14-88-016NOTE:
WALL AND CEILING FINISHES SHALL HAVE
A FLAME- SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 PER R315.1 FBC
INSULATION MATERIALS WITHING FLOOR - CEILING ASSEMBLEIES
SHALL HAVE A FLAME- SPREAD INDEX NOT TO EXCEED
25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT
EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84
PER R316.1 F.B.C.
SCOPE OF NEW WORK
NEW BEDROOM
NEW BATHROOM
NEW CLOSET
(N) DENOTES NEW
(E) DENOTES EXISTING TO REMAIN
PROVIDE SOUND
INSULATION AT ALL NEW INTERIOR
WALLS TYPICAL
ADDITION REMODELING TO COMPLY
WITH FBC 2010
LEVEL -1 ALTERATION
NOTE:
BATHTUB AND SHOWER FLOORS AND
WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH
NONABSORBENT SURFACE EXTENDED TO A HEIGHT NOT LESS
6 FEET A.F.F.
NOTE:
GREEN BOARD SHALL NOT BE USED
AS HARDIBOARD DIRECTLY BEHIND
TUB TILES OR SHOWER AREAS
PROVIDE CAT. II SAFETY GLAZING
TO ALL SLIDING, SWINGING GLASS DOORS,
SIDELIGHTS SHOWER ENCLOSURES AND WITHING
60" A.F.F. OF TUBS AND SHOWERS
TERMITE PROTECTION
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
TERM IDES OR OTHER APPROVED METHODS OF TERMITE
PRO ON LABELED FOR USE AS A PREVENTIVE TREATMENT TO
NEW NSTRUCTION
"THE UILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PR ON OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE
WITH ULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF
AGRI TORE AND CONSUMER SERVICES."
WALL NG FIXTURES STUDS IN BEARING WALLS, EXTERIOR WALLS AND NON- BEARING
P S SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL NOT
BE THAN 2x4 STUDS, WHERE SPACED NOT MORE THAN 16 O.C.
STEEL DS SUPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLE OR NOT
LESS K 20 GAGE WITH A MINIMUM MOMENT OF INERTIA EQUAL TO 0.864 IN SUCH
STUDS HALL BE RIGIDLY CONNECTED TO TOP AND BOTTOM TO PREVENT SIGNIFICANT
ROTA OR DISPLACEMENT. PER FBC 25.5.1.1
r-�— CEMENTITIOUS BOARD CER TILE ON THINSET
CER TILE FINISH TO BE SELECTED BY OWNER
CONT. SEALANT CER. TILE CURB
f CHAMFER BOTH
� ipen PO W MBRANE UP WALL �OUS BOARD
MORTAR ED 1 1 2" DEEP MIN. SLOPE TO CER TILE
L -- �77-W %MESH REINFORCEMENT BOND COAT
..
FINISH ROOF —
PLYWOOD SHEKMIN
PRE -FAB TRUSSES
SEE STRUCT. DWG S
;. O O
O O
— SHOWER PAN MEMBRANE N INTO I
DRAIN BODY AND CLAMP MORTAR BED 1 1/2" DEEP MIN. SLOPE
— CEMENTT IOUS BOARD DRAIN W /MESH REINFORCEMENT
CAST IRON DRAIN CONT. P.T. WD. ECURED
TO SUB -FLOOR
SHOWER CURB DTL.
SCALE: 1 1/2"-V-0"
LEAD FLASHING SHEET SET CONT. 24 GA. (0.032 GALV. STRIP EDGE
ON ROOFING CEMENT, AND FASTEN TO WOOD SUBSTRATE W /ALV. RING
TUCKED 2" MIN. INTO VENT SHANK NAILS 0 4" O.r- (DRIP 0 HAVE
PIPE 8 LAPPED JOINTS)
VENT PIPE, SEE PLUMBING
DRAWINGS FOR SIZE AND
LOCATION
EXTEND FLASHING SHEET
6" MIN. OVER TILES O�LOW
VENT, FOLD EDGE 1/2
FOR STIFFNESS 1x2 CONT. P.T. WOOD
BLOCKING ATTACHED
TO PT. WD. FASCIA
WITH 2 -8d GALV. NAILS
24" O.C.
CONT. 2x10 PT WD FASCIA BOARD
ATTACHED TO EACH RAFTER
WITH 2 -10d GALV. NAILS
TYPICAL ROOF DTLS.
SCALE: 1/4"=1'-0*
+8' -3 "AFF EXISTINP STRUCTURE
„ VC 3 -5/8" TOP PLATE RUNNERS 1 /2 GYP. BD7m"'Il MIN 25 MSG FASTEN AT 16" O.0
CEILING t MAX. 8 -0 A.F.F.
PAINT FINISH I FULL THICKNESS BLANKET
ACOUST. INSULATION
AS REQUIRED
5/8" GYP. BD.
ON 3 -5/8" MTL STUDS I
25 GA.16" O.C.
FIN. FLOOR
EXISTING —
NEW PAR
SCALE 1 1/2 — 1
5/8 " GYP. BD.
ON 3 -5/8" MTL STUDS
16" O.C.
PAINT FINISH
BASE AND FLR. FINISH
- AS SCHEDULED
CONT. MTL.
RUNNER
W SEALANT
-A L AROUND
NAIILER OD
DRIP EGE DETAIL
SCALE: 1"=V-0'
+8' -3 "AFF EX STRUCTURE
7I . 3 -5/8" TOP PLATE RUNNERS
MIN 25 MSG FASTEN AT 16" O.0
1 /2 GYP. BDCEILING MAX. 8' -0" A.F.F.
PAINT FINISH
FULL THICKNESS BLANKET
ACOUST. INSULATION
AS REQUIRED
BATHROOM
CER. TILE FINISH
ON CEMENT BOARD,
I
3 5/8 " METAL STUDS
® 16" O.C.
FIN. FLOOR
EXISTING
NEW PAR
SCALE 1 1/2
�i
EXISTING KITCHEN
NIC
EXISTING DINING
0
REF.
EXISTING BEDROOM
NIC
W/D
COMBO A/C
ONE STORY
RESIDENCE
# 4301
1000 sq.ft.
ELEVATION 21.86' NGVD
EXISTING LIVING
NIC
EXISTING DECK
NIC
5/8 " GYP. BD.
ON 3 -5/8" MTL STUDS
16" O.C.
PAINT FINISH BATHTUB AND SHOWER FLOORS AND
WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH
BASE AND FLR. FINISH NONABSORBENT SURFACE EXTENDED TO A HEIGHT NOT LESS
- AS SCHEDULED 6 FEET A.F.F.
CONT. MTL.
RUNNER
W /SEALANT
ALL AROUND
WALL SECTION -2
SCALE: 1 1/2"=l'-O"
E OVER 90 #SLATE OVER
EXT GRADE PLYWOOD
Od
SHANK NAIL AT 6°
AND INTERIOR PANEL
EXTERIOR PANELS EDGE,
D, IF APPLICABLE.
ig
CL.
0
n
Q
:X. 'IS)T.
BA
NIC
O
EXISTING BEDROOM
NIC
EXISTING CLOSET
10' -4"
NEW ADDITION
400 SQ.FT.
NEW BEDROOM
MATCH EXISTING HOUSE FINISH FLOOR
ELEVATION 21.86' NGVD
7' -10"
13
r---- - - - --1
I WIC I
I I
I I
I O I
3 `
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0V
0
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' -10" TUB
sel
,�.
EGRESS EGRESS A-
15' -4"
222)4 0"
PROPOSED FLOOR PLAN
SCALE: 1/4"=l'-O"
5' -0"
a
I
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au)
I r
in o
I
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o_
I
I,
r
DOOR SCHEDULE
PREMAHUFACTURED WD TRUSSES
NO.
U
J 24" O.0 ([1JANUF. TO SUBMIT
SHOP DV/G'S. FOR ENGINEER'S
12
FINISH
APPROVAL)
J
( l
REMARKS
WIDTH
sEt
THICK
ROQFOOF p�j
z
FIBERGLASS SHINGLE OVER 90 #SLATE OVER
Cy )
30#' FELT ON 5/8" EXT.GRADE PLYWOOD
Q
p
SHEATHING WITH 10d
3' -0" 1
6' -8"
GALVANIZED RINGS SHANK NAIL AT 6"
FLUSH
AT INTERIOR FIELD AND INTERIOR PANEL
PAINTED
O
EDGES AND 4" AT EXTERIOR PANELS EDGE,
AND AT GABLE END, IF APPLICABLE.
2' -8"
6' -8"
GALV METAL DRIP
2X6
lo��
ON 1"X2" P.T
PAINTED
CONT. NAILER
s •
3
FIBERGLASS BATT (P, -30)
6' -8"
TOP OF TIE BM
-
POCKET
,•
ELEV +8' -0"
1/2" GYP. WALL BD.
MATCH EXISTING
4
3' -0"
HOUSE F.V
1" X 4 "P.T NAILER
SLIDING
CATII GLASS
1 "X 2" P T. FIRESTOP 8' MAX.
tD
WD FASCIA CONT.
Q
5
LATCH EXISTING
GALV STL SEAT & HURRICANE
ANCHOR AT EACH TRUSS
(SEE SCHEDULE)
*PROVIDE
HEW SCREEN VENT
CONC TIE BEAM AS SCHED
2 2. 5
TO MATCH EXIST
(SEE SCHEDULE)
W
IQ H)
O
6
MATCH EXIST
TO�1G fr_ GROOVE SIDING
1/2" P T. PLYWOOD BACKING
3/4" CAVITY INSULATION (R -5.1)
MATCH EXISTING F V
(TYP ALL EXTERIOR WALLS)
SIDELIGHTS SHOWER ENCLOSURES AND WITHING
7
VERT BAR AS PER NOTED
1/2" GYPSUM R,�ARD ON I" X 2"
Of ,l FOUNDATION PLAN
P.T. WD. FURRING STRIPS C 16" 0 C
1" X 4" PT. CONT NAILER
PROVIDE 9GA HORIZ REINF.
(TYPICAL)
16" C-, C. VERT
3/4" X 6" H G. WOOD BASE BOARD
V)
HARDIEPLANK LAP SIDING WITH COLOR PLUS
D
TECHNOLOGY 8.25" CEDARMILL COLOR
23/32 "THICK A.P.A EXTERIOR STRUCTURAL
MONTERREY TAUPE JH40-20 MATCH EXISTING
PLYWOOD FLOOR SHEATING FASTENED
NO.
OVER 1'k P.T. WOOD BLOCKING
TO WOOD LEDGER AND JOINTS WITH
OPENIHEIGHT
REMARKS
10d NAILS SPARED AT 16 "O C.
LIGHT TEXTURE STUCCO
FINISH Ot,J 8" CONIC BLOCI,\
P T WD NO JOIST SEE STRUCT.
37" 50 5/8" WINDOWS SHALL HAVE GLAZED OPENING OF CLEAR GLASS
TOP OF FINISH FLOOR
OF AREA NOT LESS THAN 8% OF
THE FLOOR AREA
EL + 0' -0 =21 86'(NGVD)
OF THE ROOM SERVED BY THEM
II —III 'll —III
jFl j� I I I =1
=' HATCH AREA MEANS, ALL THESE (EACH ONE)
MASONRY BLOCK TO BE FILLED OUT WITH GROUT
THE MINIMUM NET CLEAR OPENING
SEE STRUCTURAL DRAWINGS
HEIGHT DIMENSION SHALL BE 24 IN.
- THE MINIMUM NET CLEAR OPENING
NOTES
LEDGER
II- C
—
i ALL WINDOWS AS MANUFACTURED BY PGT OR EQUAL APPROVED ".
(SEE STRUCT DRAWINGS)
i A
AREA SHALL BE 5.7 SQ. FT.
3. ALL WINDOWS SHALL COMPLY W ENERGY CALCULATIONS.
m
111
II I �ll ;III —I I' —�I I I —I I
CL
...• - ,1 =1 I
•' —
CCf 1C FOOTING (YI/F -1 G)
• . ; II II I I —)
SEE FOOTING SCHED,
�' •.•
a ::' • .
TYPICAL WALL SECTION -1
SCALE: 3/4"=l'-O"
r-�— CEMENTITIOUS BOARD CER TILE ON THINSET
CER TILE FINISH TO BE SELECTED BY OWNER
CONT. SEALANT CER. TILE CURB
f CHAMFER BOTH
� ipen PO W MBRANE UP WALL �OUS BOARD
MORTAR ED 1 1 2" DEEP MIN. SLOPE TO CER TILE
L -- �77-W %MESH REINFORCEMENT BOND COAT
..
FINISH ROOF —
PLYWOOD SHEKMIN
PRE -FAB TRUSSES
SEE STRUCT. DWG S
;. O O
O O
— SHOWER PAN MEMBRANE N INTO I
DRAIN BODY AND CLAMP MORTAR BED 1 1/2" DEEP MIN. SLOPE
— CEMENTT IOUS BOARD DRAIN W /MESH REINFORCEMENT
CAST IRON DRAIN CONT. P.T. WD. ECURED
TO SUB -FLOOR
SHOWER CURB DTL.
SCALE: 1 1/2"-V-0"
LEAD FLASHING SHEET SET CONT. 24 GA. (0.032 GALV. STRIP EDGE
ON ROOFING CEMENT, AND FASTEN TO WOOD SUBSTRATE W /ALV. RING
TUCKED 2" MIN. INTO VENT SHANK NAILS 0 4" O.r- (DRIP 0 HAVE
PIPE 8 LAPPED JOINTS)
VENT PIPE, SEE PLUMBING
DRAWINGS FOR SIZE AND
LOCATION
EXTEND FLASHING SHEET
6" MIN. OVER TILES O�LOW
VENT, FOLD EDGE 1/2
FOR STIFFNESS 1x2 CONT. P.T. WOOD
BLOCKING ATTACHED
TO PT. WD. FASCIA
WITH 2 -8d GALV. NAILS
24" O.C.
CONT. 2x10 PT WD FASCIA BOARD
ATTACHED TO EACH RAFTER
WITH 2 -10d GALV. NAILS
TYPICAL ROOF DTLS.
SCALE: 1/4"=1'-0*
+8' -3 "AFF EXISTINP STRUCTURE
„ VC 3 -5/8" TOP PLATE RUNNERS 1 /2 GYP. BD7m"'Il MIN 25 MSG FASTEN AT 16" O.0
CEILING t MAX. 8 -0 A.F.F.
PAINT FINISH I FULL THICKNESS BLANKET
ACOUST. INSULATION
AS REQUIRED
5/8" GYP. BD.
ON 3 -5/8" MTL STUDS I
25 GA.16" O.C.
FIN. FLOOR
EXISTING —
NEW PAR
SCALE 1 1/2 — 1
5/8 " GYP. BD.
ON 3 -5/8" MTL STUDS
16" O.C.
PAINT FINISH
BASE AND FLR. FINISH
- AS SCHEDULED
CONT. MTL.
RUNNER
W SEALANT
-A L AROUND
NAIILER OD
DRIP EGE DETAIL
SCALE: 1"=V-0'
+8' -3 "AFF EX STRUCTURE
7I . 3 -5/8" TOP PLATE RUNNERS
MIN 25 MSG FASTEN AT 16" O.0
1 /2 GYP. BDCEILING MAX. 8' -0" A.F.F.
PAINT FINISH
FULL THICKNESS BLANKET
ACOUST. INSULATION
AS REQUIRED
BATHROOM
CER. TILE FINISH
ON CEMENT BOARD,
I
3 5/8 " METAL STUDS
® 16" O.C.
FIN. FLOOR
EXISTING
NEW PAR
SCALE 1 1/2
�i
EXISTING KITCHEN
NIC
EXISTING DINING
0
REF.
EXISTING BEDROOM
NIC
W/D
COMBO A/C
ONE STORY
RESIDENCE
# 4301
1000 sq.ft.
ELEVATION 21.86' NGVD
EXISTING LIVING
NIC
EXISTING DECK
NIC
5/8 " GYP. BD.
ON 3 -5/8" MTL STUDS
16" O.C.
PAINT FINISH BATHTUB AND SHOWER FLOORS AND
WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH
BASE AND FLR. FINISH NONABSORBENT SURFACE EXTENDED TO A HEIGHT NOT LESS
- AS SCHEDULED 6 FEET A.F.F.
CONT. MTL.
RUNNER
W /SEALANT
ALL AROUND
WALL SECTION -2
SCALE: 1 1/2"=l'-O"
E OVER 90 #SLATE OVER
EXT GRADE PLYWOOD
Od
SHANK NAIL AT 6°
AND INTERIOR PANEL
EXTERIOR PANELS EDGE,
D, IF APPLICABLE.
ig
CL.
0
n
Q
:X. 'IS)T.
BA
NIC
O
EXISTING BEDROOM
NIC
EXISTING CLOSET
10' -4"
NEW ADDITION
400 SQ.FT.
NEW BEDROOM
MATCH EXISTING HOUSE FINISH FLOOR
ELEVATION 21.86' NGVD
7' -10"
13
r---- - - - --1
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' -10" TUB
sel
,�.
EGRESS EGRESS A-
15' -4"
222)4 0"
PROPOSED FLOOR PLAN
SCALE: 1/4"=l'-O"
5' -0"
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175 FOUNTAINEBLEAU BLVD. STE. 2-G
MIAMI, FLORIDA 33172.
PH: 305 - 277 -7165
FAX: 305-229-3839
AAAANTAE ARCHITECTURE
Manuel E Siques P.E.
8331 SW 12 terrace
Miami Fl lAMlttifiuwu,
v�L E Q �
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DOOR SCHEDULE
NO.
U
SIZE
TYPE
MATERIAL
FINISH
THRESHOLD
JAMB
REMARKS
WIDTH
HEIGHT
THICK
z
o
Q
Q
p
1
3' -0" 1
6' -8"
1 3/4'
FLUSH
WO
SOLIDS
PAINTED
O
2
2' -8"
6' -8"
1 314"
FLUSH
SOUR WOOD
PAINTED
NO DOOR IN ANY MEANS OF SCAPE
SHALL BE LOCKED AGAIST EGRESS
CAT. II SAFETY GLAZING
0 ALL SLIDING, SWINGING GLASS DOORS,
3
3' -0'
6' -8"
1 314"
POCKET
SOLID WOOD
PAINTED
(n
m
4
3' -0"
6' -8"
1/2
SLIDING
CATII GLASS
OPAQUE*
tD
�
Q
5
m
..
5
*PROVIDE
W
W
O
6
Q
Z
SIDELIGHTS SHOWER ENCLOSURES AND WITHING
7
J
60' A.F.F. OF TUBS AND SHOWERS
U
V)
O
D
O
WINDOWS SCHEDULE
NO.
TYPE
MASONRY
OPENIHEIGHT
REMARKS
(IMPACT RESISTANT GLAZING SYSTEM)
WIDTH
A CASEMENT
37" 50 5/8" WINDOWS SHALL HAVE GLAZED OPENING OF CLEAR GLASS
OF AREA NOT LESS THAN 8% OF
THE FLOOR AREA
OF THE ROOM SERVED BY THEM
EGRESS WINDOW NOTE:
THE MINIMUM NET CLEAR OPENING
HEIGHT DIMENSION SHALL BE 24 IN.
- THE MINIMUM NET CLEAR OPENING
NOTES
MINI
i ALL WINDOWS AS MANUFACTURED BY PGT OR EQUAL APPROVED ".
AND THE MINIMUM NET CLEAR OPENING
2 CONTRACTOR SHALL COORDINATE ALL MASONRY OPENINGS PRIOR TO BLOCK WALL & TIE BEAM ERECTION..
AREA SHALL BE 5.7 SQ. FT.
3. ALL WINDOWS SHALL COMPLY W ENERGY CALCULATIONS.
SILL HEIGHT AT 44" MAX A.F.F.
111
WITH WINDOWS MANUFACTURER & BLOCK OPENINGS PRIOR TO WINDOW FABRICATION.
175 FOUNTAINEBLEAU BLVD. STE. 2-G
MIAMI, FLORIDA 33172.
PH: 305 - 277 -7165
FAX: 305-229-3839
AAAANTAE ARCHITECTURE
Manuel E Siques P.E.
8331 SW 12 terrace
Miami Fl lAMlttifiuwu,
v�L E Q �
*•'GENSF
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NO.20233 _
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DOOR SCHEDULE
NO.
U
SIZE
TYPE
MATERIAL
FINISH
THRESHOLD
JAMB
REMARKS
WIDTH
HEIGHT
THICK
z
o
Q
Q
p
1
3' -0" 1
6' -8"
1 3/4'
FLUSH
WO
SOLIDS
PAINTED
O
2
2' -8"
6' -8"
1 314"
FLUSH
SOUR WOOD
PAINTED
NO DOOR IN ANY MEANS OF SCAPE
SHALL BE LOCKED AGAIST EGRESS
CAT. II SAFETY GLAZING
0 ALL SLIDING, SWINGING GLASS DOORS,
3
3' -0'
6' -8"
1 314"
POCKET
SOLID WOOD
PAINTED
(n
m
4
3' -0"
6' -8"
1/2
SLIDING
CATII GLASS
OPAQUE*
tD
�
Q
5
m
..
5
*PROVIDE
W
W
O
6
Q
Z
SIDELIGHTS SHOWER ENCLOSURES AND WITHING
7
J
60' A.F.F. OF TUBS AND SHOWERS
U
V)
O
D
O
WINDOWS SCHEDULE
NO.
TYPE
MASONRY
OPENIHEIGHT
REMARKS
(IMPACT RESISTANT GLAZING SYSTEM)
WIDTH
A CASEMENT
37" 50 5/8" WINDOWS SHALL HAVE GLAZED OPENING OF CLEAR GLASS
OF AREA NOT LESS THAN 8% OF
THE FLOOR AREA
OF THE ROOM SERVED BY THEM
EGRESS WINDOW NOTE:
THE MINIMUM NET CLEAR OPENING
HEIGHT DIMENSION SHALL BE 24 IN.
- THE MINIMUM NET CLEAR OPENING
NOTES
WIDTH DIMENSION SHALL BE 20 IN.
i ALL WINDOWS AS MANUFACTURED BY PGT OR EQUAL APPROVED ".
AND THE MINIMUM NET CLEAR OPENING
2 CONTRACTOR SHALL COORDINATE ALL MASONRY OPENINGS PRIOR TO BLOCK WALL & TIE BEAM ERECTION..
AREA SHALL BE 5.7 SQ. FT.
3. ALL WINDOWS SHALL COMPLY W ENERGY CALCULATIONS.
SILL HEIGHT AT 44" MAX A.F.F.
4, COORDINATE ALL WINDOWS ARCHES
WITH WINDOWS MANUFACTURER & BLOCK OPENINGS PRIOR TO WINDOW FABRICATION.
175 FOUNTAINEBLEAU BLVD. STE. 2-G
MIAMI, FLORIDA 33172.
PH: 305 - 277 -7165
FAX: 305-229-3839
AAAANTAE ARCHITECTURE
Manuel E Siques P.E.
8331 SW 12 terrace
Miami Fl lAMlttifiuwu,
v�L E Q �
*•'GENSF
v� •.I`�'''
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NO.20233 _
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175 FOUNTAINEBLEAU BLVD. STE. 2-G
MIAMI, FLORIDA 33172.
PH: 305 - 277 -7165
FAX: 305-229-3839
AAAANTAE ARCHITECTURE
Manuel E Siques P.E.
8331 SW 12 terrace
Miami Fl lAMlttifiuwu,
v�L E Q �
*•'GENSF
v� •.I`�'''
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NO.20233 _
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175 FOUNTAINEBLEAU BLVD. STE. 2-G
MIAMI, FLORIDA 33172.
PH: 305 - 277 -7165
FAX: 305-229-3839
AAAANTAE ARCHITECTURE
Manuel E Siques P.E.
8331 SW 12 terrace
Miami Fl lAMlttifiuwu,
v�L E Q �
*•'GENSF
v� •.I`�'''
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