14-88-011SAFEGUARDS DURING CONSTRUCTION
ALL CONSTRUCTION PER 2010 F.B.C.
EXISTING DOORS, DOOR FRAMES & HARDWARE SHALL BE
REMOVED AND STORED AS PER OWNER'S INSTRUCTIONS.
DOORS, FRAMES AND HARDWARE SHALL BE NEW
THE CONTRACTOR SHALL FURNISH ALL LABOR
MATERIALS & EQUIPMENT TO DISCONNECT, DISMANTLE,
REMOVE & SALVAGE IN THE DISPOSITION OF DEMOLITION
IN EXISTING SPACE.
G.C. SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT
DAMAGE TO EXISTING STRUCTURE OR EQUIPMENT
CAUSED BY THIS OPERATION AND SHALL NOT INTERFERE
WITH EXISTING STRUCTURE SYSTEM.
UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA
SHALL BE CLEANED OF ALL DEBRIS AND PREPARED
FOR NEW CONSTRUCTION.
EXISTING CONDITIONS NOT SHOWN ON THIS PLAN
SHALL BE REVIEWED WITH THE ARCHITECT
PRIOR TO REMOVAL.
THE G.C. SHALL PROVIDE ALL NECESSARY BARRICADES
AND SAEFTY BARRIERS AS REQUIRED BY WORK, G.0
TO PROVIDE DUST CONTROL MEASURES.
G.C. SHALL COORDINATE TO ENSURE UTILITY SYSTEMS REMAIN IN
OPERATION AS NEEDED TO ACCOMMODATE DEMOLITION ACTIVITIES.
COORDINATE INTERRUPTIONS TO UTILITIES WITH THE OWNER'S
REPRESENTATIVE AND ARCHITECT.
G.C. SHALL PRACTICE ALL PRACTICAL CARE TO PROVIDE DUST
AND NOISE CONTROL PROTECTION. COMPLY WITH GOVERNING REGULATIONS
PERTAINING TO ENVIROMENTAL PROTECTION.
IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION
OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES
CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR
ENVIRONMENTAL POLLUTION.
NOTE:
ALL CONSTRUCTION ACTIVITIES, BOTH DEMOLITION AND NEW WORK, WHICH
MIGHT CREATE DISTURBING NOISE LEVELS OR OTHERWISE INTERFERE WITH
THE DAY TO DAY OPERATIONS
SHALL BE PERFORMED 8:30AM TO 5:30 PM
THESE ACTIVITIES SHALL INCLUDE BUT ARE NOT LIMITED TO:
- CUTTING OR CORE DRILLING, CUTTING IN CONCRETE FLOORS OR WALLS.
- DRILLING CONCRETE SLABS FOR PIPE HANGERS.
- DISABLING THE HVAC SYSTEM.
-CRANE OPERATIONS
- DISRUPTION OF TENANT ACTIVITIES.
CONSTRUCTION EQUIPMENTS AND MATERIALS SHALL
BE STORED AND PLACED SO AS NOT TO ENDANGER
THE PUBLIC WORKERS AND ADJOINNING PROPERTIES
-
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE
CONSTRUCTION BEGINS. ALL CONSTRUCTION SHALL COMPLY WITH F.B.C. 2010
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,
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
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
APPROVED METALS TIES, CLIPS AND ANCHORS TO TIE BEAMS. USE GALVANIZED
NAILS ONLY FOR ALL EXTERIOR WOOD WORK. ALL STUCCO SCRATCH COATS SHALL
BE ALLOWED 24 HOURS DRYING PERIOD. BURGLARY INTRUSION NOTES SWINGING
EXTERIOR DOORS AND DOORS CONNECTING GARAGE AREAS WITH LIVING AREAS
SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT WITH 1" MINIMUM
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"
1.11NIMUM 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
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."
65.00'
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NOTE: THERE ARE NO PERTINENT
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INSTALLATION
75.00'
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INSTALLATION
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25' --
4' SIDEWALK
1/
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SITE PLAN
SCALE: 1 /8 " =1 ' -0"
57' RIGHT OF WAY
24' PAVEMENT
THERE WILL BE NO TREES REMOVAL
EXISTING TREES TO REMAIN TYP.
\ - - - - - - -- - - - - -- SW 60TH PLACE --- - - - - -- - -
25'
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SETBACKS:
FRONT REQUIRED: 25' -0" FT.
REAR REQUIRED: 25' -0" FT.
SIDE STREET REQUIRED: 15' -0" FT.
INTERIOR REQUIRED: 7' -6" FT.c
MAX HT. 25' -0" PROVIDED EXISTING
ZONING LEGEND
NET LOT AREA: 10,029 SQ. FT.
FOOTPRINT MAX 30% ALLOW GROUND FLOOR x GROSS LOT AREA
10,029x.30= SQ. FT. 7E5 c8
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
1 O,029x.Ct:5-- SQ. FT. GD 1 Z
TOTAL PROVIDED: EXISTING TO REMAIN
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PROJECT DESCRIPTION
NEW CBS ADDITION
APPLICABLE CODES
FLORIDA BUILDING CODE (2010)
NOTE: IN ADDITION ALL WORK TO CONFORM TO
APPLICABLE TRADE CODES, LAW & REGULATIONS.
FRONT ELEVATION
SCALE: 1 /4 " =1 ' -0"
TOP OF FL, -:OR
EL + 0' -0 =21 86'(NGVD)
SIDE ELEVATION
SCALE: 1 /4" =1 ' -0"
d a v d
CONC. LINTEL
SEE STRUCT. DWGS.
FOR DETAILS 4
STUCO FINISH
OVER C.M.U.
3/16" TITEN
18" ON CENTER I'
TYP ALL AROUND
SLOPE EDGE 1/4" I I
TO FORM DRIP
BACKER ROD
AND SEALANT
ALUM. /GLASS F
WINDOW WITH F
ON ALUM. FRAM
BACKER ROD
AND SEALANT
SLOPE EDGE TC
EXTERIOR TO D
STUCO FINISH
OVER C.M.U.
CONC. SILL,
SEE STRUCT. D'
FOR DETAILS
SECURE WINDOW FRA
TO WALL W/1/4" TAF
2.5" EMBED. MIN. IN1
CONCRETE LENTIL 24
r
RIGID BD. R -5 INSULATION
MINIMUM
1/2" GYPSUM BOARD,
OVER METAL FURRING
CHANNELS ®16" O.C. = "'
SECURE WINDOW FRAME
TO WALL W/1/4" 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 CONr,
.
P.T. WD. SHIMS AS
REQUIRED
CAULKING
WD. SILL SECURED
AS REQUIRED
CONT. MTL. CORNER
REINFORCEMENT
P.T. WD. SHIMS AS
REQUIRED
CONT. 1 X4 P.T. WD. BUCK
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT
1/2" GYPSUM BOARD,
OVER METAL FURRING
CHANNELS ®16" O.C.
RIGID BD R -5 INSULATION
WINDOW DTL. HEAD /SILL
EXISTING FIEERGLASS SHINGLE ROOF
12
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HE'vY FIBERGLASS SHINGLE ROOF
12 / COLOR TO IdATCH EXISTING
TOP OF TIE BIJ
ELEV +8' -0"
MATCH EXISTING
QUA HOUSE F V
QUA 22.5"
\�. +56 TYP. G H
-70 +56 `.O +56
J -62 -70
EGRESS EGRESS j J
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P IN T F rNISH UATCH EXISTING
TOP OF FLOOR
------------------ - - - - -- --------------------- - - - - -- -
L. + 0' -0 =21 86'(NGVD)
NIC L NEW ADDITION
HE',N FIELRGL.:,SS '_HINGLE ROOF
T('31LLORR TO 1.14TCH E':ISTING
NEN SIDING FINISH ON 8" (_:GNP. BLO, K
P:,IPIT FIt]ISH LIl-ATCH E }'ISTIIIG
EW ADDITION
,22.5"
TYP O H.
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EXISTING FIBERGLASS SHINGLE ROOF
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DRAIN FIELD I I septic
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13' PARKWAY
25' --
4' SIDEWALK
1/
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SITE PLAN
SCALE: 1 /8 " =1 ' -0"
57' RIGHT OF WAY
24' PAVEMENT
THERE WILL BE NO TREES REMOVAL
EXISTING TREES TO REMAIN TYP.
\ - - - - - - -- - - - - -- SW 60TH PLACE --- - - - - -- - -
25'
00
N
0
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SETBACKS:
FRONT REQUIRED: 25' -0" FT.
REAR REQUIRED: 25' -0" FT.
SIDE STREET REQUIRED: 15' -0" FT.
INTERIOR REQUIRED: 7' -6" FT.c
MAX HT. 25' -0" PROVIDED EXISTING
ZONING LEGEND
NET LOT AREA: 10,029 SQ. FT.
FOOTPRINT MAX 30% ALLOW GROUND FLOOR x GROSS LOT AREA
10,029x.30= SQ. FT. 7E5 c8
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
1 O,029x.Ct:5-- SQ. FT. GD 1 Z
TOTAL PROVIDED: EXISTING TO REMAIN
Ie.-bc=�
PROJECT DESCRIPTION
NEW CBS ADDITION
APPLICABLE CODES
FLORIDA BUILDING CODE (2010)
NOTE: IN ADDITION ALL WORK TO CONFORM TO
APPLICABLE TRADE CODES, LAW & REGULATIONS.
FRONT ELEVATION
SCALE: 1 /4 " =1 ' -0"
TOP OF FL, -:OR
EL + 0' -0 =21 86'(NGVD)
SIDE ELEVATION
SCALE: 1 /4" =1 ' -0"
d a v d
CONC. LINTEL
SEE STRUCT. DWGS.
FOR DETAILS 4
STUCO FINISH
OVER C.M.U.
3/16" TITEN
18" ON CENTER I'
TYP ALL AROUND
SLOPE EDGE 1/4" I I
TO FORM DRIP
BACKER ROD
AND SEALANT
ALUM. /GLASS F
WINDOW WITH F
ON ALUM. FRAM
BACKER ROD
AND SEALANT
SLOPE EDGE TC
EXTERIOR TO D
STUCO FINISH
OVER C.M.U.
CONC. SILL,
SEE STRUCT. D'
FOR DETAILS
SECURE WINDOW FRA
TO WALL W/1/4" TAF
2.5" EMBED. MIN. IN1
CONCRETE LENTIL 24
r
RIGID BD. R -5 INSULATION
MINIMUM
1/2" GYPSUM BOARD,
OVER METAL FURRING
CHANNELS ®16" O.C. = "'
SECURE WINDOW FRAME
TO WALL W/1/4" 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 CONr,
.
P.T. WD. SHIMS AS
REQUIRED
CAULKING
WD. SILL SECURED
AS REQUIRED
CONT. MTL. CORNER
REINFORCEMENT
P.T. WD. SHIMS AS
REQUIRED
CONT. 1 X4 P.T. WD. BUCK
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT
1/2" GYPSUM BOARD,
OVER METAL FURRING
CHANNELS ®16" O.C.
RIGID BD R -5 INSULATION
WINDOW DTL. HEAD /SILL
EXISTING FIEERGLASS SHINGLE ROOF
12
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HE'vY FIBERGLASS SHINGLE ROOF
12 / COLOR TO IdATCH EXISTING
TOP OF TIE BIJ
ELEV +8' -0"
MATCH EXISTING
QUA HOUSE F V
QUA 22.5"
\�. +56 TYP. G H
-70 +56 `.O +56
J -62 -70
EGRESS EGRESS j J
OI t NEVI SI[jIrIG FINISH ON 8" CONC BLOCK
P IN T F rNISH UATCH EXISTING
TOP OF FLOOR
------------------ - - - - -- --------------------- - - - - -- -
L. + 0' -0 =21 86'(NGVD)
NIC L NEW ADDITION
HE',N FIELRGL.:,SS '_HINGLE ROOF
T('31LLORR TO 1.14TCH E':ISTING
NEN SIDING FINISH ON 8" (_:GNP. BLO, K
P:,IPIT FIt]ISH LIl-ATCH E }'ISTIIIG
EW ADDITION
,22.5"
TYP O H.
N 01
m
EXISTING FIBERGLASS SHINGLE ROOF
IDENCE NIC
WIG; DC-pr
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175 FOUNTAINEBLEAU BLVD. STE. 2 -G
MIAMI, FLORIDA 33172.
PH: 305-277-7165
FAX: 305-229-3839
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E ,.SIques ;l5.E �-
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MIAMI, FLORIDA 33172.
PH: 305-277-7165
FAX: 305-229-3839
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E ,.SIques ;l5.E �-
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MIAMI, FLORIDA 33172.
PH: 305-277-7165
FAX: 305-229-3839
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E ,.SIques ;l5.E �-
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