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I (NON IMPERVIOUS AREA)
0.46' CRL --I
IF
48' HIGH SAFETY POOL
FENCE ENCLOUSURE WITH
AUTOMATIC SELL= CLOSING
GATES AS REQ. BY CODE X
I
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REAR 5ET5ACK P
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rk LOWEST FLOOR
XI N ELEV +1156' (0'-0')
1630 S.W. 5S ,AVENUE
J
140.00'
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VA
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FLOOD LEGEND
Residential New Construction
ADDRESS: -i630 al 59th AyE. FOLIO: Oe- 4036 -017 -0021
LOT: 3 BLOCK: x PLAT BOOK: 45 PAGE: 63
HIGHEST CROWN OF ROAD ELEVATION: 10,6' , TAKEN FROM THE ATTACHED CERTIFIED
SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
JUAN R. MARTINEZ PL5 LICA- 2160
SJMM " KVZ
I�
GARAGE / STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
REQUIRED
x FT. NGVD
W70L
x
43'-1'
REAR 5ET5ACK P
• 74 "CH,AIN LINK FENCE
•i
. uD
X
POOL
(BY OTHER'S)
6'
• r 0,60' CRL .
4' CHAIN LINK PENCE
6, F5'-- 1
2.85' -i- - -I
140.00' PROPERTY LINE
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X
TWO STORY RESIDENCE
rk LOWEST FLOOR
XI N ELEV +1156' (0'-0')
1630 S.W. 5S ,AVENUE
J
140.00'
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VA
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FLOOD LEGEND
Residential New Construction
ADDRESS: -i630 al 59th AyE. FOLIO: Oe- 4036 -017 -0021
LOT: 3 BLOCK: x PLAT BOOK: 45 PAGE: 63
HIGHEST CROWN OF ROAD ELEVATION: 10,6' , TAKEN FROM THE ATTACHED CERTIFIED
SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
JUAN R. MARTINEZ PL5 LICA- 2160
SJMM " KVZ
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
51DE5 OF THE ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR
LOWERS. 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 5WALE5 WILL BE CONSTRUCTED ON -51TE
WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' -0'= NGVD
25' -0'
R/lU
0.50' clr
. I 34D0' +00 1. 030
b .
4's 1/8' SLOPE/FT (58 FU)-
CONNECT TO SEWER LINE EXISTING POM51GAM3
j TO REMAIN
4' 1/8' SLP. (82 FU)
I
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HOS51 /2' T Y
_ 5155 U
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0,30' CRL W W cWn
• ,010' CRL } 0,10' CRL
N
SITE P -
SCALE: 1/8' =1' -0"
10.55
z
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Rf-
J IV WATER MET VIGE
FIELi7 LOCATE
1' WATER LINE _ C
,- CONNECT TO }
s, PUB-IC SERvicE
2"1 1030 WATER LINE LU
435F3
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ZONING LEGEND
ZONING: R5-3
NET LOT AREA:10,080 S.F. ( 0.23 ACRES)
REQUIRED PROPOSED
MAX BLDG. HEIGHT (FROM GRADE TO MEDDLE ROOF): 25' -0' 24' -8'
MAX STORIES: 2 2
MAX. BUILDING COVERAGE (X):
FIRST FLOOR MAX. ALLOWED PROP05ED
3,024 S.F. ( 30 X OF NET AREA) 3,022 S.F. ( 29.9 X OF NET AREA)
SECOND FLOOR MAX. ALLOWED PROPOSED
1,614 S.F. ( 60 X OF NET AREA) 1,682 S.F. ( 5(o X OF NET AREA)
REQUIRED PROPOSED
GROUND FL. SETBACKS: FRONT 25' 25'
SIDE RIGHT 15' 1.5'
SIDE LEFT 1.5' 1.5'
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'
4,032 (40y) 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 ELEVATION OF
THE ROAD ABUTTING THE PROPERTY.
- AREA ADJACENT TO LAKE OR CANAL TO BE GRADED 50 AS TO PREVENT
DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL.
- LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE
OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE
CERTIFICATION PRIOR TO FINAL INSPECTION.
- IN ADDITION TO THE REQUIREMENTS OF THI5 PERMIT, THERE MAY BE
ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF THIS COUNTY, SECTION 553.79 (10), FLORIDA STATUTES,
EFFECTIVE 7/10/87.
- A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES.
CONTACT PUBLIC WORKS DEPARTMENT.
- THE HEIGHT OF FENCES, WALLS AND HEDGES SHALL NOT EXCEED 2.5 FEET IN
HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF
WAY. THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE.
GRADE ELEVATION - ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD.
- O.S.F.H. (OUTSIDE SPECIAL FLOOD HAZARD): ALL ELECTRICAL AND MECHANICAL
EQUIPMENT MUST BE LOCATED AT OR ABOVE THE REQUIRED LOWEST FLOOR
ELEVATION.
- S.F.H. (SPECIAL FLOOD HAZARD) ALL ELECTRICAL AND MECHANICAL EQUIPMENT
MUST BE LOCATED AT OR ABOVE THE BASE FLOOD ELEVATION OR REQUIRED
LOWEST FLOOR ELEVATION WHICH EVER 15 HIGHER.
- LOWEST FLOOR - Shall mew the lowest floor of the lowest enclosed area (including
basement). An unfinished or flood resistant enclosure, usable for parking of vehicles,
it ing access or storage in an anew other than abasement area, is not considered a
building's lowest floor; provided that such enclosure is not built as to render the
structure in violation of the applicable non- elevation design reWire nents in sections
Ilc -3, llc -4, llc -5.
-- GARAGE OR STORAGE (FHA, OSHA I Ic -5 -f ): Fully enclosed areas below the base
elevations shall be designed to preclude finished living space except allowable uses
i•e.parking,limited storage and building access and shall be designed to allow for the entry
and exit of flood - waters to autanatically egpalixe hydrostatic Flood forces an exterior
walls.
Design for complying with this regpirement must be either certified by a proffesslonal
engineer or architect and meet the following criteria:
I. Provide a minimum of two (2) openings, having a total net area of not less than one
(1) sWare inch For every scare foot of enclosed arcs size. Bottom of all openings shall
be not higher than one (1) foot above grade.
2. The interior portion of such enclosed areas shall NOT be partitioned or Finish into
separate rooms or air conditioned.
SAL n O�
LOT 3 BLOCK - OF PINECRE5T VILLAS ADDITION ACCORDING TO THE PLAT THERE
OF AS RECORDED IN PLAT BOOK 45 AT PAGE 63 OF THE PUBLIC RECORDS OF
MIAMI -DADA COUNTY, FLORIDA.
SOH $1AL19AO
MINIMUN DESIGN SOIL BEARING CAPACI OF 2600 P.S.F SOIL STATEMENT WILL M SUBMITTED
AT THE TIME OF COOKIE CUTTER FOR T WITH CIFIC SITE PLAN
M >;I T,IMM ill % I &I fol M' U10 -zI
ALL BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINTS
SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMER SERVICES SHALL M DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A
CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:" THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES (AS PER 84409.135 FBC 2004)
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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
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DRAWN: ALEX P - A.P - J.P
CHECKED: A.P
PROJ. NO: 2006LB052
' 1
2.
3.
BDC: BUILDING DEPT, COMMENTS
CC;,,COORDINO,ON CHANGES 4
AB:. ,AS= BUILT:
RAP:, REVISION•,J�IJER" APPROVAL
QZ -Z7a7
LEOPOLDO BELLON, AIA
AR- 008737
ANGEL MILANES, AIA
AR- 0015845
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
1 11.56 FT. NGVD
io.ea FT. NGVD
1m -6a 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
51DE5 OF THE ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR
LOWERS. 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 5WALE5 WILL BE CONSTRUCTED ON -51TE
WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' -0'= NGVD
25' -0'
R/lU
0.50' clr
. I 34D0' +00 1. 030
b .
4's 1/8' SLOPE/FT (58 FU)-
CONNECT TO SEWER LINE EXISTING POM51GAM3
j TO REMAIN
4' 1/8' SLP. (82 FU)
I
I� I
E -
HOS51 /2' T Y
_ 5155 U
+-
0,30' CRL W W cWn
• ,010' CRL } 0,10' CRL
N
SITE P -
SCALE: 1/8' =1' -0"
10.55
z
d
a
d
Rf-
J IV WATER MET VIGE
FIELi7 LOCATE
1' WATER LINE _ C
,- CONNECT TO }
s, PUB-IC SERvicE
2"1 1030 WATER LINE LU
435F3
r ii
w
LO
z
rn
cn
ZONING LEGEND
ZONING: R5-3
NET LOT AREA:10,080 S.F. ( 0.23 ACRES)
REQUIRED PROPOSED
MAX BLDG. HEIGHT (FROM GRADE TO MEDDLE ROOF): 25' -0' 24' -8'
MAX STORIES: 2 2
MAX. BUILDING COVERAGE (X):
FIRST FLOOR MAX. ALLOWED PROP05ED
3,024 S.F. ( 30 X OF NET AREA) 3,022 S.F. ( 29.9 X OF NET AREA)
SECOND FLOOR MAX. ALLOWED PROPOSED
1,614 S.F. ( 60 X OF NET AREA) 1,682 S.F. ( 5(o X OF NET AREA)
REQUIRED PROPOSED
GROUND FL. SETBACKS: FRONT 25' 25'
SIDE RIGHT 15' 1.5'
SIDE LEFT 1.5' 1.5'
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'
4,032 (40y) 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 ELEVATION OF
THE ROAD ABUTTING THE PROPERTY.
- AREA ADJACENT TO LAKE OR CANAL TO BE GRADED 50 AS TO PREVENT
DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL.
- LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE
OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE
CERTIFICATION PRIOR TO FINAL INSPECTION.
- IN ADDITION TO THE REQUIREMENTS OF THI5 PERMIT, THERE MAY BE
ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF THIS COUNTY, SECTION 553.79 (10), FLORIDA STATUTES,
EFFECTIVE 7/10/87.
- A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES.
CONTACT PUBLIC WORKS DEPARTMENT.
- THE HEIGHT OF FENCES, WALLS AND HEDGES SHALL NOT EXCEED 2.5 FEET IN
HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF
WAY. THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE.
GRADE ELEVATION - ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD.
- O.S.F.H. (OUTSIDE SPECIAL FLOOD HAZARD): ALL ELECTRICAL AND MECHANICAL
EQUIPMENT MUST BE LOCATED AT OR ABOVE THE REQUIRED LOWEST FLOOR
ELEVATION.
- S.F.H. (SPECIAL FLOOD HAZARD) ALL ELECTRICAL AND MECHANICAL EQUIPMENT
MUST BE LOCATED AT OR ABOVE THE BASE FLOOD ELEVATION OR REQUIRED
LOWEST FLOOR ELEVATION WHICH EVER 15 HIGHER.
- LOWEST FLOOR - Shall mew the lowest floor of the lowest enclosed area (including
basement). An unfinished or flood resistant enclosure, usable for parking of vehicles,
it ing access or storage in an anew other than abasement area, is not considered a
building's lowest floor; provided that such enclosure is not built as to render the
structure in violation of the applicable non- elevation design reWire nents in sections
Ilc -3, llc -4, llc -5.
-- GARAGE OR STORAGE (FHA, OSHA I Ic -5 -f ): Fully enclosed areas below the base
elevations shall be designed to preclude finished living space except allowable uses
i•e.parking,limited storage and building access and shall be designed to allow for the entry
and exit of flood - waters to autanatically egpalixe hydrostatic Flood forces an exterior
walls.
Design for complying with this regpirement must be either certified by a proffesslonal
engineer or architect and meet the following criteria:
I. Provide a minimum of two (2) openings, having a total net area of not less than one
(1) sWare inch For every scare foot of enclosed arcs size. Bottom of all openings shall
be not higher than one (1) foot above grade.
2. The interior portion of such enclosed areas shall NOT be partitioned or Finish into
separate rooms or air conditioned.
SAL n O�
LOT 3 BLOCK - OF PINECRE5T VILLAS ADDITION ACCORDING TO THE PLAT THERE
OF AS RECORDED IN PLAT BOOK 45 AT PAGE 63 OF THE PUBLIC RECORDS OF
MIAMI -DADA COUNTY, FLORIDA.
SOH $1AL19AO
MINIMUN DESIGN SOIL BEARING CAPACI OF 2600 P.S.F SOIL STATEMENT WILL M SUBMITTED
AT THE TIME OF COOKIE CUTTER FOR T WITH CIFIC SITE PLAN
M >;I T,IMM ill % I &I fol M' U10 -zI
ALL BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINTS
SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMER SERVICES SHALL M DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A
CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:" THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES (AS PER 84409.135 FBC 2004)
•Iy Y� y
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• OY• Y •
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W W Y V y y
YyVV V VVVUV V `VYWV • W•WV •
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
I
I
W
U
Z
W
Q
C0
LIJ 0
Q �
� O
w 11.0 LL
W Cd
IL
7
W N
� U)
J
W
D
0
F% A T 1% rn7 12 m7
DRAWN: ALEX P - A.P - J.P
CHECKED: A.P
PROJ. NO: 2006LB052
' 1
2.
3.
BDC: BUILDING DEPT, COMMENTS
CC;,,COORDINO,ON CHANGES 4
AB:. ,AS= BUILT:
RAP:, REVISION•,J�IJER" APPROVAL
QZ -Z7a7
LEOPOLDO BELLON, AIA
AR- 008737
ANGEL MILANES, AIA
AR- 0015845