14-88-014SAFEGUARDS DURING CONSTRUCTION
, -----------
ALL CONSTRUCTION PER 2010 F.B.C.
C1
EXISTING DOORS, DOOR FRAMES & HARDWARE SHALL BE
REMOVED AND STORED AS PER OWNER'S INSTRUCTIONS.
I
DOORS, FRAMES AND HARDWARE SHALL BE NEW
THE CONTRACTOR SHALL FURNISH ALL LABOR
d '
MATERIALS & EQUIPMENT TO DISCONNECT, DISMANTLE,
0
V)
a
- REMOVE & SALVAGE IN THE DISPOSITION OF DEMOLITION
STUCO FINISH
IN EXISTING SPACE.
0
Z
G.C. SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT
w I
DAMAGE TO EXISTING STRUCTURE OR EQUIPMENT
3/16" TITEN
CAUSED BY THIS OPERATION AND SHALL NOT INTERFERE
D
WITH EXISTING STRUCTURE SYSTEM.
U
UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA
N
SHALL BE CLEANED OF ALL DEBRIS AND PREPARED
�I
FOR NEW CONSTRUCTION.
1--
EXISTING CONDITIONS NOT SHOWN ON THIS PLAN
I i
SHALL BE REVIEWED WITH THE ARCHITECT
SLOPE EDGE 1/4"
PRIOR TO REMOVAL
II
THE G.C. SHALL PROVIDE ALL NECESSARY BARRICADES
wI
AND SAEFTY BARRIERS AS REQUIRED BY WORK, G.0
TO PROVIDE DUST CONTROL MEASURES.
i
G.C. SHALL COORDINATE TO ENSURE UTILITY SYSTEMS REMAIN IN
LLJ
OPERATION AS NEEDED TO ACCOMMODATE DEMOLITION ACTIVITIES.
AND SEALANT
COORDINATE INTERRUPTIONS TO UTILITIES WITH THE OWNER'S
REPRESENTATIVE AND ARCHITECT.
G.C. SHALL PRACTICE ALL PRACTICAL CARE TO PROVIDE DUST
O
AND NOISE CONTROL PROTECTION. COMPLY WITH GOVERNING REGULATIONS
PERTAINING TO ENVIROMENTAL PROTECTION.
a-
IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION
_
OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES
O
- CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR
O
ENVIRONMENTAL POLLUTION.
NOTE:
- ALL CONSTRUCTION ACTIVITIES, BOTH DEMOLITION AND NEW WORK, WHICH
Of
MIGHT CREATE DISTURBING NOISE LEVELS OR OTHERWISE INTERFERE WITH
THE DAY TO DAY OPERATIONS
SHALL BE PERFORMED 8:30AM TO 5:30 PM
I •
THESE ACTIVITIES SHALL INCLUDE BUT ARE NOT UMrrED TO:
C
- CUTTING OR CORE DRILLING, CUTTING IN CONCRETE FLOORS OR WALLS.
-DRILLING CONCRETE SLABS FOR PIPE HANGERS.
- DISABLING THE WAC SYSTEM.
-CRANE OPERATIONS
- - - - - - - - - - - - - - - - - - - - -
- DISRUPTION OF TENANT ACTIVITIES.
-0
CONSTRUCTION EQUIPMENTS AND MATERIALS SHALL
BE STORED AND PLACED SO AS NOT TO ENDANGER
a
THE PUBLIC WORKERS AND ADJOINNING PROPERTIES
GEf\�IERAL_ fvJOTES
----------- - - - - -i
I
1
I
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE
CONSTRUCTION BEGINS. ALL CONSTRUCTION SHALL COMPLY WITH F.B.C. 2010
O
CLEARING: REMOVE ORGANIC AND OTHER DELETERIOUS MATERIALS, INCLUDING
DESIGNATED TREES, ROOTS, ETC. FROM THE AFFECTED SITE. AREAS TO BE
COVERED BY BUILDINGS SLABS ON FILL, AND ALL AREAS UNDER PAVING SCARIFIED
TO A MINIMUM DEPTH OF 6' AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS,
I–
ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL
TRASH AND OTHER DELETERIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED
_ MATERIALS FOR SITE GRADING. EXCAVATION: EXCAVATE FOOTING TRENCHES TO
Y
= DEPTHS INDICATED ON ARCHITECTURAL DRAWINGS AND DETAILS. RELOCATE
EXCAVATED MATERIAL BACKFILL UNDER FOUNDATION IS STRICTLY PROHIBITED. ALL
WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. LUMBER USED
- SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR
INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO
THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS
FASTENING" ALL ROOF JOIST, OUTLOOKERS, BEAMS SHALL BE SECURED WITH
CL
APPROVED METALS TIES, CUPS AND ANCHORS TO TIE BEAMS. USE GALVANIZED
NAILS ONLY FOR ALL EXTERIOR WOOD WORK. ALL STUCCO SCRATCH COATS SHALL
o
BE ALLOWED 24 HOURS DRYING PERIOD. BURGLARY INTRUSION NOTES SWINGING
w
EXTERIOR DOORS AND DOORS CONNECTING GARAGE AREAS WITH LIVING AREAS
o ZD
SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT WITH 1' MINIMUM
CO o
THROW, OR A COMBINATION AND LATCH AND DEAD BOLT SET AS FOLLOWS:
°'
SWINGING ENTRANCE DOORS TO INDIVIDUAL UNITS SHOULD COMPLY WITH
PARAGRAPH 3602.2(E) HEREIN AND SHALL BE SECURED AS SET FORTH IN
SUB - PARAGRAPH 3603.2(A)(1), OR BY COMBINATION DEAD LATCH AND HARDENED
DEAD BOLT SETS OR DEAD BOLT WHICH CONTAINS AN INSERT, EACH WITH 1"
MINIMUM THROW. AT LEAST ONE SUCH ENTRANCE DOOR SHALL BE PROVIDED WITH
A DOOR SCOPE OR VISION PANEL COMPLYING WITH SUB - PARAGRAPH
3603.2(E)(1)(DD) OF S.F.B.C. SWINGING EXTERIOR DOORS AND DOORS CONNECTING
GARAGE AREAS WITH LIVING AREAS SHALL COMPLY WITH PARAGRAPH 3603.2(E) AS
FOLLOWS: SWINGING DOORS SHALL BE OF SOLID CORE, FLUSH CONSTRUCTION,
AND SHALL BE NOT LESS THAN 1 3/8' IN THICKNESS. SWINGING DOORS OF
STILE, RAIL AND PANEL CONSTRUCTION SHALL HAVE RAILS AND STILE NOT LESS
THAN 1 3/4' INCHES IN THICKNESS WITH RETAINING TONGUES OR SPLINES NOT
LESS THAN 3/8' IN LEAST DIMENSION. MAIN ENTRANCE DOORS SHALL BE
PROVIDED WITH A DOOR SCOPE OR VISION PANELS COMPLYING WITH PARAGRAPH j-
3603.2(F) OF F.B.C. LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6000
POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS
ADDITION REMODELING TO COMPLY
WITH FBC 2010
LEVEL -1 ALTERATION
TERMITE PROTECTION
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE
PROTECTION LABELED FOR USE AS A PREVENTIVE TREATMENT TO
NEW CONSTRUCTION
—�
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
-PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE
WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF
- AGRICULTURE AND CONSUMER SERVICES."
I
I
I
I
I
I
I
I
I
I-CD
I C
I�
I
I
I
1
I
I
10.00'
. 65.00'
26' -7"
: XISTING LANDSCAPE AREA TO REMAIN
0.50 10.00
I 0
I„w
0�
w�
wCn
I �
EXISTING LANDSCAPE AREA TO REMAIN
I`
I �
I ONES.T(
I.\ RESID'E1
\. #430
-----------
, -----------
v d
C1
0
SEE STRUCT. DWGS.
I
In
co
d '
EXISTING WATER
METER
NOTE: THERE ARE NO PERTINENT
FEATURES ON ADJACENT PROPERTIES
AND ACROSS THE STREET THAT
MAY AFFECT THE SYSTEM
INSTALLATION
I
N C
o rn
I � M
I v
I
I
I
I
I
- - - - - - - - - - - I
I
I
, I
-------- - - - - -7 I
all
I 10.44'
I
E�ISTING
UNDTGROUND
RVICE
� ' I
------- - - - - -- I
I I
` I I
I
° —J PROPOSED
r DRAIN FIELD StpPnk
L--- - - - - -J I
;ISTING GRASS AREA
I
I
25'
75.00' 4' SIDEWALK
13' PARKWAY
SITE PLAN
SCALE: 1/8"=l'-O"
57' RIGHT OF WAY
- 24' PAVEMENT
THERE WILL BE NO TREES REMOVAL
EXISTING TREES TO REMAIN TYP.
SW 60TH PLACE
i
SETBACKS:
25' FRONT REQUIRED: 25' -0" FT.
REAR REQUIRED: 25' -0" FT.
SIDE STREET REQUIRED: 5' -0" FT.
INTERIOR REQUIRED: 5' -0" FT.
MAX HT. 25' -0" PROVIDED EXISTING
ZONING LEGEND
NET LOT AREA: 10,029 SQ. FT.
FOOTPRINT MAX 50% ALLOW GROUND FLOOR x GROSS LOT AREA
SCOPE OF WORK
NEW ADDITION
10,029x.50 =5,014 SQ. FT.
EXISTING: GROUND FLOOR 1,000 SQ FT LOT COVERAGE
PROPOSED NEW CONST. OR ADDITION 400 SQ. FT.
TOTAL FOOTPRINT PROPOSED: 1400 SQ FT.
GREEN AREA % REQUIRED x GROSS LOT AREA
PROPOSED: N/A
10,029x.25= 2,507 SQ. FT.
TOTAL PROVIDED: EXISTING TO REMAIN
PROJECT DESCRIPTION
NEW CBS ADDITION
APPLICABLE CODES-
FLORIDA BUILDING CODE (2010)
NOTE: IN ADDITION ALL WORK TO CONFORM TO
APPLICABLE TRADE CODES, LAW & REGULATIONS.
Co
°a
EXISTING RESI
FRONT ELEVATION
SCALE: 1/4"=l'-O"
v d
CONC. LINTEL
0
SEE STRUCT. DWGS.
I
In
I>
d '
if
0
V)
a
q
STUCO FINISH
0
Z
•
w I
}�
3/16" TITEN
D
18" ON CENTER
U
�> --- <\
N
'
�I
TYP ALL AROUND
1--
I i
SLOPE EDGE 1/4"
II
wI
i
O
LLJ
AND SEALANT
O
a-
_
O
O
Of
I •
C
•
L-
- - - - - - - - - - - - - - - - - - - - -
- - - - -
-0
22' -q'
a
- - - --
----------- - - - - -i
I
1
I
I
I
° —J PROPOSED
r DRAIN FIELD StpPnk
L--- - - - - -J I
;ISTING GRASS AREA
I
I
25'
75.00' 4' SIDEWALK
13' PARKWAY
SITE PLAN
SCALE: 1/8"=l'-O"
57' RIGHT OF WAY
- 24' PAVEMENT
THERE WILL BE NO TREES REMOVAL
EXISTING TREES TO REMAIN TYP.
SW 60TH PLACE
i
SETBACKS:
25' FRONT REQUIRED: 25' -0" FT.
REAR REQUIRED: 25' -0" FT.
SIDE STREET REQUIRED: 5' -0" FT.
INTERIOR REQUIRED: 5' -0" FT.
MAX HT. 25' -0" PROVIDED EXISTING
ZONING LEGEND
NET LOT AREA: 10,029 SQ. FT.
FOOTPRINT MAX 50% ALLOW GROUND FLOOR x GROSS LOT AREA
SCOPE OF WORK
NEW ADDITION
10,029x.50 =5,014 SQ. FT.
EXISTING: GROUND FLOOR 1,000 SQ FT LOT COVERAGE
PROPOSED NEW CONST. OR ADDITION 400 SQ. FT.
TOTAL FOOTPRINT PROPOSED: 1400 SQ FT.
GREEN AREA % REQUIRED x GROSS LOT AREA
PROPOSED: N/A
10,029x.25= 2,507 SQ. FT.
TOTAL PROVIDED: EXISTING TO REMAIN
PROJECT DESCRIPTION
NEW CBS ADDITION
APPLICABLE CODES-
FLORIDA BUILDING CODE (2010)
NOTE: IN ADDITION ALL WORK TO CONFORM TO
APPLICABLE TRADE CODES, LAW & REGULATIONS.
Co
°a
EXISTING RESI
FRONT ELEVATION
SCALE: 1/4"=l'-O"
ALUM. /GLASS FRAMED
WINDOW WITH F.G. SCREEN
ON ALUM. FRAME
BACKER ROD
AND SEALANT
SLOPE EDGE TO
EXTERIOR TO DRAIN
STUCO FINISH '
OVER C.M.U.
CONC. SILL,
SEE STRUCT. DWGS. dq
FOR DETAILS
d
SECURE WINDOW FRAME
TO WALL W/1/4- TAPCONS
2.5" EMBED. MIN. INTO
CONCRETE LENTIL 24" O.C.:•,-
EXISTING FIBERGLASS SHINGLE ROOF
12
— 13
+56
-70
EGRESS
o<
11 if a
vi V
O
d '
RIGID BD. R -5 INSULATION
MINIMUM , - - --
1 /2" GYPSUM BOARD,
OVER METAL FURRING ----;
CHANNELS 016" O.C.
SECURE WINDOW FRAME -- - -- - ----
TO WALL W/11/4- TAPCONS
2.5" EMBED. MIN. INTO CONC. 24" O.C.
—CONT. MTL. CORNER
REINFORCEMENT
CAULKING
CONT. 1 X4 P.T. WD. BUCK
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT ATTACHED TO CONC. WITH
3/16" TITEN SCREWS CORROSIVE FREE
18" ON CENTER 2" MIN. EMBEDED INTO CONC.
P.T. WD. SHIMS AS
REQUIRED
CAULKING
WD. SILL SECURED
AS REQUIRED
CONT. MTL. CORNER
REINFORCEMENT
P.T. WD. SHIMS AS
REQUIRED
CONT. 1X4 P.T. WD. BUCK
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT
1/2" GYPSUM BOARD,
OVER METAL FURRING
' CHANNELS 016" O.C.
r. RIGID BD. R -5 INSULATION
WINDOW DTL. HEAD /SILL
NEW FIBERGLASS SHINGLE ROOF
COLOR TO MATCH EXISTING
12
13
NEW SIDING FINISH ON 8" CONC BLOCK
PAINT FINISH MATCH EXISTING
TOP OF FLOOR
-----------------------------------------------------------
EL + 0' -0 =21 86'(NGVD)
25'
NEW ADDITION
SIDE ELEVATION
SCALE: 1/4"=l'-O"
12
— 13
eel 01D
NEW FIBERGLASS SHINGLE ROOF
COLOR TO MATCH EXISTING
TOP OF TIE BM.
ELEV +8' -0"
MATCH EXISTING
HOUSE F.V.
22.5"
+56 � +56 TYP. O.H.
` -70
-62
EGRESS`. N`.
NEW SIDING FINISH ON 8" CONC BLOCK
PAINT FINISH MATCH EXISTING
NEW AD
22.5" 1.
IF
TYP 0 H
N
00
TOP OF FLOOR
EL. + 0'- 0= 21.86'(NGVD)
EXISTING FIBERGLASS SHINGLE ROOF
------- -1- - - - - --
EXISTING RESIDENCE NIC
IN
r
v d
CONC. LINTEL
0
SEE STRUCT. DWGS.
`..
In
FOR DETAILS
Q
m
d '
"�
(V
..
0
V)
a
q
STUCO FINISH
0
Z
OVER C.M.U.
p
Z
}�
3/16" TITEN
D
18" ON CENTER
U
I•
N
�
TYP ALL AROUND
1--
0
SLOPE EDGE 1/4"
II
TO FORM DRIP
BACKER ROD
LLJ
AND SEALANT
ALUM. /GLASS FRAMED
WINDOW WITH F.G. SCREEN
ON ALUM. FRAME
BACKER ROD
AND SEALANT
SLOPE EDGE TO
EXTERIOR TO DRAIN
STUCO FINISH '
OVER C.M.U.
CONC. SILL,
SEE STRUCT. DWGS. dq
FOR DETAILS
d
SECURE WINDOW FRAME
TO WALL W/1/4- TAPCONS
2.5" EMBED. MIN. INTO
CONCRETE LENTIL 24" O.C.:•,-
EXISTING FIBERGLASS SHINGLE ROOF
12
— 13
+56
-70
EGRESS
o<
11 if a
vi V
O
d '
RIGID BD. R -5 INSULATION
MINIMUM , - - --
1 /2" GYPSUM BOARD,
OVER METAL FURRING ----;
CHANNELS 016" O.C.
SECURE WINDOW FRAME -- - -- - ----
TO WALL W/11/4- TAPCONS
2.5" EMBED. MIN. INTO CONC. 24" O.C.
—CONT. MTL. CORNER
REINFORCEMENT
CAULKING
CONT. 1 X4 P.T. WD. BUCK
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT ATTACHED TO CONC. WITH
3/16" TITEN SCREWS CORROSIVE FREE
18" ON CENTER 2" MIN. EMBEDED INTO CONC.
P.T. WD. SHIMS AS
REQUIRED
CAULKING
WD. SILL SECURED
AS REQUIRED
CONT. MTL. CORNER
REINFORCEMENT
P.T. WD. SHIMS AS
REQUIRED
CONT. 1X4 P.T. WD. BUCK
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT
1/2" GYPSUM BOARD,
OVER METAL FURRING
' CHANNELS 016" O.C.
r. RIGID BD. R -5 INSULATION
WINDOW DTL. HEAD /SILL
NEW FIBERGLASS SHINGLE ROOF
COLOR TO MATCH EXISTING
12
13
NEW SIDING FINISH ON 8" CONC BLOCK
PAINT FINISH MATCH EXISTING
TOP OF FLOOR
-----------------------------------------------------------
EL + 0' -0 =21 86'(NGVD)
25'
NEW ADDITION
SIDE ELEVATION
SCALE: 1/4"=l'-O"
12
— 13
eel 01D
NEW FIBERGLASS SHINGLE ROOF
COLOR TO MATCH EXISTING
TOP OF TIE BM.
ELEV +8' -0"
MATCH EXISTING
HOUSE F.V.
22.5"
+56 � +56 TYP. O.H.
` -70
-62
EGRESS`. N`.
NEW SIDING FINISH ON 8" CONC BLOCK
PAINT FINISH MATCH EXISTING
NEW AD
22.5" 1.
IF
TYP 0 H
N
00
TOP OF FLOOR
EL. + 0'- 0= 21.86'(NGVD)
EXISTING FIBERGLASS SHINGLE ROOF
------- -1- - - - - --
EXISTING RESIDENCE NIC
IN
r
175 FOUNTAINEBLEAU BLVD. STE. 24
MIAMI, FLORIDA 33172.
PH: 305 -277 -7165
FAX: 305 - 229 -3839 I
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E. Slques P.E.
8331 SW 12 terrace
Miami��73ir'QJfjlrrrgrr�
IQ
�', ��'•���cNSF •''•40 -
e No. 21D233
f
STATE OF ;� w
,A�Q� ••'�C Q RVDP# -"
r 1�4111MIMirtp��„ �O
SHEET
A -0
.qNFFT of
LIJ
0
M
o
\
°
In
<
..
m
Q
m
Q
m
"�
(V
..
0
V)
a
Q
J
0
Z
C)
W
p
Z
J
O
D
O
U
-5
N
175 FOUNTAINEBLEAU BLVD. STE. 24
MIAMI, FLORIDA 33172.
PH: 305 -277 -7165
FAX: 305 - 229 -3839 I
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E. Slques P.E.
8331 SW 12 terrace
Miami��73ir'QJfjlrrrgrr�
IQ
�', ��'•���cNSF •''•40 -
e No. 21D233
f
STATE OF ;� w
,A�Q� ••'�C Q RVDP# -"
r 1�4111MIMirtp��„ �O
SHEET
A -0
.qNFFT of
LIJ
U
Z
CL
O
�
1--
0
Q
LLJ
O
a-
_
O
O
Of
C
0
a
U
O
I–
Y
z w
w
U
CL
CL
175 FOUNTAINEBLEAU BLVD. STE. 24
MIAMI, FLORIDA 33172.
PH: 305 -277 -7165
FAX: 305 - 229 -3839 I
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E. Slques P.E.
8331 SW 12 terrace
Miami��73ir'QJfjlrrrgrr�
IQ
�', ��'•���cNSF •''•40 -
e No. 21D233
f
STATE OF ;� w
,A�Q� ••'�C Q RVDP# -"
r 1�4111MIMirtp��„ �O
SHEET
A -0
.qNFFT of