14-1479-001SAFFG: UARL"DS DURING CONSTRUCTION
ALL C01;STRUCTION 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. SIIA'l !AKE ALL NECESSARY PRECAUTIONS TO PREVENT
DANAGE •10 EXISTING STRUCTURE OR EQUIPMENT
Ci`,U ,ED O?Y THIS OPERATION AND SHALL NOT INTERFERE
WITH EXISTING STRUCTURE SYSTEM.
UPON COVPLETION 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 REVIEWEO WITH THE AR "HITECT
PRIOR TO REMOVAL.
THE G.C.' SHALL PROVIDE ALL NECESSARY BARRICADES
AND SAEFI( 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 ENV ROMENTAL PROTECTION.
IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION
OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES
C-:NCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR
LNVIRONMENTAL POLLUTION.
NOTE:
All CONS-,'RUCTION ACTIVITIES, BOTH DEMOLITION AND NEW WORK, WHICH
MIGHT CREATE DISTURBING NOISE LEVELS OR OTHERWISE INTERFERE WITH
THE DAY TO DAY OPERATIONS
SHALT_ BE PERFORMED 8:30AM TO 5:30 PM
THESE ACTIVITIES SHALL INCLUDE BUT ARE NOT LIMITED TO:
- CUTTING CR CORE DRILLING, CUTTING IN CONCRETE FLOORS OR WALLS.
- DRILLING CONCRETE SLABS FOR PIPE HANGERS.
- DISABLINC THE HVAC SYSTEM.
-CRANE OP` Ir,ATIONS
- I)ISRUPTION OF TENANT ACTIVITIES.
CONSTRUE ION EQUIPMENTS AND MATERIALS SHALL
BE STORE[, AND PLACED SO AS NOT TO ENDANGER
THE PUBLI WORKERS AND ADJOINNING PROPERTIES
TES
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE
CONSTRIJC90N BEGINS. ALL CONSTRUCTION SHALL COMPLY WITH F.B.C. 2010
CLEARING: REMOVE ORGANIC AND OTHER DELETERIOUS MATERIALS, INCLUDING
CESiGN4TED TREES, ROOTS, ETC. FROM THE AFFECTED SITE. AREAS TO BE
''OVERED BY BUILDINGS SLABS ON FILL, AND ALL AREAS UNDER PAVING SCARIFIED
TO A MININ,UM 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. BACKFIL UNDER FOUNDATION IS STRICTLY PROHIBITED. ALL
WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATCD. LUMBER USED
SHALL BF "TNTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR
INSPECTIr j\ BURE,+L, OP AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO
Tl iE "N i fllk DESIGN SPECIFICATIONS FOR STRI SS -GRADE LUMBER AND ITS
ALT_ RCOF JOIST, OUTLOOKER3, BEAMS SHALL BE SECURED WITH
AI PROVE, u -:.c iAL" TIES, CLIPS AND ANCHORS TO TIE BEAMS. USE GALVANIZED
INAILS ONL( FOP, ALL -XTERIGR' W00U ;;CORK. ALL STUCCO SCRATCH COATS SHALL
BE ALLOWt:D 24 HOURS DRYING PERIOD. BURGLARY INTRUSION NOTES SWINGING
EXTERInR DOORS AND DOORS CONNECTING GARAGE AREAS WITH LIVING AREAS
SHALL FF SECURED WITH A LATCH AND SINGLE DEAu BOLT WITH 1" MINIMUM
THROW;, Lir, A COMBINATION AND LATCH AND DEAD BOLT SET AS FOLLOWS:
SWINGING ENTRANCE DOORS TO INDIVIDUAL UNITS SHOULD COMPLY WITH
PARAGRAR : 3C3122(E) HEREIN AND SHALL BE SECURED AS SET FORTH IN
SUB- PARS',',RAPH 3'3012(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 -� COPE OR VISION-PANEL- COMPLYING WITH SUB - PARAGRAPH
3603.i(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 of NOT I FSS THAN 1 3/8" IN THICKNESS. SWINGING DOORS OF
STILE, Rid'. 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
PROVIDEC WITH A DOOR SCOPE OR VISION PANELS COMPLYING WITH PARAGRAPH
3603.2(F) OF LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6000
POSSIBLE ICE`( CHANGES OR LOCKING COMBINATIONS
ADDIS �N IlEM1.;DELING TO COMPLY
\,911 H FBC 2010
LE' /EI- ALTERATION
TERMITE 0lECTICI•i
TERMITE FROIE:CTION SHALL BE PROVIDED BY REGISTERED
TERMITICIDI"s OR OTHER APPROVED METHODS OF TERMITE
PROTECTION LAKE',:; FOR USE AS A PREVENTIVE TREATMENT TO
NEW CONSRIWCTION
"THE BUII0ING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTI014 OF' SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE
WITH RUI.i.S AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF
AGRICULTI RE AND CONSUMER SERVICES."
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65.00'
1 75.00' 4' SIDEWALK
EXISTING WATER
METER
NOTE: THERE ARE NO PERTINENT
FEATURES ON ADJACENT PROPERTIES
AND ACROSS THE STREET THAT
MAY AFFECT THE SYSTEM
INSTALLATION
57' RIGHT OF WAY
THERE WILL BE NO TREES REMOVAL
EXISTING TREES-TO REMAIN TYP.
13' PARKWAY
SW 60TH PLACE
SITE PLAN
SCALE: 1/8"=l'-O"
24' PAVEMENT
SETBACKS:
FRONT REQUIRED:
REAR REQUIRED:
SIDE STREET REQL}!RED:
INTERIOR REQUIRED:
MAX HT. 25' -0"
ZONING LEGEND
NET LOT AREA: 10,029 SQ. FT.
25' -0" FT.
25' -0" FT.
15' -0" FT.
7' -6" FT.
PROVIDED EXISTING
FOOTPRINT MAX 3 0% ALLOW GROUND FLOOR x GROSS LOT AREA
10,029x.30= 3, 00 6
EXISTING: GROUND FLOOR 1,000 SQ FT LOT COVERAGE
PROPOSED NEW CONST. OR ADDITION 400 SQ. FT.
TOTAL FOOTPRINT PROPOSED: 1400 SQ 'FT.
#k
GREEN AREA % REQUIRED x GROSS LOT AREA
PROPOSED: N/A
10,029x. '.40 = SQ. FT. &, d 17 .
TOTAL PROVIDED: XISTI TO REMAIN
A� .
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"=l'-O"
TOP OF FLOOR
EL. + 0'- 0= 21.86'(NGVD)
SIDE ELEVATION
SCALE: 1/4"=l'-O"
DENCE NIC
CONC. LINTEL
SEE STRUCT. DWGS.
FOR DETAILS 4 '
STUCO FINISH
OVERC.M.U. I) n I
3/16 " TITEN
18" ON CENTER -
TYP ALL AROUND
SLOPE EDGE 1/4" It
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. SELL,
SEE STRUCT. D'
FOR DETAILS
SECURE WINDOW FRA
TO WALL W/ 1 /4" TAF
2.5" EMBED. MIN. IN-
CONCRETE LENTIL 24
0
RIINIMUM . R -5 INSULATION - - -
1/2" GYPSUM BOARD, - - - - •
OVER METAL FURRING
CHANNELS @16" O.C. ^ - . _ ^ - _ - • ���
SECURE WINDOW.: rRAME -
TO WALL W/1 /4"- TAPCONS -
2.5" EMBED. MIN- -INTO CONC. 2.4' C.C.
ra
—CONT. MTL. CORNER
REINFORCEMENT
CAULKING
CONT. 1 X4 P.T. WD. BUCK i
ALL AROUND, AS REQ'D.
SET ON FULL BED OF
SEALANT ATTACHED- TO CONC. WITH .J-
3/16" TITEN SCREWS CORROSIVE FREE
18" ON CENTER 2" MIN. EMBEDED INTO CONC. I i
R QUIRD.DSHIMS AS
CAULKING
z
0 1
WD. SILL SECURED j
AS REQUIRED
U
CONT. MTL. CORNER o
REINFORCEMENT
P.T. WD. SHIMS AS ! j
REQUIRED
CONT. 1 X4 P.T. WD. BUCK I f
ALL AROUND, AS REQ'D. I !
SET ON FULL BED OF
SEALANT
1/2" GYPSUM BOARD, I U..
OVER METAL FURRING -
CHANNELS 016" O.C. Z I j
RIGID BD. R -5 INSULATION L
WINDOW DTL. HEAD /SILL
EXISTING FIBERGLASS SHINGLE ROOF
12
13
NEW FIBERGLASS SHINGLE ROOF
12 / COLOR TO MATCH EXISTING
—� 3
TOP OF TIE BF{
ELEV. +8' ,
MATCH EXI;.;il;•iC
HOUSE F V
�\ QUA QUA 22.5»
\�♦ ��/ +56 � '"� � r � TYP. O.H.
-70 +56 `.O +56
EGRESS ` -62 -70
EGRESS ,
/
oL S NEW S ON 8" CONC. BLOCK
PAINT FINISH MATCH EXISTING
.01, TOP OF FLOOR
------------------ - - - - -- -------------------------
I r
4L + 0' -0= 21.86' (NGVD)
NEW FIBERGLASS SHINGLE ROOF
COLOR TO MATCH EXISTING
12
'79 — 13
NEW SIDING FINISH ON 8" CONC. BLOCK
PAINT FINISH MATCH EXISTING
W ADDITION
22.5"
TYP. U.H.
NEW ADDITION
EXISTING FIBERGLASS ShiNGLE ROOF
m ❑B
1 ING RESIDENCE NIC
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175 FOUNTAINE 1 AU BLVD.,511 .:
MIAMI, FLORIDr. _ 3172.
PH: 305 -277 -7165
FAX: 305 -225 -3339
A.SANTA, .A ARC�XTECPJRE
ASSOCI 'c
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