05-930-002DESCRIPTION
-A/C
GROUND
V••• • 4• Y r
u
V V Y • V
W 6 V•• • W•
V Y V
TOTAL
ZONING SUMMARY:
:': :to •`o :,:
0
'
SINGLE FAMILY DISTRICTS ZONING
e •
' • W.Y
y W V • • V
V i • • • W
::::Y
. • ,
V • V
W •
,
fG
SQ.
PROJECT ADDRESS: 5821 S.W. 56 TERRACE 0.00 0.00• Y••
•.ii
417&1
SQ.
ZONING DISTRICT: RS -3
:6.00 •.
r
*see*
y
�
FT.
GROSS AREA OF SITE: 11,984.36 SO. FT.
:so** • 6.r 996.
i WWVW
y
N/A
NET AREA OF SITE: 9,999.94 SQ. FT.
SO.
FT.
TERRACE
523.67
SQ.
ALLOWED REQUIRED
N/A
PROPOSED
SO.
MAX. BUILDING COVERAGE FIRST FLOOR
9,999.94 X 30% = 2,999.98 SO.
FT.
2,998.65 SO. FT.
FT.
2ND FLR BUILDING COVERAGE
2)998.65 X 60% = 1 799.19 SO.
FT.
11777.64 SQ. FT.
5' EASMENT
MAX. IMPERVIOUS COVERAGE
9,999.94 X 40% = 3,999.98 SQ.
FT.
3,998.65 SQ. FT.
jftDING HEIGHT MIDPOINT OF TOP OF RIDGE
25' -0"
�
249-992 '�
-
SETBACK REQUIREMENTS:
ALLOWED REQUIRED
PROPOSED
SOUTH 56 TERRACE
17' -6'
17' -7"
WEST INTERIOR SIDE
8' -3 5/8"
❑8
8' -11"
EAST INTERIOR SIDE
8' -3 5/8"
15' -1"
1 CURB DETAIL
NORTH REAR
25' -0"
25'-0"
A/C COMPRESSOR
BUILDING
AREA CALCULATIONS
A -1 SCALE: 1/2"=V-0"
DESCRIPTION
-A/C
GROUND
FLOOR
SECOND FLOOR
TOTAL
GRADE
EXISTING (AVERAGE) GRADE
SPACE
1,980.69
SQ.
FT.
1,495.00 SO. FT.
3,475.69
SQ.
FT.
GARAGE
417&1
SQ.
FT.
N/A
417.61
SQ.
FT.
ENTRY
76.68
SQ.
FT.
N/A
76.68
SO.
FT.
TERRACE
523.67
SQ.
FT.
N/A
523.67
SO.
FT.
TOTAL
2,998.65
SQ.
FT.
1,495.00 SQ. FT.
4,493.65
SO.
FT.
1 M PERVI OU CALL CATIONS
1 DESCRIPTION TOTAL
POOL do DECK 845 SQ. FT.
CONCRETE PADS 155 SQ. FT.
EXTERIOR TOTAL 1000 SQ. FT.
BUILDING TOTAL 2,998.65 SQ. FT.
TOTAL IMPERVIOUS AREA 3,998.65 SQ. FT
DADE COUNTY FLOOD PLAIN MANAGEMENT PROGRAM LEGEND
FLOOD ZONE: X
ADDRESS: 5821 S.W. 56 TERRACE
HIGHEST CROWN OF ROAD: 13.74'
ELEVATION
LOWEST FLOOR
GARAGE /STORAGE
GRADE
EXISTING (AVERAGE) GRADE
THEREOF, AS RECORDED IN PLAT
BOOK
13.55'
PROPOSED
14.55' = 0' -0"
14.13' (AVG.)
13.84' (AVG.)
ARCHITECTURAL LEGEND
SITE PLAN LEGEND
L.P. GAS EMERGENCY GENERATOR
1 PHASE- 240/12OV- 25 KW 125AMP
MAIN BREAKER MOUNTED ON UMT. 13
3' -44' 40'-01.
114` -0 1/2- -
�� ` �rr013 rr �r�ir�r� w aw w w •ri rw�� �� ^ ^ w�i sir - -— — wi ri— —^
Ln-_ _ —__..— - - - -. -- —. .._ _._. ___ - -_� _._ - - ..r_.._. .__. ._. -w. _. _..— _.._. —.— ..�....
T.V. SATELLITE DISH
T --- — — .�- A!--O kLGH- (MAX)SROIL.GRAD
_� :� .Z'r j►I ` )� �Q) POOL MOTOR k FILTER
G
..; L P. GAS POOL
i 13S' 3' -0j' 3 47 38' -57• 3, 6 -' J .. WATER HEATER
._ LAWN RINKLER PUMP
• * EMERGENCY / } I—.
-I
�, I GENERATOR I J ]Ell
Lu
e OPE cn V) i+� " -K ♦ +
of
I' < Y
a
SLOPE 3
lU (+7
-- - -- - - - - -- -- - ----- - -__. - - - - -- --- - - - - -- _ ,
` t2 � � ' \} ser � �
1 31 - 112' 31- 112, 12 30' -64 + / Ot
CI' I vs SETBACK I / PO VI
(R F
t_ 11.4 o 1 l �- - - - - - - - (TANK SETBACK) > >
1 `� ! 5f Y1- l I 7 I 66 66 v
601 SLOPE SLOPE, I i I
I iLOPE II SLOPE SLOPE / v
13.1. I 3.7G
RADIUS i
I TYPICA AWNING
I- --- - - - -- -- - - - --- --- - - - - -- -- __ ---- - -----
I1' SLOPE 3.G7 13.0'
r� III
sl_rE I I �
a I i' -li I /
o o i SETBA
J� I Ili
I I I I 12 III SL PE ;/
I o ROPOSED \
5 SLOPE TOP OF 1 ST FLR. SLAB
� N.G.V.D. ELEV. 14.55 = -0 51
' 7 i I I LO SLOPE I FI� ❑
III 1L
3' SLOPE
I III II II /
Iil i O
t N
1 i
,� II I I /
L
II 7 II 1 % °
' ' • I i�-
S12-
I I / --
i i I SLOPE I_ SLOPE I i Q
/
-711 /
:6666.
PROPOSED � ............................., -` "' '� - � � SETBA �
c , N Ck -
3 3.t4 ELE .13.93' (HIGHISIDE�, ............ �.........:.. 3 n
°--- -�
3.5 p U
a
a 5 15 1*
❑ k
I
noo w 14 ;:.........- 03
13.0.
� N �
-, F- SLOPE :.... 1�
i o -
a D
1 13.0' i G' -0' X16' -0' 3' -0' 2' -6 3' -0 3'-0' '+ 17 r
13.1' 10 '� 13.1• ,�
� 7ROPOSE N RI WAY i3� -0 1%4" low 1 . L W DE� POP
*155.91'
TO EXIST. SANITARY MANHOLE
15' GRASS `
o PARKWAY
N
20
SW 56th TERRA /
/ • NO SITE PLAN
CONTINUOUS FINISH SLAB
TRENCH DRAIN
2. 4 6. KEY STONE 64 TOP OF SLAB
PAVERS ELEVATION = +/- 14.55'
SLOPE
- - - TOP OF SLAB --- ---- --
I 1 o ELEVATION = +/- 13.75'
4"x4" P.T. WOOn I I I •
'OSTS @ 6' -0" O.C.
ICOMPACT FILL
3 CON C. BASE @ EA. 4 TRENCH DRAIN DETAIL
t
C1
71 Li
, y
T_ TARAFA
17 CONSTRUCTION
ROBERT TARAFA
A R C H 1 7 E C T
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
UNDE OUND Phone: 305.876.1440
GAL, G TANK
_RA O 1) Fax: 305.876.1441
•CIVIL
•S T R U C T U R A L
•L A N D S C A P E
•DESIGN CONSULT:
•M %ESP
PROPOSED SINGLE
FAMILY RESIDENCE
5821 S.W. 56 TERRACE
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
JOB NUMBER: 2005.001
DATE: 5/26/05
REVISIONS /SUBMISSIONS:
Q-22 -06 ADDED EMERGENCY GENERATOF
L.P. GAS TTANK POOL EQUIPMENT ,LAWN
SPRINKLER PUMP,AND WOOD FENCE
A
a
a
a
a
a
a
SCALE: 8 " = 1' -
1 I
/ 0" SEAL: ` ► r /
T.O.S. ELEV. 0' -0" = 14.55'
v
SW 56th STREET - AR NU ' . 00770
63 62 61 60
\ 58
- WD. FENCE POST
A--1 SCALE: 1/2"=V-0"
L NOT TO SCALE �
SCALE: 3/ „_ 1,_0»
SW 56th TERRACE
TE PLAN
DRAWING NO: Al
LEGAL DESCRIPTION:
LOT
59 BLOCK 1 OF "GABLES EDGE," ACCORDING TO THE. PLOT
THEREOF, AS RECORDED IN PLAT
BOOK
94,
AT PAGE 54, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA
ARCHITECTURAL LEGEND
SITE PLAN LEGEND
6' -0" C.M.U. PRIVAY WALL (SEE SHEET 53.2 FOR DETAILS)
-- EXISTING TOP OF GRADE
3' -6" X C -0" MTL. GATE
0.00' PROPOSED TOP OF GRADE
F
SETBACK LINE FOR SINGLE FAMILY RESIDENCE
PROP IRECTION S
' I
51--6" X 2' -2" CONCRETE SLAB W/ PAVERS
4' -0" X 2'--0" CONCRETE SLAB W/ PAVERS
TOP OF CURB WALL
CONC. URB ELEVATION = +/ - 13. ' ED
5' EASMENT
�
COMPACT FILL
BEAM LINE BELOW (TYP.)
-
I I
�.'
❑8
ROOF LINE BELOW (TYP.)
1 CURB DETAIL
ng
A/C COMPRESSOR
A -1 SCALE: 1/2"=V-0"
10
DRIVEWAY W/ GRASS BLOCK
"x4"
• •
4 P.T. WOOD POSTS
11
BRICK PAVERS
6' -o" O.C.
12
CANOPY AWNINGS
2 "x4" HORIZONTAL P.T.
WOOD
F13]
EXISTING 6' HIGH C.B.S. WALL
1 "x6" VERTICAL P.T.
n14
3" - 4" DIA. WHITE EGG ROCK
wooD
..
2 "x4" HORIZONTAL P.T.
F
CD
15
3' -3 1/2" X 2' -6" CONCRETE SLAB W/ PAVERS
WOOD
H
EXISTING ELECTRICAL TRANSFORMER+
"'
F17]
EXISITNG WATER METER BOX FOR NEW 1" WATER SERVICE
21
6"
2 "x4" HORIZONTAL
18
NEW UNDERGROUND 500 GAL STEEL L.P. GAS TANK POLICOATE
P.T. woon
19
SEE SHEET P1 FOR CONTINUATION
II
20
EXIST. 8" PVC SANITARY MAIN
LJ
I _u
21
GRAVEL BED
`-.
[22]
POOL DECK W/ BRICK PAVERS. POOL TO BE CENTERED ON POOL DECK
WD FENCE
SECTION
n23
16" SQUARE CMU PILLAR
.
.
a
A_2 1
SCALE: 1 /2 " =1-0"
L.P. GAS EMERGENCY GENERATOR
1 PHASE- 240/12OV- 25 KW 125AMP
MAIN BREAKER MOUNTED ON UMT. 13
3' -44' 40'-01.
114` -0 1/2- -
�� ` �rr013 rr �r�ir�r� w aw w w •ri rw�� �� ^ ^ w�i sir - -— — wi ri— —^
Ln-_ _ —__..— - - - -. -- —. .._ _._. ___ - -_� _._ - - ..r_.._. .__. ._. -w. _. _..— _.._. —.— ..�....
T.V. SATELLITE DISH
T --- — — .�- A!--O kLGH- (MAX)SROIL.GRAD
_� :� .Z'r j►I ` )� �Q) POOL MOTOR k FILTER
G
..; L P. GAS POOL
i 13S' 3' -0j' 3 47 38' -57• 3, 6 -' J .. WATER HEATER
._ LAWN RINKLER PUMP
• * EMERGENCY / } I—.
-I
�, I GENERATOR I J ]Ell
Lu
e OPE cn V) i+� " -K ♦ +
of
I' < Y
a
SLOPE 3
lU (+7
-- - -- - - - - -- -- - ----- - -__. - - - - -- --- - - - - -- _ ,
` t2 � � ' \} ser � �
1 31 - 112' 31- 112, 12 30' -64 + / Ot
CI' I vs SETBACK I / PO VI
(R F
t_ 11.4 o 1 l �- - - - - - - - (TANK SETBACK) > >
1 `� ! 5f Y1- l I 7 I 66 66 v
601 SLOPE SLOPE, I i I
I iLOPE II SLOPE SLOPE / v
13.1. I 3.7G
RADIUS i
I TYPICA AWNING
I- --- - - - -- -- - - - --- --- - - - - -- -- __ ---- - -----
I1' SLOPE 3.G7 13.0'
r� III
sl_rE I I �
a I i' -li I /
o o i SETBA
J� I Ili
I I I I 12 III SL PE ;/
I o ROPOSED \
5 SLOPE TOP OF 1 ST FLR. SLAB
� N.G.V.D. ELEV. 14.55 = -0 51
' 7 i I I LO SLOPE I FI� ❑
III 1L
3' SLOPE
I III II II /
Iil i O
t N
1 i
,� II I I /
L
II 7 II 1 % °
' ' • I i�-
S12-
I I / --
i i I SLOPE I_ SLOPE I i Q
/
-711 /
:6666.
PROPOSED � ............................., -` "' '� - � � SETBA �
c , N Ck -
3 3.t4 ELE .13.93' (HIGHISIDE�, ............ �.........:.. 3 n
°--- -�
3.5 p U
a
a 5 15 1*
❑ k
I
noo w 14 ;:.........- 03
13.0.
� N �
-, F- SLOPE :.... 1�
i o -
a D
1 13.0' i G' -0' X16' -0' 3' -0' 2' -6 3' -0 3'-0' '+ 17 r
13.1' 10 '� 13.1• ,�
� 7ROPOSE N RI WAY i3� -0 1%4" low 1 . L W DE� POP
*155.91'
TO EXIST. SANITARY MANHOLE
15' GRASS `
o PARKWAY
N
20
SW 56th TERRA /
/ • NO SITE PLAN
CONTINUOUS FINISH SLAB
TRENCH DRAIN
2. 4 6. KEY STONE 64 TOP OF SLAB
PAVERS ELEVATION = +/- 14.55'
SLOPE
- - - TOP OF SLAB --- ---- --
I 1 o ELEVATION = +/- 13.75'
4"x4" P.T. WOOn I I I •
'OSTS @ 6' -0" O.C.
ICOMPACT FILL
3 CON C. BASE @ EA. 4 TRENCH DRAIN DETAIL
t
C1
71 Li
, y
T_ TARAFA
17 CONSTRUCTION
ROBERT TARAFA
A R C H 1 7 E C T
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
UNDE OUND Phone: 305.876.1440
GAL, G TANK
_RA O 1) Fax: 305.876.1441
•CIVIL
•S T R U C T U R A L
•L A N D S C A P E
•DESIGN CONSULT:
•M %ESP
PROPOSED SINGLE
FAMILY RESIDENCE
5821 S.W. 56 TERRACE
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
JOB NUMBER: 2005.001
DATE: 5/26/05
REVISIONS /SUBMISSIONS:
Q-22 -06 ADDED EMERGENCY GENERATOF
L.P. GAS TTANK POOL EQUIPMENT ,LAWN
SPRINKLER PUMP,AND WOOD FENCE
A
a
a
a
a
a
a
SCALE: 8 " = 1' -
1 I
/ 0" SEAL: ` ► r /
T.O.S. ELEV. 0' -0" = 14.55'
v
SW 56th STREET - AR NU ' . 00770
63 62 61 60
\ 58
- WD. FENCE POST
A--1 SCALE: 1/2"=V-0"
L NOT TO SCALE �
SCALE: 3/ „_ 1,_0»
SW 56th TERRACE
TE PLAN
DRAWING NO: Al