11-32-0102X10 WOOD BLOCKING IN
BETWEEN JOISTS (TYP)
METAL CONNECTOR H3 TIE BY SIMPSON W /(4)8d-i
TO JOIST AND (4)8d TO LEDGER (TYP.)
3/4" PLYWOOD 40/20 SPANNING
RATE, STRUCT. 1
2X10 WD. JOISTS 0 12"
O.0 TYP.
3X10 PT. WD. LEDGER BEAM W/ 3/4' 0
HILTI KWIK -3 ANCHOR BOLTS 0 12" U.C.
SET 5' MIN. INTO SOLID GROUT- FILLED
CELLS
8" CMU BLOCK WALL, SEE PLAN FOR
REINFORCEMENT SPACING
FINISH FL 7EL_ EVATION
0' -0'
GRADE ELEVATION
z
9 GA. LADDER TYPE HOR. JOINT
REINFORCEMENT EVERY SECOND COURSE z 200
(16" O.C) EXTENDED 4" INTO TIE COLUMNS
0
#6 DOWELS. SPACING TO MATCH a
VERTICAL REINFORCEMENT (> p p o
D
90' STD. HOOK _ . D
U
3"
2' -0" 'CL.
NATURAL
WF- UNDISTURBED SOIL
SEE FTG. SCHEDULE OR 95%
COMPACTED SOIL.
SECTION _ 1
9 GA. LADDER TYPE HOR. JOINT
REINFORCEMENT EVERY SECOND
COURSE (16" O,C)
4" CONC. SIDEWALK--\
4 °
4 z
Co
95% COMPACT
FlL a c
44
d �
• Q J
90' STD. HOOK
1'-8" � 3.
SECTION 4
j I ; CONCRETI
ABOVE
4"0 HEADED STUD 3 4" STI � I
6 "LONG I EMBEDC
8'X12" CONC. CAP WITH 2#'5 CONT
AT MID DEPTH & #4 TRNSV. FRAMING
BARS 0 18" O.0
l _PORCH ELEVATION
12" CMU BLOCK WALL, SEE PLAN FOR
REINFORCEMENT SPACING
E70XX
4" CONC. SLAB
GR�
FOOTING F-
GRADE ELEVATION
EXIST. PORCH CONC. SLAB.
EXISTING 8' CMU WALL
EXISTING FOOTING
6 1/2"
1/4"
I I_
L_,_J
iETE
1 1/4" 4• 1 1/4"
PLAN VIEW
STEEL COL (SEE SCHEDULE)
FILLED SOLID W/ CONC.
SECTION _ 7
EXISTING 8" CMU WALL
EXISTING 2X8 WD. EXISTING 12" CMU WALL-
JOISTS (TYP.)
GROUT SOLID FOR ANCHORS
INSTALLATION AT EVERY ANCHOR
LOCATION (TYP.)
EXISTING
SECTION _ 2
2X10 WOOD BLOCKING IN
U)
NEW 4' THICK CONCRETE SLAB W/ 6'X 6 "-
BETWEEN JOISTS (TYP)
W1.4 x W1.4 AT MID -DEPTH OVER 6 MIL
VAPOR BARRIER ON SUPERVISED COMPACTED
X
GROUT SOLID FOR
FILL FILL SHALL BE COMPACTED IN 12 IN.
METAL CONNECTOR H3 TIE BY SIMPSON W /(4)8d
MAX LAYERS TO 95% OF THE STANDARD 1/2" CONST.
TO JOIST AND (4)Bd TO LEDGER (TYP.)
V>
PROCTOR DENSITY TEST. SOIL COMPACTION �iRT
m
ANCHORS INSTALLATION
REGISTERED ENGINEER. (TYP.)
RATE, STRUCT. 1
WUcM
0
/____UTVERY
io
ANCHOR
—
EL' 0'-0•
0
O
VAPOR BARRIER:
O.
v
LOCATION (TYP.) WHERE
p
MIL MIN. POLYETHYLENE WITH JOINTS
F—
U)
LAPPED 6" AND SEALED, INSTALLED
Z
UNDERNEATH THE SLAB
ANCHOR DOES NOT
M
W
U)
:,
95% COMPACT
t
° I
FIL
w
COINCIDE WITH GROUTED
SET 5" MIN. INTO SOLID GROUT -FILLED
9 GA. LADDER TYPE HOR. JOINT
CELLS
N�
o
REINFORCED CELL
INTO TIE COLUMNS
90' STD. HOOK r—
0
I
GRADE ELEVATION
z
9 GA. LADDER TYPE HOR. JOINT
REINFORCEMENT EVERY SECOND COURSE z 200
(16" O.C) EXTENDED 4" INTO TIE COLUMNS
0
#6 DOWELS. SPACING TO MATCH a
VERTICAL REINFORCEMENT (> p p o
D
90' STD. HOOK _ . D
U
3"
2' -0" 'CL.
NATURAL
WF- UNDISTURBED SOIL
SEE FTG. SCHEDULE OR 95%
COMPACTED SOIL.
SECTION _ 1
9 GA. LADDER TYPE HOR. JOINT
REINFORCEMENT EVERY SECOND
COURSE (16" O,C)
4" CONC. SIDEWALK--\
4 °
4 z
Co
95% COMPACT
FlL a c
44
d �
• Q J
90' STD. HOOK
1'-8" � 3.
SECTION 4
j I ; CONCRETI
ABOVE
4"0 HEADED STUD 3 4" STI � I
6 "LONG I EMBEDC
8'X12" CONC. CAP WITH 2#'5 CONT
AT MID DEPTH & #4 TRNSV. FRAMING
BARS 0 18" O.0
l _PORCH ELEVATION
12" CMU BLOCK WALL, SEE PLAN FOR
REINFORCEMENT SPACING
E70XX
4" CONC. SLAB
GR�
FOOTING F-
GRADE ELEVATION
EXIST. PORCH CONC. SLAB.
EXISTING 8' CMU WALL
EXISTING FOOTING
6 1/2"
1/4"
I I_
L_,_J
iETE
1 1/4" 4• 1 1/4"
PLAN VIEW
STEEL COL (SEE SCHEDULE)
FILLED SOLID W/ CONC.
SECTION _ 7
EXISTING 8" CMU WALL
EXISTING 2X8 WD. EXISTING 12" CMU WALL-
JOISTS (TYP.)
GROUT SOLID FOR ANCHORS
INSTALLATION AT EVERY ANCHOR
LOCATION (TYP.)
EXISTING
SECTION _ 2
2X10 WOOD BLOCKING IN
U)
NEW 4' THICK CONCRETE SLAB W/ 6'X 6 "-
BETWEEN JOISTS (TYP)
W1.4 x W1.4 AT MID -DEPTH OVER 6 MIL
VAPOR BARRIER ON SUPERVISED COMPACTED
O
FILL FILL SHALL BE COMPACTED IN 12 IN.
METAL CONNECTOR H3 TIE BY SIMPSON W /(4)8d
MAX LAYERS TO 95% OF THE STANDARD 1/2" CONST.
TO JOIST AND (4)Bd TO LEDGER (TYP.)
V>
PROCTOR DENSITY TEST. SOIL COMPACTION �iRT
SHALL BE SUPERVISED BY A FLORIDA
3/4" PLYWOOD 40/20 SPANNING
REGISTERED ENGINEER. (TYP.)
RATE, STRUCT. 1
WUcM
0
°
FINISH FLOOR ELEVATION
—
EL' 0'-0•
0
O
VAPOR BARRIER:
O.
W
VAPOR RETARDER CONSISTING OF 6
p
MIL MIN. POLYETHYLENE WITH JOINTS
F—
U)
LAPPED 6" AND SEALED, INSTALLED
Z
UNDERNEATH THE SLAB
2X10 WD. JOISTS 0 12"
M
W
U)
O.0 TYP.)
95% COMPACT
3X10 PT. WD. LEDGER BEAM W/ 3/4' 0
FIL
RT TRWIK -3 ANCHOR BOLTS 0 12" O.C.
O
SET 5" MIN. INTO SOLID GROUT -FILLED
9 GA. LADDER TYPE HOR. JOINT
CELLS
REINFORCEMENT EVERY SECOND
D
COURSE (16" O.C) EXTENDED_4
INTO TIE COLUMNS
90' STD. HOOK r—
1' -1" (TYp.) NEW CONCRETE STAIR W/ 6'X 6 "- W1.4 x
W1.4 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
`O ENGINEER. (TYP.)
d p d
'v • \a E4 CONT. BARS N 1/2" CONST. JOINT
EVERY STEP CORNER
i-4" CONC. SIDEWALK ON COMPACTED
a\ - FILL
a
d v
•*��'I�?k�r�Z '
FILL
VAPOR
SECTION-
a
a
1' -0"
NEW 4' THICK CONCRETE SLAB W/ 6 "X 6 "- W1.4 X W1.4
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.)
3' -0'
� a �
a
' VAPOR BARRIER:
VAPOR RETARDER CONSISTING OF 6
MIL MIN. POLYETHYLENE WITH JOINTS
LAPPED 6" AND SEALED, INSTALLED
UNDERNEATH THE SLAB
IEW
00
E70XX
—
1/4"
CONCRETE BEAM
I ABOVE
I I I 3 4 'STEEL PLATE STUD 3/4-0 HEADE6 °LONG I I EMBEDDED IN CONCRETE
I I
STEEL COL. (SEE SCHEDULE)
! FILLED SOLID W/ CONC.
1
EXIST. PORCH CONC. SLAB. I II
E70XX
a
1/4"
CUT EXISTING SLAB AND a 1.
WALL BEYOND TO ALLOW FOR d I d
:4
NEW CONCRETE ENCASEMENT 4
12'X12" CONCRETE ENCASEMENT i WEEP HOLES
E70XX i
11 "X8"X3 4"
1 /4" 4 a PLATE
-
� t - - - --
EXISTING FOOTING--,-, •
BEYOND TO BE CUT j O0 11 II
TO ALLOW FOR NEW II 11 4 3/4 . 0 ANCHOR
FOOTING F -24 •i BOLTS
I
SECTION _ 6
1 =1 —0" S•3
#'4 CONT. AT CORNER
r`
95% COMPACTED FILL
SECTION 8
-CCLTRAIN
---- JOMES
/-8' CMU BLOCK WALL, SEE PLAN FOR - /AIOCBYf
REINFORCEMENT SPACING
I
COLTRAIN AND JONES ARCHITECTS, PA
FINISH FLOOR ELEVATION AA 85-672 1 F
—�►- TELEPHONE (305) 285.6723 I FAX (305) 285 -6722
EL: �� -�• 535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
X
a
CONSULTANT/ NOTES
io
I
v
N
W
0
C3
I
i7
D
p
_
D D O
I
• —VAC
p • .j
p p p M U
3"
2' -0" _�CL
SECTION 3 -24
SEE FTG. SCHEDULE
1 " =1' -0" — S -3
6�
-I-
I
1 1/4" 4" 1 1/4"
PLAN VIEW
8" LO
l'i'l
PLAN VIEW
NEW 4" THICK CONCRETE SLAB W/ 6'X 6 "- W1.4 X
W1.4 AT MID -DEPTH OVER 6 MIL VAPOR BARRIER
ON SUPERVISED COMPACTED FILL FILL SHALL BE
COMPACTED IN 121N. MAX LAYERS TO 95% OF THE
STANDARD PROCTOR DENSITY TEST. SOIL
COMPACTION SHALL BE SUPERVISED BY A FLORIDA
REGISTERED ENGINEER. (TYP.)
#4 CONT. 012" O.0 =
(TYP. AT STEP) `r - - - - - -
VAPOR BARRIER:
VAPOR RETARDER CONSISTING OF 6
d g5% COMPACTED SOIL
MIL MIN. POLYETHYLENE WITH JOINTS
LAPPED 6" AND SEALED, INSTALLED
UNDERNEATH THE SLAB
SLAB THICKENED EDGE BEYOND
V -0"
A
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURE+ -CTION
",;'PROVED BY: ,F
COLUMN REINFORCEMENT.
SEE COLUMN SCHEDULE
CONCRETE COLUMN C -1
z
0
`-FOOTING F -30. SEE FOOTING
SECTION 9 SCHEDULE
1"=V-0" -0.. - - S-3
APPROVALS /REVISIONS DATE
SEAL:
-a y
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@gmoil.com
SHEET TITLE:
SECTIONS AND DETAILS
Job No. Drawing No.
Drawn By.
Date Plotted: S=3
Scole:
(VARIES —SEE DRAWING)
U)
Z
O
WQ
V>
Z
Owe
W
WUcM
0
Q
—
a
0
O
co
O.
W
0(4
Lu
p
F—
U)
LL
Z
—
M
W
U)
O
D
Z
O
D
Q
SEAL:
-a y
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@gmoil.com
SHEET TITLE:
SECTIONS AND DETAILS
Job No. Drawing No.
Drawn By.
Date Plotted: S=3
Scole:
(VARIES —SEE DRAWING)