10-07-0051
a
FLOOD PROC;;RAt -1 LEGEND
For Compliance with Chapter ilc of the dade county code
Special Flood Hazard Area - Outside Special Flood Hazard Area
Res ident!a I
i x New Construction
❑ Repairs, reconstruction and interior repairs or combination (Do to DAMAGE from any source)MUST ATTACH
coat of construction list, owner affidavit n
t and an elevation survey showing exiatin
g lowest floor, lowest grade,
highest crown of road elevation.
❑ Remodelin g, addition
alteration interior renovations or combination (MUST ATTACH cost of construction
list, owner affidavit and an elevation
. surve showing existing floor, lowest grade, highest crown of road
elevation)
Process :
Zoning : RS-2
SLABS/WALKS
Lot "1 4 8 Block 2
Plat book 16
Page 42
Address : 1230 SW 63 COURT
Highest Crown/Road elev.:
13.03'
Highest crown of road elevation above was taken
JAViER DE LA ROCHA
SWALE REQUIRED =
rom a certified survey prepared by:
PLS Lic M : 6080
ELEVATION
Lowest Floor
192.1 CF
Garage / storage
Adjacent Grade
EXISTING
= 385.4 LF
LF OF SWALE PROVIDED = 4353 LF
-
-
PROPOSED
13bi' 4
GRADE
13.43'
12_Sl'
Tie-15eam Elevation Certificate, sate, is required before making any inspection above lowest floor and a Final Elevation
Certificated is required before issuance of certificate of occupancy or completion (Completion HOLD le* )
(11c3 -3d3) call 375 -6685
O.SF.H. ( Mtstde Special Floor Hazard)
All Electrical and Mechanical I e ui ment must be located at or above the Required
Lowest Floor Elevation S . H
(special Floor hazard)
All electrical
and mechanical equipment q pment must be located at or above
the Base Flood Elevation or Required q Lowest Flood Elevation whichever is higher.
Lowest Floor -Shall mean the lowest floor _
of the lowest enclosed area (including ncludtn basement ).An unfinished or flood
9
resistant enclosure for parking of vehicles building
access or storage in n
p 9
a area other than a
basement area is not
e
f
considered a building's floor
9 provided that such enclosure is not built as to render the structure in violation
of the applicable non- elevation design requirements in Section llc -3, llc -4, llc -5.
Garage or Storage - (SFHA (llc -S -F)) - Fully enclosed areas below the Base Flood Elevations shall be design to
preclude finished living space except allowable uses Le. parking, limited storage and building access and shall be
designed to allow for the entry and exit of flood -water to automatically equalize hydrostatic flood Forces on exterior
walls.
The interior portion of such enclosed area shall NOT be partitioned or Finished (Flood resistant materials only) into
separate rooms or air conditioned. Design for complying with this requirement must be either certified by a professional
g
engineer or architect or meet the following criteria openings 9
(1J Provide a minimum of two (2J o entn s havtn a total net area
g
of no less than one (1) square inch for every square foot of enclosed area aideBottom of all opening shall be no more
higher than one (1) foot above grade.
Adjacent Grade llc2 -z - 'Shall mean the highest finished grade elevation of the ground surface next .to the proposed walls
of the structure'. llc -2 -GG- 'Minimum finished grade shall mean the elevation established in Dade County Flood Criteria Map
at the specific development site of crown of road elevation of an existing adjacent road, whichever is higher '( or a waiver
must be obtain). Site grading must be provided in a manner as to retain stormwater run -off within site and prevent run -off
into adjacent property as well as direct surface water run -off into lakes or canals.
DRAINAGE CALCULATION
_._..,_.._..._ .............. _ ...... .......... _.
1 n
_..._...
2 - (o
POSED�� .._ ............. . . . .. - ._...... _.
6 MIN)
_........__......_....-- - - - - --
= 4,112.4 SF
SLABS/WALKS
= 213.0
I
= 40.0
POOL, DECK 4 PONDS
= 1,213.0
TOTAL
= 5,638.4 SF
A
SWALE REQUIRED =
5,639 X 0.41
0
12
=
192.1 CF
f
500 GAL U/G LP "GAS
DENOTES SWALE TO RETAIN
= 385.4 LF
LF OF SWALE PROVIDED = 4353 LF
POOL EQUIP ON GONG SLAB
MINE EV 13.71-181-
TANK 24'0 DOME VISIBLE
ABOVE GROUND 140ZO'
= ALL RAINWATER ON SITE. SEE
cv DETAIL 4 CALCS ON THIS SHEET
GRADE
POOL:'
REAR
cv
12' X 36' CONC FTG
MASTER BEDROOM GARDEN
W/3 +5'S CONT 4 03
TOTAL PERVIOUS AREA
TRANVS * 48' O.C.
N
, qR
-
-
,
is ,
6 �
-
AREA UNDER A/C
3411.6 SF
MAX BUILDING HGHT
O
STORIES
1ir
Oi
-
_Q
__...._ _ __. ....
Gk
25' -0'
�
w
MAX LOT COVERAGE
4,200 SF
3090
4,1 -12.4 SF
2132 %
(Lv 1 n In § `—
IY Rlm'
/"1
10
f
_._..,_.._..._ .............. _ ...... .......... _.
1 n
_..._...
2 - (o
POSED�� .._ ............. . . . .. - ._...... _.
6 MIN)
_........__......_....-- - - - - --
SWALE REQUIRED = 1 CF /12 SF iMP AREA
LOT AREA = 14,000 SF
IMPERVIOUS AREA
FOOTPRINT
= 4,112.4 SF
SLABS/WALKS
= 213.0
I
= 40.0
POOL, DECK 4 PONDS
= 1,213.0
TOTAL
= 5,638.4 SF
MULTIPLIER = 5)639 SF/14,000.0 SF = 0.40
SWALE REQUIRED =
5,639 X 0.41
F
l STUCCO ON 8' GONG BLK
I
12
=
192.1 CF
f
0152 CF /I LF OF SWALE
LF OF SWALE REQUIRED
= 385.4 LF
LF OF SWALE PROVIDED = 4353 LF
i
TOTAL IMPERVIOUS AREA
>,.
MIN 30' REBAR OVERLAP
E
E
GRADE
POOL:'
REAR
cv
12' X 36' CONC FTG
MASTER BEDROOM GARDEN
W/3 +5'S CONT 4 03
TOTAL PERVIOUS AREA
TRANVS * 48' O.C.
N
, qR
-
-
3 r n
FENCE DETAIL
A/C AREA
-
AREA UNDER A/C
3411.6 SF
MAX BUILDING HGHT
O
STORIES
2
-
1
D
Gk
25' -0'
�
w
MAX LOT COVERAGE
4,200 SF
3090
4,1 -12.4 SF
2132 %
MAX IMPERVIOUS AREA
5,600 SF
4090
5,598,4 SF
39.9 %
PERVIOUS AREA
-
-
895 6 SF
-
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12' WIDE CONTINOUS CONNECTION 142.05'
I,
291 -0'
SWALE REQUIRED = 1 CF /12 SF iMP AREA
LOT AREA = 14,000 SF
IMPERVIOUS AREA
FOOTPRINT
= 4,112.4 SF
SLABS/WALKS
= 213.0
SEPTIC TANK
= 40.0
POOL, DECK 4 PONDS
= 1,213.0
TOTAL
= 5,638.4 SF
MULTIPLIER = 5)639 SF/14,000.0 SF = 0.40
SWALE REQUIRED =
5,639 X 0.41
F
l STUCCO ON 8' GONG BLK
I
12
=
192.1 CF
SWALE PROVIDED =
0152 CF /I LF OF SWALE
LF OF SWALE REQUIRED
= 385.4 LF
LF OF SWALE PROVIDED = 4353 LF
31 —0" 121
OF SWALE L EL + 0' -0'
EXIST GRADE
I I "r BOTTOM OF SWALE
SECTION 6 SWALE Q
N.T.S.
DENOTES SWALE TO RETAIN BETWEEN DRAINFIELD 4 RESERVE
\ ALL RAINWATER ON SITE. SEE NOTE:
DETAIL 4 CALCS ON THIS SHEET SEPTIC TANK INSTALLER SHALL VERIFY
f ' THAT DRAINFIELD IS 100 FT AWAY FROM
r SUPPLY WELL
51TE PLAN AA
AREA 5GHEDULEE
---- -' SLOPE STUCCO
AREA
-` TOWARDS INTERIOR
AREA
e
s
< 4'
3,932.4 SF
€A
via ``e 8' X 12' GONG TIE
240.0 SF
I W14 05'5 4 *3 TIES
+
4.112.4 SF
€ - 0 12' O.C.
-
F
l STUCCO ON 8' GONG BLK
I
-15 FT
W11 *5 TIE DOWN IN CELL
4,1 -12.4 SF
FILLED W /GONG a 4' O.C.
213.0 SF
_
ENDS 4 CORNERS
1,030.1 SF
PONDS
182.9 SF
TOTAL IMPERVIOUS AREA
5,598.4 SF
MIN 30' REBAR OVERLAP
E
E
GRADE
l
I
1
F
i ... `' / r GRADE
REAR
cv
12' X 36' CONC FTG
MASTER BEDROOM GARDEN
W/3 +5'S CONT 4 03
TOTAL PERVIOUS AREA
TRANVS * 48' O.C.
N
, qR
-
-
3 r n
FENCE DETAIL
A/C AREA
51TE PLAN AA
AREA 5GHEDULEE
DESCRIPTION
AREA
LOT COVERAGE
AREA
BUILDING FOOTPRINT
3,932.4 SF
COVERED TERRACE
240.0 SF
TOTAL COVERAGE
4.112.4 SF
14,000 SF
-
IMPERVIOUS AREA
-15 FT
BUILDING FOOTPRINT
4,1 -12.4 SF
WALKS /SLABS
213.0 SF
POOL, SPA 4 DECK
1,030.1 SF
PONDS
182.9 SF
TOTAL IMPERVIOUS AREA
5,598.4 SF
PERVIOUS AREA
REAR
DRIVEWAY
8245 SF
MASTER BEDROOM GARDEN
61.1 SF
TOTAL PERVIOUS AREA
885.6 SF
-
CUMULATiVE WiDTH
A/C AREA
-
AREA UNDER A/C
3411.6 SF
NOTE:
ALL RAINWATER SHALL BE RETAINED ON
SITE iN ACCORDANCE WITH STORMAWATER
ORDINANCE
SEPTIC TANK NOTE:
THERE ARE NO PERTINENT FEATURES ON ADJACENT
PROPERTIES 4 ACROSS THE STREET THAT MAY AFFECT
THE SYSTEM INSTALLATION
ZONING LEGEND
SINGLE FAMILY DISTRICT RS -3
DESCRIPTION
ALLOWED
PROPOSED
AREA
90
AREA
94
LOT AREA
10,000 SF
-
14,000 SF
-
FRONTAGE
-15 FT
-
100 FT
-
SETBACKS
i-
FRONT
25' -0'
-
REAR
25' -0'
tWtt
-
iNTERiOR SiDE
-1' -6'
-
CUMULATiVE WiDTH
20' -0'
-
21' - -1'
-
MAX BUILDING HGHT
O
STORIES
2
-
1
_
HEIGHT
25' -0'
�
w
MAX LOT COVERAGE
4,200 SF
3090
4,1 -12.4 SF
2132 %
MAX IMPERVIOUS AREA
5,600 SF
4090
5,598,4 SF
39.9 %
PERVIOUS AREA
-
-
895 6 SF
-
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