05-1333(2)-001FLOOD LEGEND
I
Residential New Construction
ADDRESS: 5120 5W 82nd STREET
LOT: 2 BLOCK: I PLAT BOOK: 43 PAGE: 31
HIGHEST GROWN OF ROAD ELEV.: 9.60 FT. NGVD. HIGHEST GROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY;
SERGIO REDONDO PL5 LIG. #: 3162
SURVEYOR'S NAME
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 5G2UARE INCH OF OPENING FOR EVERY 5OUARE
FOOT OF ENCLOSED AREA 5UBJE6T TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT 51DE5 OF THE
ENGL05ED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RE515TANT
MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY N / A P.E. ON THE PLAN
NOTES INDIGATINO THAT THE DE516N WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORGES ON EXTERIOR WALLS.
THE 51TE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJAGENT
PROPERTIES. WHERE NE6E5ARY INTERCEPTOR SHALES WILL BE CONSTRUCTED ON —SITE WITH
NO ENCROACHMENT OVER ADJAGENT PROPERTIES.
O' — O" = NGVD
LEGAL DE,5GRIPTION
THE WEST 25 FT, OF THE EAST 145 FT, OF THE NORTH 1/2 OF TRACT 18 AND THE EAST
15 FT, OF THE WE5T 455 FT, OF THE NORTH 1/2 OF TRACT 10 OF PALM MIAMI HEIGHTS
REV. PB 43 -41 OF MIAMI -DADE COUNTY, FL.
501L STATEMENT :
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS 51TE ARE SAND
AND ROCK WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F. THE
OWNER SHALL SUBMIT AT THE TIME OF BREAKING GROUND, TO THE COUNTY
INSPECTOR A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS
BEEN OBSERVED AND THAT THE FOUNDATION CONDITIONS ARE SIMILAR
TO TH05E UPON WHICH THE DE51GN IS BASED.
THE LETTER SHALL BE 316NED 4 SEALED BY A l�EG15TERED
ARCHITECT OR ENGINEER.
5OUTH MIAM
LAND DEVELOPMENT CODE.
SECTION 20 -3.5 (E)
LOWEST FLOOR
ELEVATION
GAR. /THRESHOLD
FLOOR ELEV.
ADJAGENT GR.
ELEVATION
SHALE AREA
ELEVATION
PROPOSED
FT. NGVD
FT. NGVD
FT. NGVD
FT. NGVD
10.92
10.92
9.92
9.84
N/A
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 5G2UARE INCH OF OPENING FOR EVERY 5OUARE
FOOT OF ENCLOSED AREA 5UBJE6T TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT 51DE5 OF THE
ENGL05ED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RE515TANT
MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY N / A P.E. ON THE PLAN
NOTES INDIGATINO THAT THE DE516N WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORGES ON EXTERIOR WALLS.
THE 51TE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJAGENT
PROPERTIES. WHERE NE6E5ARY INTERCEPTOR SHALES WILL BE CONSTRUCTED ON —SITE WITH
NO ENCROACHMENT OVER ADJAGENT PROPERTIES.
O' — O" = NGVD
LEGAL DE,5GRIPTION
THE WEST 25 FT, OF THE EAST 145 FT, OF THE NORTH 1/2 OF TRACT 18 AND THE EAST
15 FT, OF THE WE5T 455 FT, OF THE NORTH 1/2 OF TRACT 10 OF PALM MIAMI HEIGHTS
REV. PB 43 -41 OF MIAMI -DADE COUNTY, FL.
501L STATEMENT :
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS 51TE ARE SAND
AND ROCK WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F. THE
OWNER SHALL SUBMIT AT THE TIME OF BREAKING GROUND, TO THE COUNTY
INSPECTOR A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS
BEEN OBSERVED AND THAT THE FOUNDATION CONDITIONS ARE SIMILAR
TO TH05E UPON WHICH THE DE51GN IS BASED.
THE LETTER SHALL BE 316NED 4 SEALED BY A l�EG15TERED
ARCHITECT OR ENGINEER.
5OUTH MIAM
LAND DEVELOPMENT CODE.
SECTION 20 -3.5 (E)
05 -06 -05
DIMENSIONAL REQUIREMENTS
SINGLE- FAMILY DISTRICT
REQUIREMENT: R5 -3
COVER SHEET
MIN. LOT SIZE
REQUIRED
NET AREA (50.FT.)
10,000 5Q. FT
FRONTAGE (FT.)
15' -0"
MIN. YARD SETBACKS (FT.)
REQUIRED
FRONT
251-o"
READ
25' -0"
INTERIOR SIDE
5 -3
a.) FOR STRUCTURE 12' -0' OR LESS IN
1
HEIGHT, AS MEASURED FROM THE
DETAILS 4 NOTES
FIRST FLOOR FINISHED FLOOR
5 -5
ELEVATION
9
bJ PORTION OF STRUCTURE A50VE
15' -0"
12' -0' HIGH AS MEASURED FROM
A -2
THE FIRST FLOOR FINISHED FLOOR
11
ELEVATION
DOOR SCHEDULE 4 NOTES
STREET SIDE
15' -0"
MAX. BUILDING HEIGHT
REQUIRED
STORIES
2
FEET
25' -0"
MAX. BUILDING COVERAGE (io)
FIRST FLOOR
30
SECOND FLOOR: % OF
THE FIRST FLOOR
(00%
MAX. IMPERVIOUS COVERAGE
M 40 %
(OLDG, + POOL + POOL DEGK)
- -
PROVIDED
14, (o34 50. FT,
100.1-1'
PRO/�VIDED
25' -0"
31.00'
13.rol' / 9.0'
29.0'
N/A
PROVIDED
2
24.ro-1'
29.66 io
13.05%
39.21 %
I 0
N
13'-2' I.
J
p
El" IERGE , CY HR'
GAS GENERATOR
I
STORACj.�E
DOOR STOOP
MIN v MIN
01 w
2-WAY
C.O.
I -5TY.
WCC �o
AC O
m
6' CMU FENCE /GATE
2V-0'
2 -STY.
PERTINENT FEATURE5
NOTE.,
THERE ARE NO PERTINENT FEATURES ON ADJACENT
PROPERTIES AND ACROSS THE STREET THAT MAY
AFFECT THE SYSTEM INSTALLATION.
100.11' (M
t/
cT 11G11 111LY I:1R11fIlu Sul
851 SF L)N[) N (- r D. ?,% FI• =Lll 85l SF
DRAINFIELD n , , r (o RESERVE
ors
X PA ,
p' F c
T c
WHIRLPOOL (0.0.)
s=
0
PLANTER
/ FOUNTAIN
1AMMANA
DESIGN CONSULTANT GROUP
OF SOUTH FLORIDA II
299 Alhambra Circle, Suite 521, Coral Gables, Fl. 33134 (305) 447 -9441 Fax 447 -9335
LICENSE NO. AA0002500
K&I
POOL (E3.0.)
POOL DECK ( 8.0.)
�, POOL PLANTERS 1B.0.) '
/ PROPO5 D i
2 - STORY CBS
I
HB
R 150v 11/4' WATER 4'.
SERVICE 8/6
2' - 0'
GRRA65 PAVER DRIVEWAY
n
41 111 r
r
WATER
METER 10 .11, (M)
M
0 R9 r -0j6
a ry�
V
PE '.�. Iti11Y1
9' -0'
1 -STY. _
I
I
I to
dAc
AC
6' CMU FENCE /GATE
11101-11
2 -STY.
LOT
2
BL.00,K -1
16' -313' \\ . _
5�_0r I 24'-5 I&
26' 9g•
5,W, 02nd 5TREET
a 10' ASPNAULT PAVEMENT
(50' TOTAL RIW)
31' - O—L'
LO
a
6' -3a'
� IN
lilt
O
in
`r
SITE PLAN 1/1011
VILLA MAYRA
5720 S.W. 82 S -TREET
MIAMI, FLORIDA, 33143
PMONE:(305) 640 -0448
CODE ANALYSIS
OCCUPANCY TYPE R -3
CONSTRUCTION TYPE VI UNPROTECTED
FLORIDA BUILDING CODE 1 JULY 2003
DATE-
05 -06 -05
LIST OF DRAWINGS
1
C - I
COVER SHEET
2
L -1
LANDSCAPE PLAN
3
5 -1
FOUNDATION PLAN
4
5 -14.
DETAILS 4 NOTES
5
5 -2
2nd FLOOR FRAMING PLAN
r6?
5 -3
ROOF FRAMING PLAN
1
5 -4
DETAILS 4 NOTES
S
5 -5
DETAILS
9
A -I
15t FLOOR PLAN
10
A -2
2nd FLOOR PLAN
11
A -3
DOOR SCHEDULE 4 NOTES
12
A -4
FRONT 4 LEFT ELEVATIONS
13
A -5
RIGHT 4 LEFT ELEVATIONS
14
A -ro
FOYER STAIR PLAN 4 DETAILS
15
A -ro
GAME ROOM STAIR PLAN 4 DTL.
lro
A -1
WALL SECTIONS
11
A -8
FINISH SCHEDULE 4 NOTES
10
P -1
SITE PLUMBING PLAN
19
P -2
1St FLOOR PLUMBING PLAN
20
P -3
2nd FLOOR PLUMBING PLAN
21
P -4
PLUMBING DETAILS
22
M -1
1St FLOOR MECHANICAL PLAN
23
M -2
2nd FLOOR MECHANICAL PLAN
24
M -3
MECHANICAL DETAILS
25
E -1
SITE ELECTRICAL PLAN
2(o
E -2
15t FLOOR ELECTRICAL PLAN
21
E -3
2nd FLOOR ELECTRICAL PLAN
20
E -4
ELECTRICAL RISER s
CODE ANALYSIS
OCCUPANCY TYPE R -3
CONSTRUCTION TYPE VI UNPROTECTED
FLORIDA BUILDING CODE 1 JULY 2003
DATE-
05 -06 -05
SCALE-
AS SHOWN
[DRAWN-
JOB:
0504
REVISION
BY
:: t 1. i�
SHEET: M �J,',�' I.U" t ITECT
C -1 J U L
...sir• �,,y,
I OF 20 '.
SHEETS PEG. NO. 10,154