12-224-002FLOOD LEC3END
Residential New Construction
ADDRESS: 6735 PONCIANA COURT, MIAMI, FL 33143
LOT: 11 13LOCK:DAVI5 GARDEN PLAT BOOK: 126 PAGE: 45
HIGHEST CROWN OF ROAD ELEV.: 1.91 FT, NGVD, HIGHEST CROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
JOHN 15ARRA PLS LIC.#: 6-trt0
SURVEYOR'S NAM
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR AE30VE THE BASE FLOOD
ELEVATION.
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' - 0' = 10.00 NGVD
PRINCIPAL FRONT SETBACK
REAR SETF3ACK
SIDE SETBACK
fREQUIREF-> AS PER RESOLUTION
LOWEST FLOOR
ELEVATION
GARAGE/STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
PROPOSED
10.00 FT. NGVD
9.41 FT. NGVD
9.16 FT. NGVD
n/a
A/C AREA SECOND FLOOR:---------------- •---------
1,114.00 5QFT.
SECOND FLOOR AREA OPEN TO BELOW ------------- 312.81 SQFT.
OPEN TERRACE ------------------------------------
99.95 5QFT,
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR AE30VE THE BASE FLOOD
ELEVATION.
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' - 0' = 10.00 NGVD
PRINCIPAL FRONT SETBACK
REAR SETF3ACK
SIDE SETBACK
fREQUIREF-> AS PER RESOLUTION
1,19431 5QFT.
" 49-81-3985-A
PROPOSED
ENTRY AREA-------------------------------------
20'-0'
COVERED TERRACE------------------------------
25'-0'
10' AND 6.0'
i'-6" / 12'-6'
ZONING LEGEND P.U.D.
NET LOT AREA: 5,100 SQFT.
REQUIRED TWO STORY MAX HEIGHT 25'
PROPOSED HEIGHT OF THE BUILDING = 25'-O'
TOTAL 5QFT. PER RESOLUTION N 49-81-3985-A: 3,100 5QFT.
TOTAL SQFT PROPOSED: 3,348.29 SQFT.
FIRST FLOOR SQFT. PER RESOLUTION * 49-81-3985-A: 2,220 SQ.FT.
FIRST FLOOR SQFT. PROPOSED: 1021.47 SOFT.
FLOOR AREA RATIO AS PER RESOLUTION * 49-81-3985-A: 64.91 �o
FLOOR AREA RATIO PROPOSED : 42 %
FLOOR AREA RATIO AS PER RESOLUTION 49-81-3985-A:.64
FLOOR AREA RATIO PROPOSED: 0.42
SITE DATA
AREAS TABULATION:
A/C AREA FIRST FLOOR -----------------------------
1,19431 5QFT.
GARAGE AREA:---------------------------.-------
402.88 SQFT.
ENTRY AREA-------------------------------------
93.95 SQFT.
COVERED TERRACE------------------------------
13033 SQFT.
TOTAL:------------------------------------------
1,821.4-1 5Q.FT.
A/C AREA SECOND FLOOR:---------------- •---------
1,114.00 5QFT.
SECOND FLOOR AREA OPEN TO BELOW ------------- 312.81 SQFT.
OPEN TERRACE ------------------------------------
99.95 5QFT,
TOTAL RESIDENCE -------------------------------- 3,348.29 SQFT.
N
CONCRETE PAD WITH A/C
COMPS. MOUNTINGS 10.00'
Nf:s.V.D.
m I
I
514RU115 SILVER BUTTOM
WOOD 18' H. MIN. If
PLANTING AROUND A/C
COND. UNIT
NEW ELECTRICAL METER
CONNECTED TO COMMUNITY
ELECTRICAL SERVICE 1
CONTRACTOR TO FIELD
VERIFY LOCATION
I
NEW DRIVEWAY
CONFIGURATION CHICAGO
BRICK PAVERS.
UNDER SEPARATE PERMIT
W/M
FULL
10' U.E. OPEN
VALVE
--
_ - _. ------
PARKWAY
-^-_-PARKWAY
TRACT 'A' (N.A.P.)
GREEN AREA
TRACT 'A' (N.A.P.)
------------------ ---
LEGAL DESCRIPTION
LOT Il, OF DAVIS GARDENS, ACCORDING TO THE PLAT THEREOF, A5
RECORDED IN PLAT BOOK 126, AT PAGE 45, OF THE PUBLIC RECORDS
OF MIAMI DADE COUNTY, FLORIDA.
1
SITE PLAN
SCALE.- 10'= 1"
CONTRACTOR TO PROVIDE
SLOPE TO CONTAIN
RAINWATER INTO THE
PROPERTY LINE
NEW TWO STORY
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CONNECTED 4' SANITARY
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