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SPRAY NSUI.ATION
In GD111 ON Dc
PT. W. FUR4vd Cs -
SHIM AS RECID.—
CORNER BEAD (TYP)
CONT. SEALANT
IMPACT RESISTANT
WINDOW (SEE ll00w
ELEV.)
CONCRETE BEAM
(EMSTNG)
STUCCO FN. TO MATCH
EMSTNG
WINDOW HEAL) pETAIL (JAMB SIMILAR)
ALUMN. SNGLE HUNG
IIINDOW WAMPACT GLASS
(SEE ELEVJ
CONT. SEALANT
MARBLE SILL -
SHIM AS FECID. —
1/2" GDlll ON 7/8" MTL.
PT. WD. FURRING
AT 24 "=.
R-4J NSUL
8" CONK. BLOCK
WINDOW SILL DETAIL.
SEALANT
BOTH SIDES.
EXISTING CEILING
3 5/8" 25 GA. METAL
RLI NER, (TYPICAL)
1/2" G.W.5. ON 3 518" 25
GA. METAL STUDS AT 24"
O.C. ON 130TH SIDES,
(TYP.)
I CERAMIC TILE ON C5U.
AT 5ATHROOMS ONLY
I
I
I
I
3 5/8" 25 GA.
METAL RUNNER,
(TYPICAL)
NON- FRATEID PARTITION
N.T.S.
SCALE: V's r -0"
SW CONC, SILL
W/ 2# 5 CONT.
STUCCO FIN. TO
} •` MATCH EMSTM
SCALE: 3 "= W
R-30 GATT NSULATION
E)(ISTING PRE -FAB WOOD
TRUSS BOTTOM CHORD
PLASTER FN. OVER V2' GD111 OR
PANTED 518" GDAL ON 71V MTL.
FURIOG AT 16" OJT,
CONT. MTL RUNNER CHAMEL
I/Y GDA ON 3 50 OR 6" MTL
STUDS AT 24" O.C. (SEE FLOOR
PLAN)
PARTITION DTL. AT CEILING
SCALE: 3 °= 1 -0'
A
I
1.
PARTITION pETAIL AT FLOOR
OWTIM SPANi3 "S" TILE ROOF
TO IUEIIAN
3" X 3" 26 GAGALV. METAL ORIP
LAI1 FW V AND NAILED
AT 4 "= OVER r50* P.T.
WD. NAILER CONT.�
ob TOP OF BEAM(
EL. • VAR1E8
258" UP. FASCIA
T
VA- 16D NAILS EA.
Lr-*M TEXTURE 8
ON METAL LATFI
LIGFIT TEXTURED STUCCO
ON d CGNC. CLOCKS -
AT CLOCKED AREAS
GROIND FL FDI.
EL 40-e
SCALE: V10 14°
NEW V2" GYFSJM BOARD ON rW
WOOD FUR MNG6 AT 24' OZ.
NEW fk2" F.T. WD. FIRE STOP
ExS EAM+
BREMAIN
NEW SPRAYED VdULATION (R ■4J)
NEW VY GYPeIM DOARD ON rAr
WOOD F ORPO AS AT 24" OTC.
NEW r>G1 P.T. WOOD
NAILER CONT. (TYP)
4' WOOD CASE BOARD
(SEE FD4614 SCI- EDULE)
WOOD JOISTS TO FRE110AN
.� EXISTING WALL DETAIL.
eCALE We " r-m''
O DOOR SCHEDULE
07 -10 -12
DRAWN:
D0 GD111. ON 3 5/8" OR 6" MTL.
CHECKED:
----- -----
PROJ. NO:
STUDS AT 24" O.C. (ME FLOOR
PLAN)
DOOR SIZE
MATERIAL
�r
CONT. WOOD BASE
FRAME
THRS,
QTY,
/—OR
v
AS SELECTED BY OUelk
A
I
1.
PARTITION pETAIL AT FLOOR
OWTIM SPANi3 "S" TILE ROOF
TO IUEIIAN
3" X 3" 26 GAGALV. METAL ORIP
LAI1 FW V AND NAILED
AT 4 "= OVER r50* P.T.
WD. NAILER CONT.�
ob TOP OF BEAM(
EL. • VAR1E8
258" UP. FASCIA
T
VA- 16D NAILS EA.
Lr-*M TEXTURE 8
ON METAL LATFI
LIGFIT TEXTURED STUCCO
ON d CGNC. CLOCKS -
AT CLOCKED AREAS
GROIND FL FDI.
EL 40-e
SCALE: V10 14°
NEW V2" GYFSJM BOARD ON rW
WOOD FUR MNG6 AT 24' OZ.
NEW fk2" F.T. WD. FIRE STOP
ExS EAM+
BREMAIN
NEW SPRAYED VdULATION (R ■4J)
NEW VY GYPeIM DOARD ON rAr
WOOD F ORPO AS AT 24" OTC.
NEW r>G1 P.T. WOOD
NAILER CONT. (TYP)
4' WOOD CASE BOARD
(SEE FD4614 SCI- EDULE)
WOOD JOISTS TO FRE110AN
.� EXISTING WALL DETAIL.
eCALE We " r-m''
O DOOR SCHEDULE
07 -10 -12
DRAWN:
CHECKED:
----- -----
PROJ. NO:
DOOR
DOOR SIZE
MATERIAL
❑PEN
FRAME
THRS,
QTY,
REMARKS
v
No,
TYPEWDTH
�, �E�GI1 LDO
HGT,
THCK
FACE
CORE
TYPE
AR- 0015845
MAT.
MAT,
1
A
3' -0'
6' -8'
1 3/8'
AL. /GL.
-
SWING
ALUM
YES
1
SAND BLAST GLASS - IMPACT
2
B
2' -10'
6' -8'
1 3/8'
FLUSH
--
SWING
WD.
-
1
3
B
3' -0'
6' -8'
1 3/8'
FLUSH
HC
SWING
WD.
-
1
4
C
3' -0'
6' -8'
1 3/8'
FLUSH
H.C.
P❑CKETT
WD.
-
2
- --
5
D
2' -6'
6' -8'
1 3/8'
LOUVER
WD.
BI -FOLD
WD.
--
2
-
6
D
3' -0'
6' -8'
1 3/8'
LOUVER
WD.
BI -FOLD
WD.
--
2
-
7
D
C 2) 3' -0
6' -8'
1 3/8'
LOUVER
WD
BI -FOLD
WD.
--
1
--
8
E
5' -0'
6' -8'
1 3/8'
AL. /GL.
-
S.G.D.
ALUM
YES
1
IMPACT RESISTANCE GLASS
9
B
2' -0'
6' -8'
1 3/8'
FLUSH
--
SWING
WD.
YES
i
DOOR TYPES
i
0
A B C
D
E
DOOR NOTES
1) DOOR SIZES GIVEN ARE FOR DESIGN PURPOSES ONLY, G.C.
SHALL C ❑ORDINATE W/ OWNER SELECTED
DOOR
MANUFACTURER FOR MASONRY OPENING REQUIREMENTS.
2) ALL EXTERIOR DOORS IMPACT RESISTANCE, SHALL
COMPLY
WITH THE FLORIDA
BUILDING CODE- RESIDENTIAL
2010 EDITION, SECTIONS R308 'GLAZING' & R311 'MEANS OF EGRESS'
O WINDOW SCHEDULE
Mark
Size
Type
Material
Qty,
Remarks
OA
37' x 63'
SH -25
AL.
2
IMPACT
RESISTANT
WINDOW
B
60'X48'
HR -5040
AL.
2
IMPACT
RESISTANT
WINDOW
B
72'X48'
HR -6040
AL.
1
IMPACT
RESISTANT
WINDOW
B
24'X36'
HR -2030
AL.
1
IMPACT
RESISTANT
WINDOW
B
24'X24'
HR -2020
AL.
1
IMPACT
RESISTANT
WINDOW
C
24'X36'
PICTURE WINDOW(FIXED)
AL.
2
IMPACT
RESISTANT
WINDOW
WINDOW TYPES
CITY OF SOU I -H
MIAAAft
BUILDING DEPT
STRUCTURAL SECTION
B
C
A
WINDOW NOTES
1) ALL WINDOWS SHALL BE 'IMPACT RESISTANT' BY PGT INDUSTRIES OR
SIMILAR
2) ALL WINDOW SIZES GIVEN ARE FOR DESIGN PURPOSES ONLY, G.C. SHALL COORDINATE W/ OWNER
SELECTED WIND ❑W
MANUFACTURER FOR MASONRY OPENING REQUIREMENTS.
3) ALL WINDOWS IN EXTERIOR WALLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE- RESIDENTIAL 2010
EDITION
A. SECTION R308 'GLAZING'
B. SECTION R310 'EMERGENCY ESCAPE & RESCUE OPENINGS'
C. SECTION R311 'MEANS OF EGRESS'
WINDOW FACTOR INFORMATIONS U FACTOR = 1.12
SHGC = 0,43
12485 S.W. 137 AV
SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
mim
DESIGN &
DEVELOPMENT
13100 SW 134 ST
Suite 01
Miami FI 33186
Phone: 305 256 -2384
Fax: 305 256 -2385
•
I
•
�i
O
%00000ft
DATE:
07 -10 -12
DRAWN:
CHECKED:
L.B
PROJ. NO:
2011032
1.
2.
3. .
v
�, �E�GI1 LDO
BEL40N,' AIA
1' •.i 81-0.0827%
ANGEL MILANES, AIA
AR- 0015845
A-4
40F 7