11-705R-012TOP OF CONC. BEAM
- - - - - - - - - - - - -.7
CONCRETE TIE BEAM
(REFER TO STRUCTURAL DRAWINGS)
CONCRETE BEAM
(REFER TO STRUCTURAL DRAWINGS)
MIAMI-DADE COUNTY APPROVED
IMPACT RESISTANT WINDOW (TYP.)-
FAI
I
J4 TOP OF CONC. SLAB
IV RL -Q-0"
----------- I --- ---------
SLOPE
0
METAL FLASHING AND COUNTER FLASHING
MtAMI-DADE COUNTY PRODUCT APPROVED
TPO SINGLE PLY ROOFING SYSTEM, COLOR
WHITE (TYP.)
PRE -MANUFACTURED WOOD TRUSSES
(REFER TO STRUCTURAL DRAWINGS)
R=30 BATT INSULATION
3.
5'-2- I.
2X8 CONTINUOUS WOOD TRIM-J
- CONCRETE SILL
(REFER TO STRUCTURAL DRAWINGS)
1/4- PER FT.
SLOPE
\03.0- I I
G.C. TO COORDINATE WITH TRUSS MANUFACTURER
AND A/C DRAWINGS TO PROVIDE CLEAR OPENINGS
FOR A/C DUCTS IN THE TRUSS FRAMING, TYPICAL
1x3 P.T. WOOD AND METAL
DRIP
STUCCO STOP
3" CONTINUOUS VENT
2x12 P.T. WOOD FASCIA ---------- TOP OF CONC. BEAM
CONCRETE BEAM ---------------
EL 13'_10"
A' (REFER TO STRUCTURAL DRAWINGS)
CONCRETE EYEBROW WITH
4
WATERPROOFING MEMBRANE
L/ jol,
(REFER TO STRUCTURAL DRAWINGS)
My\ I\ IN L/M AV
... . ... . .......
71, . 6. lj/4" PER FT.
_j
1X4 FIRE STOP --� SLOPE
A, e-
5'-0'
\�ZMETAL FURRING 0 24" O.C. W/ 5/8'
GYP. BOARD
zl" CONTINUOUS DRIP
STUCCO FINISH
WATER DRIP
"WiMuff-Taillifli
8- CMU WALL W/ 3/4- STUCCO 0 EXTERIOR AND
METAL FURRING, R-5 INSULATION + 5/8- GYP.
BOARD 0 INTERIOR
— 2X6 P.T. PERIMETER NAILER WITH
4-1/8- LONG TAPCON 0 18- O.C.
— 2X6 P.T. JOIST 0 16" O.C. WITH
JOIST HANGERS
3/4- PLYWOOD WITH #8 NAILS 0 12- O.C.
FLOOR FINISH (TO BE SELECTED BY OWNER)
CONCRETE SLAB
(REFER TO STRUCTURAL DRAWINGS)
VAPOR BARRIER
COMPACTED SOIL
CONCRETE FOOTING
(REFER TO STRUCTURAL DRAWINGS)
11 00
MAIMI-DADE COUNTY APPROVED
0 IMPACT RESISTANCE SUDING
GALLERY GLASS DOORS
A4
A
1x6 IPE WOOD DECKING
aCONTINUOUS 71MBERTECH
SLEEPERS 0 16* O.C. EACH WAY
FLOOR FINISH
REFER TO DETAIL ON SHEET A02.01
I TRIM
(TO BE SELECTED BY OWNER) SLOPE SLAB 2x2 IPE WOOD TR
--To —DRAJN
- - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - -
`i\�i`�`
<
X/1 X\/X/1 X/1 \N Po®L
x
CONCRETE SLAB
X, X X X (REFER TO STRUCTURAL DRAWINGS)
CONCRETE FOOTING
'> X >\ (REFER TO STRUCTURAL DRAWINGS)
BUILDING SECTION licif
SCALE: 1/2"= 1'-O"
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DATE:
10.30.2012
SHEEr NO.
A05.03
0