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S_I_TE_ PLAN
SCALE: I/8' =1' -0' — — —
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FLOOD LEGEND
Residential New Construction
ADDRESS= 1630 M. 59th AVE. FOLIO= 09- 4036 -011 -0021
LOT: 3 BLOCK: X PLAT BOOK= 48 PAGE= 63
HIGHEST CROWN OF ROAD ELEVATION: 10,56' , TAKEN FROM THE ATTACHED CERTIFIED
SURVEY, OR A CERTIFIED SURVEY PREPARED BY=
JUAN R MARTINEZ PLS LIC. #: 2160
»rows NAM
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE
FLOOD ELEVATION. (B.F.E.)
ALL AREA5 BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS,
HAVING A TOTAL NET AREA OF NO LE55 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 517E WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESARY INTERCEPTOR 5WALE5 WILL BE CONSTRUCTED ON -SITE
WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES.
01 -01s 1156 NGVD
I
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
.050' CRL
0.46' CRL--I
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1.65' CRL
I
2.85' -i--
. I— ww-
S_I_TE_ PLAN
SCALE: I/8' =1' -0' — — —
0,50' dr
FLOOD LEGEND
Residential New Construction
ADDRESS= 1630 M. 59th AVE. FOLIO= 09- 4036 -011 -0021
LOT: 3 BLOCK: X PLAT BOOK= 48 PAGE= 63
HIGHEST CROWN OF ROAD ELEVATION: 10,56' , TAKEN FROM THE ATTACHED CERTIFIED
SURVEY, OR A CERTIFIED SURVEY PREPARED BY=
JUAN R MARTINEZ PLS LIC. #: 2160
»rows NAM
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE
FLOOD ELEVATION. (B.F.E.)
ALL AREA5 BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS,
HAVING A TOTAL NET AREA OF NO LE55 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 517E WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESARY INTERCEPTOR 5WALE5 WILL BE CONSTRUCTED ON -SITE
WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES.
01 -01s 1156 NGVD
25' -(d'
LID
w
Q
CL
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
P
FT. NGVD
10.98 FT. NGVD
10b5 FT. NGVD
x FT. NGVD
25' -(d'
LID
w
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CL
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0
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ZONING LEGEND
ZONING= RS -3
NET LOT AREA= Im,080 S.F. (023 ACRES)
REQUIR.,F.1?_ PR`7�., -_ED
MAX BLDG. HEIGHT (FROM GRADE TO MEDDLE ROOF)=
MAX STORIES=
MAX. BUILDING COVERAGE (x)=
FIRST FLOOR MAX. ALLOWED PROPOSED
3024 S.F. (3m x OF NET AREA) 3,022 S.F. ( 29.9 x OF NET AREA)
SECOND FLOOR MAX. ALLOWED PROPOSED
1,814 S.F. ((om x of NET AREA) 1,682 S.F. ( 56 x OF NET AREA)
REQUIRED PROPOSED
GROUND FL. SETBACKS= FRONT 25' 25'
SIDE RIGHT 15' 15'
SIDE 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 (409',) 3,510' (359'0)
- 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 70 LAKE OR CANAL TO BE GRADED SO 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 THIS 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 t0 A RIGHT OF
WAY. THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE.
GRADE ELEVATION -- ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD.
- 0.5.F.H. (OUTSIDE SPEGIAI.. FL:000 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 IS HIGHER.
- LOWEST FLOOR - Shall mean the lowest floor of the lowest enclosed area (including
basarilent). An unfinished or flood resistant enclosure, usable for parking of vehicles,
building access or storage in an area other than a basarilent area, is not considered a
building's lowest floor; provided that such enclosure is not built as to raider the
structure in violation of the applicable non- elevation design reeyirwnents in sections
llc -3, Ilc -q, I Ic -5. _
- GARAGE OR STORAGE (FHA, OSHA llc -5 4)= Fully enclosed arose 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 automatically eryalize hydrostatic flood forces on exterior
Walls.
Design fbr complying with this rec>yir+ar>lalt must be either certified by a proFfessianal
ergkt'oa• 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
(i) sc>ya+e inch for every sclyare foot of enclosed area sire. Bottom of all openings shall
be not higher than one (I) foot abov
e grade.
2. The interior portion of such enclosed areas shall NOT be partitioned or finish into
separate rooms or air conditioned.
LEGAL D ON
! LOT 3 BLOCK - OF PINECREST VILLAS ADDITION ACCORDING TO THE PLAT THERE
OF AS RECORDED IN PLAT BOOK qS AT PAGE 63 OF THE PUBLIC RECORDS OF
MIAMI -DADA COUNTY, FLORIDA.
SOIL STATBOff
MINIMUN DESIGN SOIL BEARING CAPACIiY OF 2.500 PSF SOIL STATEMENT WILL 8E SUBMITTED
AT TIC TIME OF COOKIE CUTTER FOR PERMIT WITH
SPECIFIC SITE PLAN
ALL BUILDING SNAIL HAVE APRE- CONSTRUCTION TREATMENT PROTECTION AGAINTS
SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY TFE FLORIDA DEPARTMENT
OF AGRICU -TUBE AND CONSUMER SERVICES SNAIL BE DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRAISIEAN TERMITES. A
CERTIFICATE OF COMPLIANCE SNAU- BE ISSUED TO THE BUILDING DEPARThENT BY THI: LICENSED
PEST CONTROL COMPANY THAT CONTAINS THE FOLIAWING 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
Nts
planners
DEPARTMENT OF AGRICULTURE AM CONSUMER
SERVICES (AS PER R4409.135 FBC 2004)
s� "',, z Y•(Af�
12901 S.W. 1321' AVE
MIAMI, FLORIDA ;:,•►33186
T. (305) 278- �71076 ` "j -��•
F. (305) 278 -1
=
M
0
eflon
ZONING LEGEND
ZONING= RS -3
NET LOT AREA= Im,080 S.F. (023 ACRES)
REQUIR.,F.1?_ PR`7�., -_ED
MAX BLDG. HEIGHT (FROM GRADE TO MEDDLE ROOF)=
MAX STORIES=
MAX. BUILDING COVERAGE (x)=
FIRST FLOOR MAX. ALLOWED PROPOSED
3024 S.F. (3m x OF NET AREA) 3,022 S.F. ( 29.9 x OF NET AREA)
SECOND FLOOR MAX. ALLOWED PROPOSED
1,814 S.F. ((om x of NET AREA) 1,682 S.F. ( 56 x OF NET AREA)
REQUIRED PROPOSED
GROUND FL. SETBACKS= FRONT 25' 25'
SIDE RIGHT 15' 15'
SIDE 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 (409',) 3,510' (359'0)
- 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 70 LAKE OR CANAL TO BE GRADED SO 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 THIS 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 t0 A RIGHT OF
WAY. THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE.
GRADE ELEVATION -- ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD.
- 0.5.F.H. (OUTSIDE SPEGIAI.. FL:000 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 IS HIGHER.
- LOWEST FLOOR - Shall mean the lowest floor of the lowest enclosed area (including
basarilent). An unfinished or flood resistant enclosure, usable for parking of vehicles,
building access or storage in an area other than a basarilent area, is not considered a
building's lowest floor; provided that such enclosure is not built as to raider the
structure in violation of the applicable non- elevation design reeyirwnents in sections
llc -3, Ilc -q, I Ic -5. _
- GARAGE OR STORAGE (FHA, OSHA llc -5 4)= Fully enclosed arose 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 automatically eryalize hydrostatic flood forces on exterior
Walls.
Design fbr complying with this rec>yir+ar>lalt must be either certified by a proFfessianal
ergkt'oa• 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
(i) sc>ya+e inch for every sclyare foot of enclosed area sire. Bottom of all openings shall
be not higher than one (I) foot abov
e grade.
2. The interior portion of such enclosed areas shall NOT be partitioned or finish into
separate rooms or air conditioned.
LEGAL D ON
! LOT 3 BLOCK - OF PINECREST VILLAS ADDITION ACCORDING TO THE PLAT THERE
OF AS RECORDED IN PLAT BOOK qS AT PAGE 63 OF THE PUBLIC RECORDS OF
MIAMI -DADA COUNTY, FLORIDA.
SOIL STATBOff
MINIMUN DESIGN SOIL BEARING CAPACIiY OF 2.500 PSF SOIL STATEMENT WILL 8E SUBMITTED
AT TIC TIME OF COOKIE CUTTER FOR PERMIT WITH
SPECIFIC SITE PLAN
ALL BUILDING SNAIL HAVE APRE- CONSTRUCTION TREATMENT PROTECTION AGAINTS
SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY TFE FLORIDA DEPARTMENT
OF AGRICU -TUBE AND CONSUMER SERVICES SNAIL BE DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRAISIEAN TERMITES. A
CERTIFICATE OF COMPLIANCE SNAU- BE ISSUED TO THE BUILDING DEPARThENT BY THI: LICENSED
PEST CONTROL COMPANY THAT CONTAINS THE FOLIAWING 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
Nts
planners
DEPARTMENT OF AGRICULTURE AM CONSUMER
SERVICES (AS PER R4409.135 FBC 2004)
s� "',, z Y•(Af�
12901 S.W. 1321' AVE
MIAMI, FLORIDA ;:,•►33186
T. (305) 278- �71076 ` "j -��•
F. (305) 278 -1
ARCHITECTURE
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