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48' HIGH SAFETY POOL "
IFENCE ENCLOUSURE WITH
AUTOMATIC SELF CLOSINCa I
GATES AS REQ. BY CODE x I I
•\ I
1 I
` 22' -2' I
POOL
X (BY OTHERS)
FLOOD I ND
Residential New Construction
ADDRESS: -1630 SIU. 59th AVE. FOLIO: 09- 4036 -01-1-0021
LOT: 3 BLOCK: x PLAT BOOK: 46 PAGE: 63
HIGHEST CROWN OF ROAD ELEVATION= 1056' , TAKEN FROM THE ATTACHED CERTIFIED
SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
JUAN R MARTINEZ PLS LIC A: 2160
gars 1M
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE
FLOOD ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS,
HAVING A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY
SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING
WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT
SIDES OF THE ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR
LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY P.E. ON THE PLAN
NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE
WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' -01• 1156 NGVD
25' -0'
R/W
50' t
14000' PROIFERTY LINE F V. c r 4, _1055
I
1.65' CRL REAR SETBACK REQU 1
_4 x - x x
43'
REAR SETBACK PROPOSED
' Z0�
6' F" 0 60: CRL .
i 4' CHAIN LINK FENCE
F5'--
I
2.85' -t- --4
ui
.010' CRL
S__ -_ --PLAN
SCALE: 1/5'=I'-O'
(P I w�
EXISTINCs BLACK OLIVE TREE
TO BE REMOVED
12' DIAi'1ETER TRWK
10' CANOPY
18' HEIGHT
I
I
I' WATER LINE
46¢
11
.2950'
FIELD LOCATE
1
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ZO=NING LAND
ZONING: R5-3 ' - NET LOT AREA= 101D80 S.F. ( 023 ACRES) RyrAilRE0 - PRC4tbED =
MAX BLDG. HEIGHT (FROM GRADE TO MEDDLE ROOF):
MAX STORIES: - = - - - - • - -
MAX. BUILDING COVERAGE
FIRST FLOOR MAX. ALLOWED PROPOSED
3,024 S.F. ( 30 x OF NET AREA) 3022 S.F. { 29.9 Z OF NET AREA)
SECOND FLOOR MAX. ALLOWED PROPOSED
1,814 S.F. ( 60 Z OF NET AREA) 1,682 S.F. ( 56 Z OF NET AREA)
REQUIRED PROPOSED
GROUND FL. SETBACKS: FRONT 25' 25'
SIDE RIGHT 15' 1.5'
51 DE LEFT 15' 15'
REAR 25' 25'
REQUIRED PROPOSED
SECOND FL. SETBACKS: SIDE RIGHT 15' 15'
SIDE LEFT 15' 15' -2'
REQUIRED PROPOSED
IMPERVIOUS COVERAGE= FOOT PRINT 3,022'
POOL 450'
FRONT STEPS 38'
4032(40%) 3,510'(35%)
- SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN
ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATICN OF
THE ROAD ABUTTING THE PROPERTY.
- AREA ADJACENT TO LAKE OR CANAL TO BE GRADED 50 AS TO PREVENT
DIRECT OVERLAND DISCHARGE OF STORM WATER INTO LAKE OR CANAL.
- LOT WILL BE GRADED 50 AS TO PREVENT DIRECT OVERLAND DiSC BARGE
OF SrORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE
CERTIFICATION PRIOR TO FINAL INSPECTION.
- N ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE
WDITIONAL RESTRICTIONS APPLICABLE TO T1415 PROPERTY THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF T14I5 COUNTY, SECTION 553.79 (10), FLORIDA STATUTES,
EFFEITIVE 7/10/87.
- A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES.
COMACT PUBLIC WORKS DEPARTMENT.
- Ti•E HEIGHT OF r'ENCES, WALL5 AND HEDGES SHALL NOT EXCEED 2.5 FEET IN
HE!GiT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF
WAY. THE HEIGHT OF FENCES 15 BEING MEASURED FROM GRADE.
GRAZE ELEVATION - ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD.
- 0.!.F.H. (OUTSIDE SPECIAL FLOOD HAZARD)- ALL ELECTRICAL AND MECHANICAL
EQUIIMENT MUST BE LOCATED AT OR ABOVE THE REQUIRED LOWEST FLOOR
ELEIATION.
- S.',.H. (SPECIAL FLOOD HAZARD) ALL ELECTRICAL AND MECHANICAL EQUIPMENT
MUST BE LOCATED AT OR ABOVE THE BASE FLOOD ELEVATION OR REQUIRED
LOWST FLOOR ELEVATION WHICH EVER IS HIGHER.
- IPIEST FLOOR - Shall mean the loumt floor of the lowest enclosed area (including
basee•ent). An unfinished or Flood resistant enclosure, ueable for parkkV of vehicles,
buildig access or storage in an area other than a basement am, 13 not ca>sidered a
buildVs lowest Flow; provided that such enclosure is not built as to render the
strud m in violation of the applicable non - elevation design regyirarstrb in sections
Ilc•- 311c -4, Pz -5,
GARAGE OR STORAGE (FHA, 0514A 11c -54): Fully encta3ed areas belcui the base
elmkm shall be designed to preclude finished living spcxo except dlouxbla vas
i.e.paIdMilknited storm and build1kV access oral shall be de3lgrod to allow for the entry
and &A of flood - waters to automatically egwiize h�talk flood forces on exterior
wous.
De* for complying with this reWirerr!nt must be either certified by a proffes5ior d
engn,zr or architect and meet the following criteria:
I. Rwide a minimum of two (2) openkv, having a total net area of not less than one
(1) 5twe inch for every -.qxe foot of enclosed aria size. Bottom of all openkm shill
be rot higher than ons (1) foot above gade.
2. Tie interior portion of such enclosed a-eas shall NOT be partition l or finish into
separate roans or air conditioned.
LW& DE III
SCRPUON
LOT 3 BOCK - OF PINECREST VILLAS ADDITION ACCORDING TO THE PLAT THERE
OF AS f'= CORDED IN PLAT BOOK 48 AT PAGE 63 OF THE PUBLIC RECORDS OF
MIAMI-DADA COUNTY, FLORIDA.
SOIL 9ATB41NT
hiIRMLNDESIGN SOIL BEARING CAPACITY OF 2500 PS.F SOIL STATEMENT WILL PE SUBMITTED
AT THE TIME OF COOKIE CUTTER FOR PERMIT VITH SPECIFIC SITE PLAN
L BUIIQ;w; SHALL HAVE A M- CO.5TRUCTION TREAMT PROTECTION ALAINTS
BTEekhf-M TERMITES. THE RUES AND LAWS AS ESTABLISHED BY TF•E FLORIDA DEPARTMENT
• AGRICtLTURE AND GDOJf7rR SERVICES "U BE DERW AS APPIZOVW WITH RESPECT TO
S'CO RL„TION SOIL TREATM=ENT FOR PROTECTION ACAINST SUBTERRANEAN TE:MTES. A
:RTIFIC.M. OF COMPLIANCE SHALL. BE ISSN TO THE WILDING DE•PARTM1 -NT BY TFIE LICL-tm
ST CORTRCL COMPANY THAT CONTAINS THE FOLIANINC STATEMENT: " Tit OIJILOINC HAS
- CEIVEO A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
!EAT1>1:M IS IN ACCORDANCE: WITH RUES AND LAWS ESTABL1%W BY TFE KOZIOA
3TRUCTURAL SECTION
""'"' OVED BY
S.�.
12901 S.W. 132 AVE
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
r,..
-
W
LOWEST FLOOR
ELEVATION
GARAGE / STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
REQUIRED
X FT. NGVD
x FT. NGVD
x FT. NGVD
x FT. NGVD
PROPOSED
1156 FT. NGVD
10.98 FT. NGVD
I 10.65 FT. NGVD
X FT. NGVD
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE
FLOOD ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS,
HAVING A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY
SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING
WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT
SIDES OF THE ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR
LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY P.E. ON THE PLAN
NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE
WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' -01• 1156 NGVD
25' -0'
R/W
50' t
14000' PROIFERTY LINE F V. c r 4, _1055
I
1.65' CRL REAR SETBACK REQU 1
_4 x - x x
43'
REAR SETBACK PROPOSED
' Z0�
6' F" 0 60: CRL .
i 4' CHAIN LINK FENCE
F5'--
I
2.85' -t- --4
ui
.010' CRL
S__ -_ --PLAN
SCALE: 1/5'=I'-O'
(P I w�
EXISTINCs BLACK OLIVE TREE
TO BE REMOVED
12' DIAi'1ETER TRWK
10' CANOPY
18' HEIGHT
I
I
I' WATER LINE
46¢
11
.2950'
FIELD LOCATE
1
w
w
z
rn
�n
cn
ZO=NING LAND
ZONING: R5-3 ' - NET LOT AREA= 101D80 S.F. ( 023 ACRES) RyrAilRE0 - PRC4tbED =
MAX BLDG. HEIGHT (FROM GRADE TO MEDDLE ROOF):
MAX STORIES: - = - - - - • - -
MAX. BUILDING COVERAGE
FIRST FLOOR MAX. ALLOWED PROPOSED
3,024 S.F. ( 30 x OF NET AREA) 3022 S.F. { 29.9 Z OF NET AREA)
SECOND FLOOR MAX. ALLOWED PROPOSED
1,814 S.F. ( 60 Z OF NET AREA) 1,682 S.F. ( 56 Z OF NET AREA)
REQUIRED PROPOSED
GROUND FL. SETBACKS: FRONT 25' 25'
SIDE RIGHT 15' 1.5'
51 DE LEFT 15' 15'
REAR 25' 25'
REQUIRED PROPOSED
SECOND FL. SETBACKS: SIDE RIGHT 15' 15'
SIDE LEFT 15' 15' -2'
REQUIRED PROPOSED
IMPERVIOUS COVERAGE= FOOT PRINT 3,022'
POOL 450'
FRONT STEPS 38'
4032(40%) 3,510'(35%)
- SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN
ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATICN OF
THE ROAD ABUTTING THE PROPERTY.
- AREA ADJACENT TO LAKE OR CANAL TO BE GRADED 50 AS TO PREVENT
DIRECT OVERLAND DISCHARGE OF STORM WATER INTO LAKE OR CANAL.
- LOT WILL BE GRADED 50 AS TO PREVENT DIRECT OVERLAND DiSC BARGE
OF SrORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE
CERTIFICATION PRIOR TO FINAL INSPECTION.
- N ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE
WDITIONAL RESTRICTIONS APPLICABLE TO T1415 PROPERTY THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF T14I5 COUNTY, SECTION 553.79 (10), FLORIDA STATUTES,
EFFEITIVE 7/10/87.
- A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES.
COMACT PUBLIC WORKS DEPARTMENT.
- Ti•E HEIGHT OF r'ENCES, WALL5 AND HEDGES SHALL NOT EXCEED 2.5 FEET IN
HE!GiT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF
WAY. THE HEIGHT OF FENCES 15 BEING MEASURED FROM GRADE.
GRAZE ELEVATION - ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD.
- 0.!.F.H. (OUTSIDE SPECIAL FLOOD HAZARD)- ALL ELECTRICAL AND MECHANICAL
EQUIIMENT MUST BE LOCATED AT OR ABOVE THE REQUIRED LOWEST FLOOR
ELEIATION.
- S.',.H. (SPECIAL FLOOD HAZARD) ALL ELECTRICAL AND MECHANICAL EQUIPMENT
MUST BE LOCATED AT OR ABOVE THE BASE FLOOD ELEVATION OR REQUIRED
LOWST FLOOR ELEVATION WHICH EVER IS HIGHER.
- IPIEST FLOOR - Shall mean the loumt floor of the lowest enclosed area (including
basee•ent). An unfinished or Flood resistant enclosure, ueable for parkkV of vehicles,
buildig access or storage in an area other than a basement am, 13 not ca>sidered a
buildVs lowest Flow; provided that such enclosure is not built as to render the
strud m in violation of the applicable non - elevation design regyirarstrb in sections
Ilc•- 311c -4, Pz -5,
GARAGE OR STORAGE (FHA, 0514A 11c -54): Fully encta3ed areas belcui the base
elmkm shall be designed to preclude finished living spcxo except dlouxbla vas
i.e.paIdMilknited storm and build1kV access oral shall be de3lgrod to allow for the entry
and &A of flood - waters to automatically egwiize h�talk flood forces on exterior
wous.
De* for complying with this reWirerr!nt must be either certified by a proffes5ior d
engn,zr or architect and meet the following criteria:
I. Rwide a minimum of two (2) openkv, having a total net area of not less than one
(1) 5twe inch for every -.qxe foot of enclosed aria size. Bottom of all openkm shill
be rot higher than ons (1) foot above gade.
2. Tie interior portion of such enclosed a-eas shall NOT be partition l or finish into
separate roans or air conditioned.
LW& DE III
SCRPUON
LOT 3 BOCK - OF PINECREST VILLAS ADDITION ACCORDING TO THE PLAT THERE
OF AS f'= CORDED IN PLAT BOOK 48 AT PAGE 63 OF THE PUBLIC RECORDS OF
MIAMI-DADA COUNTY, FLORIDA.
SOIL 9ATB41NT
hiIRMLNDESIGN SOIL BEARING CAPACITY OF 2500 PS.F SOIL STATEMENT WILL PE SUBMITTED
AT THE TIME OF COOKIE CUTTER FOR PERMIT VITH SPECIFIC SITE PLAN
L BUIIQ;w; SHALL HAVE A M- CO.5TRUCTION TREAMT PROTECTION ALAINTS
BTEekhf-M TERMITES. THE RUES AND LAWS AS ESTABLISHED BY TF•E FLORIDA DEPARTMENT
• AGRICtLTURE AND GDOJf7rR SERVICES "U BE DERW AS APPIZOVW WITH RESPECT TO
S'CO RL„TION SOIL TREATM=ENT FOR PROTECTION ACAINST SUBTERRANEAN TE:MTES. A
:RTIFIC.M. OF COMPLIANCE SHALL. BE ISSN TO THE WILDING DE•PARTM1 -NT BY TFIE LICL-tm
ST CORTRCL COMPANY THAT CONTAINS THE FOLIANINC STATEMENT: " Tit OIJILOINC HAS
- CEIVEO A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
!EAT1>1:M IS IN ACCORDANCE: WITH RUES AND LAWS ESTABL1%W BY TFE KOZIOA
3TRUCTURAL SECTION
""'"' OVED BY
S.�.
12901 S.W. 132 AVE
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
r,..
-
W
AR- 0015845
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DATE: 02 -13 -01
DRAWN: ALEX P
- AP - JP
CHECKED: AP
PROJ. NO: 2006LB052
1N 07 -01 -10 B.D.C.
2.
3.
4.
BDC: BUILDING DEPT. COMMENTS
CC: COORDINATION CHANGES
AB: AS -BUILT
. EVISION AFTER APPROVAL
07 -0 l -JO
LEOPOLDO BELLON, AIA
AR- 008737
ANGEL MILANES, AIA
AR- 0015845
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