07-43-016o`
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'S' TYPE SPANISH TILES OVER (1) LAYER OF 90•
M •L
SLATE 140T MOPPED OVER (1) LAYER 300 FELT TIN
`p -�
TAGGED OVER 5/8' EXTERIOR GRADE PLYWOOD
YJ •� L
°
SHEATHNG SPACING OF TIN -TAG FASTENERS ALONG
°
THE LAP OF SHEETS, AND BOTH WAYS IN THE FIELD
-� Lo
BETWEEN LAPS, SHALL BE &' O.C. IN DIRECTION OF
PAINTED ONE LAYER 1/2'
ROLL, 12' OZ. ACROSS WIDTH OF ROLL
0 o In °
THE 1 -30" FELT IS ANCHORED t0 THE PLYWD SHEATHING
°- °
WITH 'U-OP' GALVANIZED, DIAMOND POINT, 11 /4' X 120 f
u
y�
30' MN.) SEE FOUNDATION PLAN
WOOD SHEATHING ANCHORAGE SHALL BE NAILED
u
IN ACCORDANCE WITH F.B.C.
WOOD
FASTENING OF TILE SHALL COMPLY
� U O
WITH FLORIDA BUILDING CODE ,
o n o
R -19 FIBEI43LASS INSUL
Yzo
� O n
7_ cti u
� � O U
TIE BEAM WITH 3000 PSI.
z
WOOD BASEBOARD
•L .,.� Ii
SMOOTH FINISH
a a
PREFAB. ENG. WD. ROOF
PAINTED ONE LAYER 1/2'
TRUSSES * 24' O.G.
UN-6Qj
AS PER MFGR SPECS. -
u
ON 25 GA. METAL STUD FRAME
u
y�
30' MN.) SEE FOUNDATION PLAN
METAL
9 °
STRUCTURAL CONIC. SLAB
WOOD
o :
� U O
1 X 4 PT FIRESTOPS * CEILING HGT.
fj
� N 4
(AS PER R44015.12.1 FBC 2004 ED)
o n o
R -19 FIBEI43LASS INSUL
Yzo
� O n
7_ cti u
� � O U
TIE BEAM WITH 3000 PSI.
z
WOOD BASEBOARD
9,2
SMOOTH FINISH
-
LINE OF O' -O' DROPPED CEILING.
PAINTED ONE LAYER 1/2'
2 " 5 CONT. OVERALL
Zvi g b
GYP. WALLBRD. ON
u
ON 25 GA. METAL STUD FRAME
METAL HI -HATS AT 16' D.G.
y�
30' MN.) SEE FOUNDATION PLAN
METAL
9 °
STRUCTURAL CONIC. SLAB
WOOD
o :
u
1 X 4 PT FIRESTOPS * CEILING HGT.
"
(AS PER R44015.12.1 FBC 2004 ED)
PERIMETER AND * 8' -O' FROM
o
°
FIN. FLOOR
Q) t
HR -5050
R u '
U L 1)
I/2' DRYWALL ON IX2
E 0
t o �-
J
P.T. WD. STRIPS * 24"
S' X 12' GONG. TIE MEAM —
9 o
OTC. (PROVIDE FOIL
W/ 4* 5'S CONT. 4 20
WOOD
INSUL. R ■4.1)
5'8 BENT AT CORNERS 30"
Q) ° n
TOP OF CONCRETE SLAB
MIN. EACH WAY (TYP-)
-2
t5
STD. NO.9 LADDER TYPE
N
=
HORIZ REINFORCEMENT
ro
rn� °
* 16' O.C. VERT.
1/2' DRYWALL ON 1X2 P.T. -
u 3 �,
V -0'
WD. STRIPS * 24' O.G. O.G.
IX2 PT. WD. NAILER
(FOIL INSULATION R =4.0
N
=o�
a LE
li .N U O
zd rn�
�►
1 X 2 F.T. WD. NAILER
Yzo
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7_ cti u
� � O U
TIE BEAM WITH 3000 PSI.
z
WOOD BASEBOARD
9,2
THRESHOLP
-
LINE OF O' -O' DROPPED CEILING.
0 0-
2 " 5 CONT. OVERALL
Zvi g b
BEARING WALLS
VAPOR BARRIER
ON 25 GA. METAL STUD FRAME
°ZZ f
13/4'
30' MN.) SEE FOUNDATION PLAN
METAL
9 °
STRUCTURAL CONIC. SLAB
WOOD
REFER t0 STRUCT. DWG. ON 6 -2 SNt
u
FOR SIZE, RINF. 4 DTLS.
o
(AS PER R44015.12.1 FBC 2004 ED)
L
o�;"L
SOLID -CORE
°
TOP OF GONG. SLAB
ELEV.
om�2
ro
�Ls�
��
`. I5
15132' CDX PLYWD. SHTG. W/ 8d NAILS
* 6' O.C. * PANEL EDGE, b' O.C. At
INTERMEDIATE SUPPORTS AND 4' OZ.
AT GABLE END TRUSSES AND 4' O.C.
* DIAPHRAGM BOUND
ROOF PLYWOOD SHEATHING SHALL BE
EXPOSURE 1 4 W/ A SPAN RATNG OF
32/16 (MM): AND SHALL BE ANCHORED
TO FASCIA W/ 8d NAILS * 4' O.C.
(TYP. ALL AROUND PERIMETER).
SEE ROOF PLAN FOR
ANCHOR REQUIREMENTS
3' X 3' 26 GA GALV.
METAL DRIP LAPPED 6'
AND NAILED * 4'G.C. OVER
1'X2 PT WD. NAILER CONT.
TOP OF CONC. BEAM
I ELEV. +20' -4'
1'X6' WD. FASCIA OVER 2'X10' SUB
FASCIA W/2 -16D NAILS EA TRUSS
1' N
Ty 4'X16' SGREI =N VENT.
LIGHT TEXTURE STUCCO ON METAL
LATH ON 5/8' CDX PLYWOOD
CONTINUOUS CROWN
MOULDING
CONC. TIE BEAM
(REFER TO STRICT. DUGS)
�, .... , ►` a ._►�
�LoE°
O
NO.
BLOCK CELL, FROM FOOTING TO
� O n
SIZE
TIE BEAM WITH 3000 PSI.
[L
FOR TRANSFER REINF,:
PEAROCK CONC. 4 HOOK INTO
THRESHOLP
555 FOUNDATION PLAN
LINE OF O' -O' DROPPED CEILING.
o
HEIGHT
5MOTH FIN. PDT. 1/2' GYP. WALLBOARD
o u;
VAPOR BARRIER
ON 25 GA. METAL STUD FRAME
°ZZ f
13/4'
30' MN.) SEE FOUNDATION PLAN
METAL
PAINTED
1' X 4' P.T. WOOD FIRE STOP
WOOD
1p
CEILING AND * 8' -0' A.F.F. MAX.
GARAGE
2' -8'
(AS PER R44015.12.1 FBC 2004 ED)
L
o�;"L
SOLID -CORE
WOOD
PAINTED
HR -5050
R u '
3
I/2' DRYWALL ON IX2
E 0
t o �-
J
P.T. WD. STRIPS * 24"
o
WOOD
OTC. (PROVIDE FOIL
MARBLE
WOOD
INSUL. R ■4.1)
E
N
TOP OF CONCRETE SLAB
w
1 3/4'
STD. NO.9 LADDER TYPE
N
PAINTED
HORIZ REINFORCEMENT
ro
CAT 11 , SAFETY GLASS/W /SIDE LITES
* 16' O.C. VERT.
DINING. GARDEN
2 -2' -6'
V -0'
Lo
IX2 PT. WD. NAILER
PAINTED
FLUSH
WOOD
CAT II , SAFETY GLASSJW /SIDE LITES
6
BASE BOARD
2 -2' -6'
8' -0'
13/41
PRE -HUNG
WOOD
BREAKFAST NOOK
WOOD
G. SLAB RE INFORGED
o
CLOSET
R MESH ON 98% WEL L
FW/
m -' °
13/8'
CTED FILL. (SOIL
WOOD
GYP. BRD.
E TREATED)
�LoE°
O
O)7'f
W cu
a
ly
Qom-- U
0 ro 0- M�
2
PROVIDI= 2' -6' DBL W.111.M.
AROUND PERIMETER
LIGHT TEXTURED
STUCCO ON 8' CONC.
13LOCKS
VERT. REIPFORC. IN CONC. FILLED
NO.
BLOCK CELL, FROM FOOTING TO
� O n
SIZE
TIE BEAM WITH 3000 PSI.
[L
FOR TRANSFER REINF,:
PEAROCK CONC. 4 HOOK INTO
THRESHOLP
555 FOUNDATION PLAN
TIE BEAM 4 FOUNDATION WITH
U U 0 °
HEIGHT
STANDARD ACI. HOOK * EA M.
o u;
VAPOR BARRIER
(SPLICES SHALL BE LAPPED
O)7'f
W cu
a
ly
Qom-- U
0 ro 0- M�
2
PROVIDI= 2' -6' DBL W.111.M.
AROUND PERIMETER
LIGHT TEXTURED
STUCCO ON 8' CONC.
13LOCKS
VERT. REIPFORC. IN CONC. FILLED
VERT. RENFORC. IN CONIC. FILLED
BLOCK CELL, FROM FOOTING TO
TIE BEAM WITH 3000 PSI.
PEAROCK CONC. 4 HOOK INTO
TIE BEAM 4 FOUNDATION WITH
STANDARD ACI. HOOK * EA M.
(SPLICES SHALL BE LAPPED
30' MIN) SEE FOUNDATION PLAN
FOR SIZE AND SPACING
STD. NO. S LADDER TYPE
HORIZ. REINFORCEMENT
I O.C. t.
LIGHT TEXTURED
STUCCO ON 8' CONC.
BLOCKS
as
O O
0- a 112, MIN. RECESS (TYP)
� J
TOP OF SLAB
m. ELEV. +0' -0'
TYPICAL WALL SECTION
SCALE: 3/4' : V -m'
GRADE
32'X 16' MONOLITHIC CONC.
FOOTING REFER TO FOUNDATION
PLAN FOR SIZE 4 REINFORCING
F
I
b
ti
b
TOP OF TIE BM.
EL. + 20' -4'
TOP OF TIE 5M. AT ENTRY,
TOP OF TIE IBM.
EL. + iv.—iv-
TOP OF FIN. FL.
SECTION A - A
SCALE: 1/4' = P -0'
DAR SCIMDUM
NO.
BLOCK CELL, FROM FOOTING TO
SASE
SIZE
TIE BEAM WITH 3000 PSI.
TYPE
MATERIAL
PEAROCK CONC. 4 HOOK INTO
THRESHOLP
JAMB
TIE BEAM 4 FOUNDATION WITH
WIDTH
HEIGHT
STANDARD ACI. HOOK * EA M.
i
ENTRY
(SPLICES SHALL BE LAPPED
V -0'
13/4'
30' MN.) SEE FOUNDATION PLAN
METAL
PAINTED
FOR SIZE AND SPACING
WOOD
1p
2
GARAGE
2' -8'
V -0'
13/15'
SOLID -CORE
WOOD
PAINTED
HR -5050
20 MINUTE FIRE -RATED
FBC'04 R30a.1.
3
BATH
�
J
13/4'
PRE -HUNG
WOOD
TILE
MARBLE
WOOD
GYP. SRD.
-�
N
TOP OF CONCRETE SLAB
w
1 3/4'
ELEV. +10' -8'
METAL
PAINTED
FLUSH
UU
QC
CAT 11 , SAFETY GLASS/W /SIDE LITES
5
DINING. GARDEN
2 -2' -6'
V -0'
VERT. RENFORC. IN CONIC. FILLED
BLOCK CELL, FROM FOOTING TO
TIE BEAM WITH 3000 PSI.
PEAROCK CONC. 4 HOOK INTO
TIE BEAM 4 FOUNDATION WITH
STANDARD ACI. HOOK * EA M.
(SPLICES SHALL BE LAPPED
30' MIN) SEE FOUNDATION PLAN
FOR SIZE AND SPACING
STD. NO. S LADDER TYPE
HORIZ. REINFORCEMENT
I O.C. t.
LIGHT TEXTURED
STUCCO ON 8' CONC.
BLOCKS
as
O O
0- a 112, MIN. RECESS (TYP)
� J
TOP OF SLAB
m. ELEV. +0' -0'
TYPICAL WALL SECTION
SCALE: 3/4' : V -m'
GRADE
32'X 16' MONOLITHIC CONC.
FOOTING REFER TO FOUNDATION
PLAN FOR SIZE 4 REINFORCING
F
I
b
ti
b
TOP OF TIE BM.
EL. + 20' -4'
TOP OF TIE 5M. AT ENTRY,
TOP OF TIE IBM.
EL. + iv.—iv-
TOP OF FIN. FL.
SECTION A - A
SCALE: 1/4' = P -0'
DAR SCIMDUM
NO.
LOCATION
SASE
SIZE
CEILING
TYPE
MATERIAL
FINISH
THRESHOLP
JAMB
REMARKS
WIDTH
HEIGHT
THICK
i
ENTRY
2 -3' -0'
V -0'
13/4'
METAL
METAL
PAINTED
FLUSH
WOOD
GYP. BRD.
2
GARAGE
2' -8'
V -0'
13/15'
SOLID -CORE
WOOD
PAINTED
HR -5050
20 MINUTE FIRE -RATED
FBC'04 R30a.1.
3
BATH
2' -8'
8' -0'
13/4'
PRE -HUNG
WOOD
TILE
MARBLE
WOOD
GYP. SRD.
4
BALCONY
2 -3' -0
V -0'
1 3/4'
FRENC 4 DOOR
METAL
PAINTED
FLUSH
WOOD
CAT 11 , SAFETY GLASS/W /SIDE LITES
5
DINING. GARDEN
2 -2' -6'
V -0'
13/4'
FRENCH DOOR
METAL
PAINTED
FLUSH
WOOD
CAT II , SAFETY GLASSJW /SIDE LITES
6
MASTER BEDROOM
2 -2' -6'
8' -0'
13/41
PRE -HUNG
WOOD
BREAKFAST NOOK
WOOD
WOOD
I
CLOSET
2' -6'
8' -0'
13/8'
PRE -HUNG
WOOD
GYP. BRD.
GYP. BRD.
WOOD
8
LAUNDRY
2' -6'
8' -0'
13/4'
FRENCH DOOR
METAL
PAINTED
FLUSH
WOOD
CAT II , SAFETY GLASS
S
DINING ROOM
V -0'
8' -0'
CONCRETE
PRE-HUNG
WOOD
5/5' GYP 5RD
WOOD
LAUNDRY
10
FAMILY ROOM
2 -3' -0
8 -0'
13/4'
FRENCH DOOR
METAL
WOOD
CAT II , SAFETY GLASS
11
BEDROOM/BATH
2' -V
V -0'
13/4'
PRE -HUNG
WOOD
HANDICAP
WOOD
HANDICAP ACCESS
12
CABANA BATH
2' -8'
V -0'
13/4'
PRE -HUNG
WOOD
MARBLE
WOOD
HANDICAP ACCESS
13
MASTER BATH
2' -4'
8' -0'
PRE -HUNG
WOOD
WOOD
14
BEDF200M
2' -6'
W -8'
13/6,
PRE -HUNG
WOOD
WOOD _
15
GARAGE
8' -0'
8' -0'
13/4,
OVERHEAD
METAL
ES °. WHITE
NONE
WOOD
16
CLOSET (A/C), (WH)
2' -8'
81-0'
BI-FOLD
WOOD
WOOD
11
GARAGE
2' -6'
V -0'
13/8'
PRE -HUNG
WOOD
I
I WOOD
ROOM FlMH SCHEDULE
ROOM
FLOOR
SASE
WALLS
CEILING
CLG. HT.
REMARK
ENTRY
CONCR =TE
NONE
GYP. BRD.
GYP. BRD.
36'
G
FOYER
TILE
WOOD
GYP. BRD.
GYP. BRD.
36'
24'
LIVING ROOM
CARPET
WOOD
GYP. BRD.
GYP, BRD.
HR -3040
36'
DINMG ROOM
CARPET
WOOD
GYP. BRD.
GYP. BRD.
HR -5050
KITCHEN
TILE
WOOD
GYP. BRD.
GYP. BRD.
60'
FAMILY ROUM
TILE
WOOD
GYP. BRD.
GYP. SRD.
1BEDROOM5
CARPET
WOOD
GYP. BRD.
GYP. BRD.
MASTER BEDROOM
CARPET
WOOD .
GYP. BRD.
GYP, BRD.
BATHROOMS
CER. TILE
TILE
M.R. GYP BRG'+
M.R. GYP BRD
POWDER ROOM
CER. TILE
TILE
GYP. BRD. '
GYP. BRD.
BREAKFAST NOOK
TILE
WOOD
GYP. BRD.
GYP. BRD.
HALLWAY
CARPET
WOOD
GYP. BRD.
GYP. BRD.
CLOSETS 4 LINEN
CARPET
WOOD
GYP. 5RD.
GYP. CRD.
TERRACE
CONCRETE
NONE
STUCCO
STUCCO WIRE L
GARAGE
CONCRETE
NOW
SKIM COAT
5/5' GYP 5RD
LAUNDRY
TILE
SCE
NO.
TYPE
MODULAR SIZEN
UJ
H
A
HR -3030
36'
36'
3
HR -3030
36'
36'
G
HR -3020
36'
24'
HR -3020
36'
24'
14R- 4030
48'
36'
F
HR -3040
36'
48'
C
HR -4050
48'
60'
HR -5050
60'
60'
HR -3050
36'
60'
HR -2020
24'
24'
SPANISH 'S' TILE
TYP. AT ALL ROOFS
TOP OF TIE BM.
EL. + 20' -4'
42' HIGH RAILIW36 TO
REJECT A 4' SPHERE
C! a Y C7" w0L T Fi r.11/WE' "1
C'UILD=Z°.G DEPT.
,, q"lr. EC;Tiv�2
APPROVED GY: �
D,%TE: —
TOP OF TIE BM.
EL. + 10' -8'
TOP OF FIN. FL.
n
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s
12901 S.W. 132 AVE
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
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DATE: 02 -13 -01
DRAWN: ALEX P - AP - JP
CHECKED: AP
PROJ. NO: 2006LB052
AOro-18 -0-1 J.P.
/ L•\ 08-22-01 J -P.
3.
4.
BDC: BUILDING DEPT, COMMENTS
CC: COORDINATION CHANGES
AB: AS -BUILT
RAP: N1 AFTER APP
LEO L -dr_ B LLON' AIA
`;;"AR- i7D1ST37:;:
ANGEL MILANES, AIA
AR-- 0015845
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