11-32-011NEW CONCRETE UNTE
WITH 2 #5 AT MID DEPTI
AND #3 "U" BENDS 1
18" O.C. 4" EPDX
ANCHORED INTO EXISTIN
CONCRETE TIE BEA!
I
90' STANDARI
HOOK (TYP.
2#5 AT MID DEPTH,
INTO TIE COLUMNS
EN
a
d 4
v4 /
4
v
4 4
d
a
4
4 4 4
a
w
U
CONCRETE SLAB n
THICKENED EDGE NOT a 4
DETAILED FOR CLARITY 5 0
v
N
d 4
4 �
d v 4 4 0 0
4
4 - 4 d
#3 TIES
CONCRETE COLUMN
VERTICAL REINFORCEMENT
/—CONCRETE COLUMN C -3
v 4
v
0
EXISTING FOOTING
#5 EPDXY DOWEL, 6" INTO EXISTING
FOOTING 2' -4"
90' STANDARD HOOK
SECTION _ 10
777T S4
3#5 EPDXY DOWELS, 6" INTO EXISTING
FOOTING. DOWELS TO LAP WITH 3 15
LONGITUDINAL REINFORCEMENT OF
FOOTING
4
a 4 �
v
a 4 4 4
a
4
a
AV
NEW FOOTING WF -24
0
1
3 #5
LONGITUDINAL
REINFORCEMENT
OF FOOTING
#4 CONT. AT
1' —O'
#4 CONT. AT CORNER
POOL DECK-\ t-
95% COMPACTED FILL
2#5 CONL
#5 DOWEL 0 24" O.0 W/ 90'
STD. HOOK AT ENDS
d 4
v
4 4
D
d
v
4 #4 CONT. 012" O.0
(TYP. AT STEP)
NEW 4" THICK CONCRETE SLAB W/ 6 "X 6 "— W1.4 X WI.4
AT MID —DEPTH OVER 6 MIL. VAPOR BARRIER ON
SUPERVISED COMPACTED FILL FILL SHALL BE
COMPACTED IN 12 IN. MAX LAYERS TO 95% OF THE
STANDARD PROCTOR DENSITY TEST. SOIL COMPACTION
SHALL BE SUPERVISED BY A FLORIDA REGISTERED
ENGINEER. (TYP.)
95% COMPACTED SOIL
LVAPOR BARRIER:
VAPOR RETARDER CONSISTING OF 6
MIL MIN. POLYETHYLENE WITH JOINTS
LAPPED 6" AND SEALED, INSTALLED
p UNDERNEATH THE SLAB
o
D 8' CMU
WF -24
SECTION _ 11
1 =1 70 S-4
ADD #5 CORNER BAR
TOP & BOTTOM OF ROOF BEAM
W
EXISTING 8" co
CMU WALL i LEVEL
• #3012 AT CORNERS
01' 2 #5 TOP & BOTTOM
11 \IV LNJ111 \V IVV111 \V �/.1..111.\V VVI\VI\V IV
FOOTING
NEW COLUMN IN EXISTING MASONRY
WALL REINFORCEMENT DETAIL (TYP.)
SCALE: 1 /2' =1' -0"
90 HOOK AT
TOP BARS.
90' HOOK AT
TIE BEAM CORNER
8" (TYP.) SCALE 3/4 " =1' -0'
W
U
J
d
CL
J
0
I
M
r`
EXISTING CONCRETE
FOOTING
#6 EPDXY DOWEL 7" INTO
EXISTING FOOTING
EXISTING MASONRY WALL
REINFORCEMENT DETAIL (TYP.)
SCALE: 1 /2' =1' -0"
c�
z
CL
a
J
0
PROVIDE 1'x16 GAUGE x 6" LONG
DOVETAIL (BENT 2 "x4') CONNECT
NTH ONE DN— SERIERS HILTI POWER
ACTUATED PINS SPACED AT 16"
C/C AT OPENING BOTH SIDES
B6 VERT.
GROUT MUST
TRANSFER SHEAR
Y" TAPCON LOAD TO SLAB
'r:W;'
M s
v,
a
SILL
L0
U
N
6
M
2#5 TOP AND
BOTTOM
NEW CONCRETE 90' STANDARD
TIE BEAM HOOK (TYP.)
d
° a
EXISTING CONCRETE
TIE BEAM
,,6 EPDXY DOWEL THRU
EXISTING T.B
INFILL EXISTING OPENING W/
8' CMU. PROVIDE No 9 GA.
LADDER TYPE HOR. JOINT
REIN RC MENT EVERY
SECOND COURSE (16' O.C)
EXTENDED 4 "INTO NEW
REINF. CELL PRIOR GROUTING.
EXISTING 8" CMU WALL FILL
CELLS NTH GROUT AT
REINFORCING BARS LOCATIONS.
#6 VERT.
\� #6 EPDXY DOWEL 7" INTO
EXISTING FOOTING
TYP. DETAIL
EXISTING OPENING BLOCK -UP
SCALE: 1/2"=V-0"
G 8" BLOCK
TYPICAL AT ALL BUCK JAMB:
ANCHOR 1' (NOM) BUCK TO CONC. JAMB
A' TAPCON W/ X X 242' TAPCON CONCRETE ANCHORS
1 -1 2" IN EMB.) (NOA #02- 0503.07) AT 4" FROM ENDS AND y" TAPCON
12" O.C. INTERMEDIATE, STAGGERED. (1 -1/2" MIN. EMB.)
a 313" 1" 25 1"
MAX. MAX
' 11n = = L Y" TAPCON
11 I I ^ , —a (1 -1/2" MIN. EMB.) a
STUCCO Y" TAPCON — _ 25" MIN.
� 1.563' a d
M I
SEALANT & JAMB fie" TAPCON "
Y" TAPCON BACKER -ROD STUCCO STUCCO
SEALANT &
HEAD BACKER —ROD SEALANT
WINDOW BUCK ANCHORING DETAIL
scale 3' =1' -0"
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
SEAL:
?,'PROVED E3Y: - -• ° c,\
• !v u r
G%
- -- 0OLTRAIN
OMES
COLTRAIN AND JONES ARCHITECTS, PA
M26000922
TELEPHONE (305) 28"7231 FAX (305) 285 -6722
535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
APPROVALS /REVISIONS DATE
NEW 8 "X8" CONC.
Drawn By:
Date Plotted:
S=4
WINDOW SILL
Scale:
NEW CONCRETE
(VARIES — SEE DRAWING)
0
TIE BEAM
W
2 #5 CONT. TO BE
U
EXTENDED 4" INTO
90' STANDARD
q�t
2#5 TOP AND
NEW FC OR CONC. 8"
HOOK (TYP.)
2#5 TOP AND
BOTTOM
COL (BOTH ENDS,
BOTTOM
C
TYP.)
Q
^
U)
Co
L LO
EXISTING CONCRETE
:XISTING
oC
TIE BEAM
CONCRETE TIE
# 3 0 12" O.0
U
j
LL
BEAM
Z
N
>-
EPDXY DOWEL THRU
M
W
�
O
EXISTING T.B
D
#5 VERT. 0 48" O.0 W
5
O�
90' STD. HOOK AT TOP;
°
F.
EPDXY ANCHORED 6" INTO
EXIST. FIG.
8' CMU WALL
STING 8"
Q
`
J WALL
#6 VERT.
TYP. DETAIL
EXISTING 8" CMU WALL
;Y RCEMENT
FILL CELLS WITH GROUT
NEW WINDOW CONCRETE SILL
AT REINFORCING BARS
,Y
LOCATIONS.
;
SCALE 1'=I' -O'
_
ADD #5 CORNER BAR
TOP & BOTTOM OF ROOF BEAM
W
EXISTING 8" co
CMU WALL i LEVEL
• #3012 AT CORNERS
01' 2 #5 TOP & BOTTOM
11 \IV LNJ111 \V IVV111 \V �/.1..111.\V VVI\VI\V IV
FOOTING
NEW COLUMN IN EXISTING MASONRY
WALL REINFORCEMENT DETAIL (TYP.)
SCALE: 1 /2' =1' -0"
90 HOOK AT
TOP BARS.
90' HOOK AT
TIE BEAM CORNER
8" (TYP.) SCALE 3/4 " =1' -0'
W
U
J
d
CL
J
0
I
M
r`
EXISTING CONCRETE
FOOTING
#6 EPDXY DOWEL 7" INTO
EXISTING FOOTING
EXISTING MASONRY WALL
REINFORCEMENT DETAIL (TYP.)
SCALE: 1 /2' =1' -0"
c�
z
CL
a
J
0
PROVIDE 1'x16 GAUGE x 6" LONG
DOVETAIL (BENT 2 "x4') CONNECT
NTH ONE DN— SERIERS HILTI POWER
ACTUATED PINS SPACED AT 16"
C/C AT OPENING BOTH SIDES
B6 VERT.
GROUT MUST
TRANSFER SHEAR
Y" TAPCON LOAD TO SLAB
'r:W;'
M s
v,
a
SILL
L0
U
N
6
M
2#5 TOP AND
BOTTOM
NEW CONCRETE 90' STANDARD
TIE BEAM HOOK (TYP.)
d
° a
EXISTING CONCRETE
TIE BEAM
,,6 EPDXY DOWEL THRU
EXISTING T.B
INFILL EXISTING OPENING W/
8' CMU. PROVIDE No 9 GA.
LADDER TYPE HOR. JOINT
REIN RC MENT EVERY
SECOND COURSE (16' O.C)
EXTENDED 4 "INTO NEW
REINF. CELL PRIOR GROUTING.
EXISTING 8" CMU WALL FILL
CELLS NTH GROUT AT
REINFORCING BARS LOCATIONS.
#6 VERT.
\� #6 EPDXY DOWEL 7" INTO
EXISTING FOOTING
TYP. DETAIL
EXISTING OPENING BLOCK -UP
SCALE: 1/2"=V-0"
G 8" BLOCK
TYPICAL AT ALL BUCK JAMB:
ANCHOR 1' (NOM) BUCK TO CONC. JAMB
A' TAPCON W/ X X 242' TAPCON CONCRETE ANCHORS
1 -1 2" IN EMB.) (NOA #02- 0503.07) AT 4" FROM ENDS AND y" TAPCON
12" O.C. INTERMEDIATE, STAGGERED. (1 -1/2" MIN. EMB.)
a 313" 1" 25 1"
MAX. MAX
' 11n = = L Y" TAPCON
11 I I ^ , —a (1 -1/2" MIN. EMB.) a
STUCCO Y" TAPCON — _ 25" MIN.
� 1.563' a d
M I
SEALANT & JAMB fie" TAPCON "
Y" TAPCON BACKER -ROD STUCCO STUCCO
SEALANT &
HEAD BACKER —ROD SEALANT
WINDOW BUCK ANCHORING DETAIL
scale 3' =1' -0"
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
SEAL:
?,'PROVED E3Y: - -• ° c,\
• !v u r
G%
- -- 0OLTRAIN
OMES
COLTRAIN AND JONES ARCHITECTS, PA
M26000922
TELEPHONE (305) 28"7231 FAX (305) 285 -6722
535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
APPROVALS /REVISIONS DATE
CAPLE DESIGN, INC.
678 NW 124th CT
MIAMI FL 33182
C.A 26021
CARLOS A. DEL PINO
PE 59888
PH. (305) 815 -1643
FAX (305) 225 -9744
copledesign@gmail.com
SHEET TITLE:
SECTIONS AND DETAILS
Job No.
C0
Drawn By:
Date Plotted:
S=4
Z
Scale:
(VARIES — SEE DRAWING)
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CAPLE DESIGN, INC.
678 NW 124th CT
MIAMI FL 33182
C.A 26021
CARLOS A. DEL PINO
PE 59888
PH. (305) 815 -1643
FAX (305) 225 -9744
copledesign@gmail.com
SHEET TITLE:
SECTIONS AND DETAILS
Job No.
Drawing No.
Drawn By:
Date Plotted:
S=4
Scale:
(VARIES — SEE DRAWING)