11-32-005SEE FLOOR PLAN FOR WALL TYPE
TILE - AS SPECIFIED IN
FINISH SCHEDULE
FLOOR DRAIN
CHROME FINISH OR
OWNER SELECTED
WATERPROOFING MEMBRANE
SLOPE 1/4"
PER FOOT
FLOOR SYSTEM -
SEE STRUCTURAL
MORTAR BED -
DURAROCK
3 TILE AT SHOWER
A3.0 Scale: 1-1/2" =1' -0"
ABBREVIATIONS
DOOR FRAME TYPES
AC ACROVYN PROTECTION
DOOR
AL ALUMINUIM
HARDWARE
REQUIRMENTS
CLR CLEAR
o
EX EXISTING
\
FE FACTORY FINISH
W
GL GLASS
w
L PLASTIC LAMIANET COLOR
MTL METAL
9' -0"
P PAINT
WALLS
SC SOLID CORE
N /
STL STEEL
A B
WD WOOD
=
PREF. WD. TRUSSES
SEE STRUC. FRAMING
PLAN AND DETAILS
R -30 BAT INSUL.
NOTE:
G.C. TO VERIFY EXISTING.
TIE BEAM HTS. IN FIELD
f 9' -4„
T.O. NEW TIE BEAM
5/8" DRYWALL ON
1" FURRING STRIPS,
16" 0. C.
R -4.1 FOIL INSULATION
12
Q 4
TERMITE PROTECTION
APPLIED AT FOUNDATION PERIMETER AFTER EXCAVATION
AND BACK FILLING AND COMPACTING IS COMPLETE IN
ACCORDANCE TO SECTION 1816.1.3 AND ALL OTHER
SUBSECTIONS RELATED TO TERMITE PROTECTION.
COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY A LICENSED PEST CONTROL COMPANY.
NOTE:
G.C. TO VERIFY EX. FLOOR HT. IN
FIELD AND MATCH NEW FLOOR HT.
TO ARCH. PLANS
ASPHALT SHINGLES
90 LB TOP
30 LB BASE W TIN CAP
5/8" PLYWOOD
SHEATHING
HURRICANE STRAP
SEE STRAP SCHEDULE
GALVANIZED DRIP EDGE
• 1 "x2" WD. PT.
2 "x8" FASCIA BOARD
4 "x16" SCREEN VENT,
SEE ATTIC VENT CALC.
P.T. NAILER
2' -0" NEW 8 "x12" CONC.
TIE BEAM (SEE
STRUCTURAL DWG.)
3/4" STUCCO FINISH
TO MATCH EXISTING
8" CMU WALL
WOOD BASE (TO BE INTERIOR EXTERIOR
SELECTED BY OWNER)
1/2 it EXPANSION JOINT
FLOORING (TO BE
SELECTED BY OWNER)
NEW 4" CONC. SLAB 8" CMU WALL
(ELEVATION TO MATCH
EXISTING)
0' -0"
FINISH FLOOR ELEVATION — — — — — ° 1" PVC REVEAL
�O CAULK ALL JOINTS
, „
/ \ \ \ \ \ \ EXTEND STUCCO 6"
FINISH GRADE � / \ /I \� / \/l \ \ \ \ BELOW FINISH GRADE
VAPOR BARRIER j
OF 6 MIL. MIN.
POLYETHYLENE WITH jj� /j /j / /� / / \� /j� /j /j� / / \� 00,
JOINTS LAPPED 6" AND % / \ \%
SEALED, INSTALLED / \ \ / \ \ / \ \ / \ \ / \ \ \ /
UNDERNEATH THE SLAB
a
T.O. NEW FOOTING
95% COMPACTED FILL
NEW CONC. FOOTING
(SEE STRUCTURAL DWG.)
WALL SECTION
!.0 ) 314" =1' -0"
SEE SCHEDU E
W
S E SCHEDU E
DOOR
FINISH SCHEDULE
HARDWARE
REQUIRMENTS
J
o
f
\
a
W
aW
w
0
w
1
9' -0"
V /
WALLS
Z
N /
N
_
w
=
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
W
ROOM NAME
B
EXTERIOR
z
NOTES
m
/
IMPACT RESISTANT
O
W
�'
F-
6' -8"
(/')
J
D
/
I
J
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
4
3' -0"
6' -8"
J
FIRST
FLOOR
J
Z
5
3' -0"
101
o
FAMILY ROOM
TILE
WD.
GYP. BD
GYP. BD
GYP. BD
GYP. BD
GYP. BD
_
0
OWNER
OWNER
PAINT
PAINT
PAINT
PAINT
PAINT
=
102
LIVING ROOM
TILE
-
TILE
TILE
GLASS
TILE
GYP. BD
_
6' -8"
W
OWNER
OWNER
OWNER
PAINT
V)
103
UTILITY
TILE
WD.
GYP. BD
GYP. BD
GYP. BD
GYP. BD
GYP. BD
_
OWNER
OWNER
PAINT
PAINT
PAINT
PAINT
PAINT
104
MASTER BATHROOM
WD.
WD.
-
-
-
GYP. BD
GYP. BD
-
w
OWNER
OWNER
cn
PAINT
PAINT
105
I
WALK -IN CLOSET
WD.
WD.
-
-
GYP. BD
GYP. BD
GYP. BD
_
OWNER
OWNER
PAINT
PAINT
PAINT
106
MASTER BEDROOM
WD.
WD.
-
-
GYP. BD
GYP. BD
GYP. BD
_
OWNER
OWNER
G
PAINT
PAINT
PAINT
107
KITCHEN
WD.
WD.
-
-
GYP. BD
GYP. BD
GYP. BD
_
FULLY LOUVERED
OWNER
OWNER
PAINT
PAINT
PAINT
108
DINNING
WD.
WD.
-
-
GYP. BD
GYP. BD
GYP. BD
_
OWNER
OWNER
PAINT
PAINT
PAINT
GENERAL FINISH NOTES:
1.
FINISHES ARE TO BE SELECTED BY OWNER
3. FLOORING AND BASE TO BE SELECTED BY
G.C. TO COORDINATE FINISHES
W/ OWNER
OWNER. G.C. TO PROVIDE AND
INSTALL.
SELECTIONS.
4. G.C. SHOULD INCLUDE
IN THEIR
BID, PAINTING
2.
PAINT IS TO BE TWO COATS OF BENJAMIN
OF THE ENTIRE HOUSE, SAME COLORS AS
MOORE REGAL INTERIOR PAINT.
PAINT
EXISTING, TO INSURE SEAMLESS
APPEARANCE
COLOR AND FINISH TO BE SELECTED
BY
BETWEEN NEW AND EXISTING.
OWNER.
SEE SCHEDU E
W
S E SCHEDU E
DOOR
SEE SCHEDU E
HARDWARE
REQUIRMENTS
J
o
f
\
a
W
aW
w
0
w
1
9' -0"
V /
N
Z
N /
N
/101
w
UJ
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
A
9' -0"
B
EXTERIOR
Q
EXTERIOR
5 PLY SOLID
/
IMPACT RESISTANT
CORE DOOR
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
FRENCH DOOR
DOOR TYPES
SEE SCHEDULE
W
J
D
0
Li
x
U
N
W
W
U)
f �
C
EXTERIOR
SLIDING GLASS
DOOR
W
J
0
w
U
N
Li
W
V)
PREF. WD. TRUSSES
SEE STRUC. FRAMING
PLAN AND DETAILS
NOTE:
G.C. TO VERIFY EXISTING.
TIE BEAM HTS. IN FIELD
f 9,_4„
T.O. NEW TIE BEAM
3/4" STUCCO FINISH
12
Q 4
TERMITE PROTECTION
APPLIED AT FOUNDATION PERIMETER AFTER EXCAVATION
AND BACK FILLING AND COMPACTING IS COMPLETE IN
ACCORDANCE TO SECTION 1816.1.3 AND ALL OTHER
SUBSECTIONS RELATED TO TERMITE PROTECTION.
COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY A LICENSED PEST CONTROL COMPANY.
NOTE:
G.C. TO VERIFY EX. FLOOR HT. IN
FIELD AND MATCH NEW FLOOR HT.
TO ARCH. PLANS
FLOORING (TO BE
SELECTED BY OWNER)
NEW 4" CONC. SLAB
(ELEVATION TO MATCH
EXISTING)(SEE
STRUCTURAL DWG.)
-0,_7„
FINISH FLOOR ELEV.
- 0' -10"
FINISH GRADE
VAPOR BARRIER
OF 6 MIL. MIN.
POLYETHYLENE WITH
JOINTS LAPPED 6" AND
SEALED, INSTALLED
UNDERNEATH THE SLAB
T.O. FOOTING
.0. NEW 00 NG
95% COMPACTED FILL
NEW CONC.
FOOTING (BEYOND)
2 WALL SECTION
A3.0 J 3/4"= 11.0"
SEE SCHEDULE S E SCHEDU E
J
W
W
SEE SCHEDULE
DOOR
SEE SCHEDU E
HARDWARE
REQUIRMENTS
J
o
w
\
a
W
aW
w
0
w
1
9' -0"
0
'tt
Z
Owe
D
AL.
w
UJ
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
2
9' -0"
6' -8"
U
N
Q
D
/
1
w
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
3
9' -0"
6' -8"
w
w
D
/
I
J
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
4
3' -0"
6' -8"
J
D
EXTERIOR
FRENCH DOOR
W/ SIDELITES
SEE SCHEDU E
W
SEE SCHEDULE
DOOR
SEE SCHEDU E
HARDWARE
REQUIRMENTS
S E SCHEDU E
o
w
c,
a
W
aW
w
0
w
1
9' -0"
6' -8"
'tt
Z
Owe
D
AL.
1
UJ
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
2
9' -0"
6' -8"
Q
D
AL.
1
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
3
9' -0"
6' -8"
w
J
D
AL.
I
J
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
4
3' -0"
6' -8"
J
E
WD.
J
Z
5
3' -0"
6' -8"
o
E
I
o
6
2' -6"
0
E
0
7
=
W
E
W
8
W
6' -8"
W
WD.
NOA #09- 1028.10 -W /LOW- E- GLASSW /U- VALUE:1.1- AND- SHGC:.37
U
V)
I
W
vii
V)
w
w
I
w
w
w
cn
V
V)
I
V)
F
G
H
J
INTERIOR
INTERIOR
INTERIOR
INTERIOR
POCKET DOOR
SLIDING
FULLY LOUVERED
BI -FOLD
DOOR
DOOR
LOUVER DOOR
E
INTERIOR
HOLLOW CORE
DOOR
SEE SCHEDULE
K
STEEL OVERHEAD
GARAGE DOOR
ASPHALT SHINGLES
90 LB__ 0?
30 LB -BASE W- TIN CAP
5/8" - PLYWOOD
SHEA�TH;NG _-
HURRICANE STRAP
SEE STRAP SCHEDULE
GALVANIZED DRIP EDGE
1"x2" WD. PT.
2 "x8" FASCIA BOARD
•Q •
4 "x16" SCREEN VENT,
SEE ATTIC VENT CALC.
P.T. NAILER
NEW 12 "x16" CONC.
TIE BEAM (SEE
STRUCTURAL DWG.)
3/4" STUCCO FINISH
TO MATCH EXISTING
°
COLUMN (BEYOND)
EXTEND STUCCO 6"
BELOW FINISH GRADE
CITY OF SOUTH MIA ;vii
BUILDING DEPT.
STRUCTURAL nI; rTlnnr
'ROVED 9Y: _� .7
DOOR SCHEDULE
W
SIZE
DOOR
FRAME
HARDWARE
REQUIRMENTS
NOTES
o
w
c,
a
W
aW
w
0
w
1
9' -0"
6' -8"
'tt
Z
Owe
D
AL.
1
UJ
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
2
9' -0"
6' -8"
Q
D
AL.
1
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
3
9' -0"
6' -8"
W
D
AL.
1
(n
NOA 09- 1028.10 -W LOW- E- GLASSW U- VALUE:1.1- AND- SHGC:.37
4
3' -0"
6' -8"
w
E
WD.
D
Z
5
3' -0"
6' -8"
E
WD.
6
2' -6"
6' -8"
E
WD.
7
2' -6"
6' -8"
E
WD.
8
3' -0"
6' -8"
B
WD.
NOA #09- 1028.10 -W /LOW- E- GLASSW /U- VALUE:1.1- AND- SHGC:.37
GENERAL DOOR NOTES:
1. CONTRACTOR SHALL COORDINATE AND VERIFY
WITH DOOR MANUFACTURER'S SHOP DRAWINGS
FOR REQUIRED MASONRY OPENING FOR PROPER
INSTALLATION BEFORE CONCRETE BLOCK WORK
IS STARTED OR TIE COLUMNS ARE POURED.
G.C. TO VERIFY WITH DOOR INSTALLER. DOOR
SIZES ON DRAWINGS ARE NOMINAL DIMENSIONS.
2. INSTALLATION OF DOOR ASSEMBLIES SHALL BE
IN STRICT ACCORDANCE WITH THE DESIGNATED
AND APPROVED METHOD INDICATED IN THE SHOP
DRAWINGS AND THE N.O.A. SUBMITTALS AS
APPROVED PRODUCT CONTROL PER THE F.B.C.
3. ALL FIXED GLASS PANELS SHALL BE 3/16" OR
THICKER AS REQ. TO MEET WIND LOADS AND
IMPACT REQUIREMENTS. ALL GLASS USED INSIDE
OF DWELLING TO BE TEMPERED, TO COMPLY WITH
THE F.B.C.
4. ALL EXTERIOR DOORS TO BE IMPACT RESISTANT.
SEE SHOP DRAWINGS FOR EXACT SPECIFICATIONS.
ALL EXISTING OPENINGS (IF APPLICABLE) TO BE FIELD
VERIFIED PRIOR TO ORDERING DOOR ASSEMBLY.
FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED
WITH A DOOR SCOPE OR VISION PANEL.
5. ALL LOCKS ON EXTERIOR DOORS SHALL BE
CAPABLE OF RESISTING A FORCE OF 300 LB.
APPLIED IN ANY MOVABLE DIRECTION IN
ACCORDANCE WITH RESISTANCE STANDARDS
SET FORTH IN F.B.C.
6. EVERY CLOSET DOOR LATCH SHALL BE SUCH
THAT CHILDREN CAN OPEN THE DOOR FROM
INSIDE THE CLOSET.
7. EVERY BATHROOM DOOR LOCK SHALL BE
DESIGNED TO PERMIT THE OPENING OF THE
LOCKED DOOR FROM THE OUTSIDE IN AN
EMERGENCY.
_0OLTRAIN
JONa
ARMYMM
MIAMI
COLTRAIN AND JONES ARCHITECTS, P.A.
AA 26000922
TELEPHONE (305) 285 -67231 FAX (305) 2856722
535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
APPROVALS /REVISIONS DATE
I SEAL: I
O
Cn
o
Mark A Coltrain AR 0013380
Richard K. Jones, AIA AR 0015755
SHEET TITLE:
DETAILS AND
SCHEDULES
Job No. Drawing No.
Drawn By:
Date Plotted: A3,0
Dote
Scale:
(VARIES — SEE DRAWING)
W
Z
0
w
Q
U
>
'tt
Z
Owe
W
UJ
0
Q
IL
C)
U)
0
L
W
0
W
�_
(n
J
Z
'Cf
w
D
Z
-
0
Q
I SEAL: I
O
Cn
o
Mark A Coltrain AR 0013380
Richard K. Jones, AIA AR 0015755
SHEET TITLE:
DETAILS AND
SCHEDULES
Job No. Drawing No.
Drawn By:
Date Plotted: A3,0
Dote
Scale:
(VARIES — SEE DRAWING)