09-1045-013I O P_OF_RIDI
EL. + 164"
PAINT
TOP OF BEA
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TOP OF SLA
EL. + 0' -0"
RAC7-Ai Dnnr DANICI ¢ ITVP 1
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3HT TEX-
-UCCO FIN. (TYP.)
PREFAB
DULDING (TYP.)
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SIDE (NORTH) ELEVATION
SCALE: 1/4" -1' -0"
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SIDE (SOUTH ELEVATION)
SCALE: 1/4" =1' -0"
TOP OF_RIDG�
METAL ROOF PANELS (TYP.)
4" SMOOTH STUCCO BAND
WALL MTD.
LIGHT FIXTURES (TYP.)
PREFAB
MOULDING (TYP.)
WOOD
SHUTTER (TYP_)
COMPOSITE
WOOD SIDING (TYP.)
SMOOTH -
STUCCO BASE (TYP.)
WOOD PAINTED \
BRACKET TYP.
SEE DET. 9 SHT. A -2
12
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PREFAB
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REAR (EAST ELEVATION)
SCALE: 1/4" =1' -0"
DECORATIVE
ALUMINUM GRILLE (TYP.)
SEE DETAIL 10 SHT. A -2
LIGHT TEX-
STUCCO FIN. (TYP.)
mill] VIE
L I
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TOP OF_RIDGE
EL. + 164'
TOP OF BEAM
C ENTRY
OIL
EL. + 13' -6"
TOP OF BEAM
EL- + Y -0"
TOP OF SLAB
EL. + 0' -0"
FRONT (WEST ELEVATION)
A/C UNIT
ABOVE SEE
SHEET M -1
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SEE SHEET
AIR COMPR
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EDGE OF
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EDGE OF All
COMPRESS
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A
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TOP OF RID(
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EL. + 164"
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FINISH
EL. + 13' -6"
WOOD PAIN
BRACKET T
SEE DET. 9
_ TOP OF BEA
EL. _+9v-0"
WALL MTD.
LIGHT FIXTI
LIGHT TEX.
STUCCO Fir
TOP OF SLA
EL. + 0' -0"
RAC7-Ai Dnnr DANICI ¢ ITVP 1
OOD PAINTED
1ACKET TYP.
=E DET. 9 SHT. A -2
3HT TEX-
-UCCO FIN. (TYP.)
PREFAB
DULDING (TYP.)
JALL MTD.
SHT FIXTURES (TYP.)
SIDE (NORTH) ELEVATION
SCALE: 1/4" -1' -0"
CO
WC
SN
ST
TYP.)
TYP.)
SIDE (SOUTH ELEVATION)
SCALE: 1/4" =1' -0"
TOP OF_RIDG�
METAL ROOF PANELS (TYP.)
4" SMOOTH STUCCO BAND
WALL MTD.
LIGHT FIXTURES (TYP.)
PREFAB
MOULDING (TYP.)
WOOD
SHUTTER (TYP_)
COMPOSITE
WOOD SIDING (TYP.)
SMOOTH -
STUCCO BASE (TYP.)
WOOD PAINTED \
BRACKET TYP.
SEE DET. 9 SHT. A -2
12
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I Vol I wim(141, 11, MIAMI, d'�
❑ ❑ 1 40
JAI -
O -
0 �
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PREFAB
MOULDING (TYP.)
I_1
OF BEAM
9' -0"
3OR
OF SLAB
0' -0"
REAR (EAST ELEVATION)
SCALE: 1/4" =1' -0"
DECORATIVE
ALUMINUM GRILLE (TYP.)
SEE DETAIL 10 SHT. A -2
LIGHT TEX-
STUCCO FIN. (TYP.)
mill] VIE
L I
ZV
TOP OF_RIDGE
EL. + 164'
TOP OF BEAM
C ENTRY
OIL
EL. + 13' -6"
TOP OF BEAM
EL- + Y -0"
TOP OF SLAB
EL. + 0' -0"
FRONT (WEST ELEVATION)
A/C UNIT
ABOVE SEE
SHEET M -1
VACUUM UN
SEE SHEET
AIR COMPR
SEE SHEET I
EDGE OF
CONC.PAD
EDGE OF All
COMPRESS
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A
A -3
GENERAL NOTES
1 CONCEALED SPACES AT STUD PARTITIONS
AND FURRED SPACES SHALL BE
FIRE-STOPPED TO LIMIT MAX. DIMENSION TO!'
AS PER R4409.7.2.1 F.B.C.- 2004
2 WOOD FURRING STRIPS OR THE OTHER
WOOD FRAMING MEMBERS ATTACHED
DIRECTLY TO THE INTERIOR OR EXTERIOR
MASONRY OR CONCRETE WALLS BELOW
GRADE SHALL BE APPROVED NATURALLY
DURABLE OR PRESERVATIVE - TREATED WOOD.
3 AS PER R315.1 FBC -2004 WALL AND CEILING
FINISHES SHALL HAVE FLAME - SPREAD
CLASSIFICATION OF NO GREATER THAN 200
4 COORDINATE ALL MASONRY OPENINGS
AND DOORS MANUFACTURER PRIOR TO
TIE BEAM AND BLOCK ERECTION.
BURGLARY INTRUSION NOTES
DISABLED ACCESSIBILITY NOTES:
1.- TOILET ROOM DOOR TO HAVE LEVER
TYPE HRDW. W /SELF CLOSER TYP.
2. -ALL COMMON AREAS SHOULD DE
ACCESSIBLE TO THE DISABLED.
3.- MAXIMUM 1/2" DIFFERENCE ON LEVEL AT
ANY FLOOR LEVEL -
4. -DOORS MANEUVERING TO COMPLY WITH
SECT.4.13 -6
5. -WORK AREAS TO COMPLY WITH
SECT.4.1.1(3)
6. -CURB RAMP TO COMPLY WITH SECT.4.7
AND 4.8
1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE
KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE
KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK IS
USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED
BOLT INSERTS -
2. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
REMOVABLE PINS.
3. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR
OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE
STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES.
4. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE
OF NOT LESS THAN 1 1 /a" THICK.
5. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
NATIONAL STANDARDS INSTITUTES - STANDARD 297.1.
6. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN
40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND
SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL
STANDARDS INSTITUTES - STANDARD 297.1.
7. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND
CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE
TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY
WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S
ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA
1303.3.
a- FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR
SCOPE OR VISION PANEL.
9. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING
A FORCE OF 300 LBS_ APPLIED IN ANY MOVABLE DIRECTION AND IN
ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE
FLORIDA BUILDING CODE_
FLOOR PLAN
SCALE: 1/4" =1' -0"
N
ATTIC VENT CALCULATION (2ND FLOOR)
(F.B.0 2004 ED 84409.13.3.2)
ROOF AREA - 1,540 S.F = 10.26 S.F REQ VENT
150 150
ROOF PERIMETER = 142' -0"
- PROVIDE A 2" WIDE CONTINUOUS ATTIC VENTILATION
142 L.F X.16 = 22.72 S.F
DOOR SCHEDULE
_ — -- - 41' -2" - - -- _ -- -
------ - - - - -9 _ -- _- 7 -- -\ - - -- - - --
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FINISH
THRESHOLD
JAMB
REMARKS
WIDTH
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THICK
9' -10 I ° - 6-6" -6\ � a' 0%
I
ENTRY
T -0"
10
1 3/4"
STORE FRONT
ALUM.
OFFICE
EMPLOYEE o RECEP.
ALUM.
1 ING
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REAR
T -0"
G' -i"
1 3/4"
SWING
METAL
PAINTED
O (9' -0" CEILING)
LOUNGE °' (9' -0" CEILING)
W /SELF CLOSER
AREA
I °
3' 0"
6' i"
1 3/4"
SWING
WOOD
PAINTED
MEN
_
(9' -0" CEILING)
/(�'
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2' G"
G' i"
1 3/2"
1 BI -FOLD
WOOD
(W-
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GENERAL NOTES
1 CONCEALED SPACES AT STUD PARTITIONS
AND FURRED SPACES SHALL BE
FIRE-STOPPED TO LIMIT MAX. DIMENSION TO!'
AS PER R4409.7.2.1 F.B.C.- 2004
2 WOOD FURRING STRIPS OR THE OTHER
WOOD FRAMING MEMBERS ATTACHED
DIRECTLY TO THE INTERIOR OR EXTERIOR
MASONRY OR CONCRETE WALLS BELOW
GRADE SHALL BE APPROVED NATURALLY
DURABLE OR PRESERVATIVE - TREATED WOOD.
3 AS PER R315.1 FBC -2004 WALL AND CEILING
FINISHES SHALL HAVE FLAME - SPREAD
CLASSIFICATION OF NO GREATER THAN 200
4 COORDINATE ALL MASONRY OPENINGS
AND DOORS MANUFACTURER PRIOR TO
TIE BEAM AND BLOCK ERECTION.
BURGLARY INTRUSION NOTES
DISABLED ACCESSIBILITY NOTES:
1.- TOILET ROOM DOOR TO HAVE LEVER
TYPE HRDW. W /SELF CLOSER TYP.
2. -ALL COMMON AREAS SHOULD DE
ACCESSIBLE TO THE DISABLED.
3.- MAXIMUM 1/2" DIFFERENCE ON LEVEL AT
ANY FLOOR LEVEL -
4. -DOORS MANEUVERING TO COMPLY WITH
SECT.4.13 -6
5. -WORK AREAS TO COMPLY WITH
SECT.4.1.1(3)
6. -CURB RAMP TO COMPLY WITH SECT.4.7
AND 4.8
1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE
KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE
KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK IS
USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED
BOLT INSERTS -
2. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
REMOVABLE PINS.
3. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR
OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE
STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES.
4. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE
OF NOT LESS THAN 1 1 /a" THICK.
5. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
NATIONAL STANDARDS INSTITUTES - STANDARD 297.1.
6. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN
40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND
SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL
STANDARDS INSTITUTES - STANDARD 297.1.
7. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND
CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE
TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY
WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S
ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA
1303.3.
a- FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR
SCOPE OR VISION PANEL.
9. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING
A FORCE OF 300 LBS_ APPLIED IN ANY MOVABLE DIRECTION AND IN
ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE
FLORIDA BUILDING CODE_
FLOOR PLAN
SCALE: 1/4" =1' -0"
N
ATTIC VENT CALCULATION (2ND FLOOR)
(F.B.0 2004 ED 84409.13.3.2)
ROOF AREA - 1,540 S.F = 10.26 S.F REQ VENT
150 150
ROOF PERIMETER = 142' -0"
- PROVIDE A 2" WIDE CONTINUOUS ATTIC VENTILATION
142 L.F X.16 = 22.72 S.F
DOOR SCHEDULE
NO.
LOCATION
H
SIZE
43" I
TYP E
MATERIAL
FINISH
THRESHOLD
JAMB
REMARKS
WIDTH
HEIGHT
THICK
1
ENTRY
T -0"
G' -i"
1 3/4"
STORE FRONT
ALUM.
WHITE
WEATHER STRIP
ALUM.
STORE FRONT W /SELF CLOSER. CAT II
2
REAR
T -0"
G' -i"
1 3/4"
SWING
METAL
PAINTED
WEATHER STRIP
METAL
W /SELF CLOSER
3
INTERIOR
3' 0"
6' i"
1 3/4"
SWING
WOOD
PAINTED
FLUSH
WOOD
W /SELF CLOSER AT BATHROOM AND WAITING AREA
4
CLOSET
2' G"
G' i"
1 3/2"
1 BI -FOLD
WOOD
PAINTED
FLUSH
WOOD
INDOW SCHEDL
MODULAR SIZES
W
H
36"
43" I
" SEE EXTERIOR ELEVATIONS FOR DECORATIVE MUTTINGS
COMPONENTS OF MEANS OF ESCAPE:
(A) NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN
36" WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE UNLESS A LARGER
DOOR OPENING IS REQUIRED TO SATISFY REQUIREMENTS OF F.B.C.
(B) EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN
THE DOOR FROM INSIDE THE CLOSET.
(C) EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING
OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
(D) DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE
REQUIREMENTS OF PARAGRAPH 3103 -2(C) F.B.C.
(E) NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN
THE BUILDING IS OCCUPIED- ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT
EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED.
NOTE:
ALL WINDOWS AND GLASS DOORS SHALL BE IMPACT
RESISTANT HURRICANE RATED AS PER MIAMI DADE
COUNTY PRODUCT CONTROL APPROVALS
01D
12485 S.W. 137 AVE. SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
CONSULTANTS
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01.15.09 D.D.
MARK DATE DESCRIPTION
A. B. AS -BUILT
R.A.P. REVISION AFTER PERMIT
I.D.C. BUILDING DEPT. COMMENTS
C.C. COORDINATION CHANGES
P.S. PERMIT SET
D. D, DESIGN DEVELOPMENT
P.H. PUBLIC HEARING
S.P.R. SITE PLAN REVIEW
PROJECT No. LB107
DRAWN BY: A.P. & P.W.
CHECKED BY: L.B.
a
A, I
M LEOPOLDO BELLON, AIA (AR- 008737)
1 -1 ANGEL MILANES, AIA (AR- 0015845)
SHEET TITLE
GROUND FLOOR PLAN
A -1
SHEET OF