1 #5 CONT.
SAME AS
2 #5
LLI
2 #5
SC
GRADE BEAM
1 0 48" THRU
4 #3 0 12 ® CORNERS
P
lh
STARTED COLUMN
SEE DETAIL 2/S-1)
•u
� •r u •
C)
�
BALANCE * 48" O.C.
f
„ „
12 x18 /12
NOW
6..
3#6 BENT 36"
DN. INTO C!.; "...
cn
3#7 2 -12' LONG
1 -3' INTO TB
3
„
0 8 THRU
HAUNCH BEAM
B -2
12 "x18"
LZ
�;• f . "1 -ICI
�II
�
�
a
1
3
_ IT Z I
—
II JIL II
— - —
- _
- ••u•
Y
Lo
\_2 #7 TOP & BOTT. DOWELS x 2' -t" fe — — � 0
O
DRILLED INTO EXIST. CONC. BEAM 2#r DOWELS DRILLED INTO W
FOR G' k SET INTO EPDXY GROUT `EXIST. CONC. FTG. FOR 6" `.
o
SET INTO EPDXY GROUT 0
NEW CONC. BEAM TO EXIST. NEW CONC. FTG. TO EXIST. ." VAPOR BARRIER
CONC. BEAM CONN. DETAIL CON C. FTG. CONN. DETAIL THICKENED EDGE DTL.
N.T.S. N.T.S. 3/4„ - 1 , -o„ �
TIE BEAM EXISTING ADDITION
— +
----- ---- -I -- I-
\-12" N HOOK 6" BELOW CTC _ _
TOP OF TB (TYP.) - EXIST. FOOTING WF -24
I I s -1 I
FLOOR LINE z I I N
oI Q
EXIST. WALLS
L V L TO BE DEMOLISHED \ 6
cn
wI I I
TYPICAL COLUMN F -4.0 8 -4.0
SPLICE DETAIL — TC
N T S I T�
Lr�l I
FOOTING SCHEDULE
MARK
SIZE (L X W X H )
REINFORCING
REMARKS
LW
SW
CONT.
TRANSV.
WF -24
24 "x12"
BOTTOM BARS
MID BARS
3 #5
#4 O 12"
ELEV. TOP OF FTG. TO MATCH EXISTING
F -4.0
4'- 0 "x41- 0 11x1' -0"
1 7 #5
1 7 #5
1 —
I ---
8 "x12"
BEAM SCHEDULE
MARK
SIZE (IN
ELEV.
REINFORCEMENT
STIRRUPS
REMARKS
MARK
SIZE
TOP OF
REMARKS
BOTTOM BARS
MID BARS
TOP BARS
' A "
#
SPACING
LL
CONC. COLUMN
BEAM
8 "x12 %12"
TB
8 "x12"
SAME AS
2 #5
2 #5
SC
3
1 0 48" THRU
4 #3 0 12 ® CORNERS
EXIST. TB
STARTED COLUMN
SEE DETAIL 2/S-1)
1
BALANCE * 48" O.C.
B -1
„ „
12 x18 /12
NOW
6..
3#6 BENT 36"
DN. INTO C!.; "...
cn
3#7 2 -12' LONG
1 -3' INTO TB
3
„
0 8 THRU
HAUNCH BEAM
B -2
12 "x18"
3 #7
—
3 #6
1
3
0 8" THRU
COLUMN SCHEDULE
MARK
SIZE (IN
CONCRETE COL. REINF.
STEEL COLUMN
COLUNM
STARTS
REMARKS
VERT. BARS
TIES
BASE PLATE
CAP PLATE
TC
8 "x12"
4 #5
#3 08"
O
LL
CONC. COLUMN
CTC
8 "x12 %12"
7 #5
#308"
CONC. COLUMN
SC
8"x12"
4 #5
1 #3 08"
L
STARTED COLUMN
SEE DETAIL 2/S-1)
1x4 P.T. WOOD BUCK W/
1/4"x1-3/4" TAPCON SCREW
REINF. GROUTED 0 4" O.C. FROM THE ENDS &
CELL (TYP.) @ 15" O.C. MAX. ELSEWHERE
w / #5 VERT.� (TYP. MIN. REQ.) (EMBBEDED
I IN CAULKING) I
C.B.S.
WALL IMPACT RESIST.
GLAZING OR
STORM
SHUTTER REQ'D.
(PRODUCT CONTROL APPROVAL
AND A SEPARATE BLDG. PERMIT REQ'D.)
NEW DOOR 8c
- WINDOW BUCK DETAIL
% 3/4" - 1, -o„
I-" CONC. SLAB W/
ix6 10/10 W.W.M.
VAPOR BARRIER
z I
Q
uz Tire 1-N 4 P,
DROP BEAM DTL.
3/4„ = 1' -o"
WF -24 CONC. FOOTING
(SEE FOOTING SCHED.)
NALL FOOTING DTL.
3/4P, = 1 > -o„
8 "x12" W/ 4 #5
) 2 #5
I EXIST. FOOTING
I IIII � I
LLI
0
Ir
z
FI
O�
Tq
F-
O
LL
W
cif
cn
uz Tire 1-N 4 P,
DROP BEAM DTL.
3/4„ = 1' -o"
WF -24 CONC. FOOTING
(SEE FOOTING SCHED.)
NALL FOOTING DTL.
3/4P, = 1 > -o„
8 "x12" W/ 4 #5
) 2 #5
I EXIST. FOOTING
I IIII � I
x I I r-I
to
i I . N
V) I EXIST. WALLS I I I -
TO BE I I I
~
`n DEMOLISHED
I I
LU III
F -4.0 EXIST. FOOTING
TC — I
LCT
T. E. —1
6' -4"
I N
I
z
izz I
I 4" CONC. SLAB W/ 6x6
0 10/10 W.W.M.,
ON 6 MIL VAPOR BARRIER,
I TYPICAL OVER WELL COMPACTED
cn
x I I FILL (MINIMUM 98%
UJI
OF MAXIMUM DENSITY)
o
I � N
I
I LL
2 ,A
s -1
— EXIST. FOOTING—
t10' --10"
EXISTING ADDITION
TERMITE PROTECTION:
AS PER F.B.C. 1816.1 BUILDING SHALL HAVE PRE— CONSTRUCTION
TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN
ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
"FLORIDA DEPARTMENT OF AGRICULTURE AND CONUSMER
SERVICES." A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO
THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY PERFORMING THE TREATMENT,
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22' -0"
#5 VERT. CMU WALL
REINF. IN FULLY GROUTED
�
BLOCK CELL '
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TYP. AS INDICATED ON PLAN
SEE DTL. 11/S -2/�,
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to
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TO BE I I I
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`n DEMOLISHED
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F -4.0 EXIST. FOOTING
TC — I
LCT
T. E. —1
6' -4"
I N
I
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I 4" CONC. SLAB W/ 6x6
0 10/10 W.W.M.,
ON 6 MIL VAPOR BARRIER,
I TYPICAL OVER WELL COMPACTED
cn
x I I FILL (MINIMUM 98%
UJI
OF MAXIMUM DENSITY)
o
I � N
I
I LL
2 ,A
s -1
— EXIST. FOOTING—
t10' --10"
EXISTING ADDITION
TERMITE PROTECTION:
AS PER F.B.C. 1816.1 BUILDING SHALL HAVE PRE— CONSTRUCTION
TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN
ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
"FLORIDA DEPARTMENT OF AGRICULTURE AND CONUSMER
SERVICES." A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO
THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY PERFORMING THE TREATMENT,
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F-
CTC
1
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- WF- 24 — — —
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22' -0"
#5 VERT. CMU WALL
REINF. IN FULLY GROUTED
�
BLOCK CELL '
. r
TYP. AS INDICATED ON PLAN
SEE DTL. 11/S -2/�,
SHEET:
S -1
t 1 OF:
•� _� t ►x`11
FOUNDATION P LAS
Cp
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