05-930-001V
r
1'.
7 �
� 1
v v v v-
ALLOWED/REQUIRED PROPOSED
MAX. BUILDING COVERAGE FIRST FLOOR 9 999.94 X 307: = 2,999.98 SQ. FT.
----2,998.65 SQ. FT.
2ND FLR BUILDING COVERAGE 21P998.65 X 607 --1,799.19 SQ. FT. 1 777.64 SQ. FT.
MAX. IMPERVIOUS COVERAGE 9,999.94 X 407 = 3,999.98 SO. FT. 3,998.65 SQ. FT.
DING HEIGHT MIDPOINT OF TOP OF RIDGE 25'_0" 24' -9"
SETBACK REQUIREMENTS: ALLOWED REQUIRED PROPOSED
SOUTH 56 TERRACE 17' -6" 17' --7"
WEST INTERIOR SIDE 8'-- -3 5/8' 8' -11"
EAST INTERIOR SIDE 8 —3 5 8" 15'-10*
NORTH REAR —_ - -_ _ _ 25-0" 25' -0"
BUILDING AREA CALCULATIONS
DESCRIPTION
GROUND
FLOOR
SECOND FLOOR
TOTAL
GRADE
�
\c
7 �
� 1
v v v v-
ALLOWED/REQUIRED PROPOSED
MAX. BUILDING COVERAGE FIRST FLOOR 9 999.94 X 307: = 2,999.98 SQ. FT.
----2,998.65 SQ. FT.
2ND FLR BUILDING COVERAGE 21P998.65 X 607 --1,799.19 SQ. FT. 1 777.64 SQ. FT.
MAX. IMPERVIOUS COVERAGE 9,999.94 X 407 = 3,999.98 SO. FT. 3,998.65 SQ. FT.
DING HEIGHT MIDPOINT OF TOP OF RIDGE 25'_0" 24' -9"
SETBACK REQUIREMENTS: ALLOWED REQUIRED PROPOSED
SOUTH 56 TERRACE 17' -6" 17' --7"
WEST INTERIOR SIDE 8'-- -3 5/8' 8' -11"
EAST INTERIOR SIDE 8 —3 5 8" 15'-10*
NORTH REAR —_ - -_ _ _ 25-0" 25' -0"
BUILDING AREA CALCULATIONS
DESCRIPTION
GROUND
FLOOR
SECOND FLOOR
TOTAL
GRADE
EXISTING (AVERAGE) GRADE
A/C SPACE
1,980.69
SQ.
FT.
1,495.00 SQ. FT.
3,475.69
SQ,
FT.
GARAGE
417.Ql
SQ,
FT
N/A
417.61
S.
FT.
ENTRY
76.68
SQ.
FT.
N A
76.68
SQ.
FT.
TERRACE
523.67
SQ.
FT.
I N/A
1 523.67
SQ.
FT.
TOTAL
1 2,998.65
SQ.
FT.
1 1,495.00 SO. FT.
1 4,493.65
SQ.
FT.
IMPERVIOUS AR
DESCRIPTION
POOL & DECK
CONCRETE PADS
EXTERIOR TOTAL
BUILDING TOTAL
ITOTAL IMPERVIOUS A
ALCU LATiON S
TOTAL
845 SQ. FT.
155 SQ. FT.
1000 SQ. FT.
2,998.65 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
ZONING
12
13.55'
PROPOSED
14.55' = 0' -0"
14.13' (AVG.)
13.84' (AVG.)
L.R. GAS EMERGENCY GENERATOR
1 PHASE- 240/12OV- 25 KW 125AMP
MAIN BREAKER MOUNTED ON UMT. 13
FIRST
3' -4j' 40-0R' 7 '
114' -0 1/2" 26'-4A- TARAFA
w m MEN Is —.11A a's
on!
PAGE 11 i6 � CONSTRUCTION
LEGAL DESCRIPTION:
ZONING SUMMARY:
• G •
-22 -06 ADDED EMERGENCY GENERATC-
LOT 59 BLOCK 1 OF "GABLES EDGE," ACCORDING
SINGLE FAMILY DISTRICTS
ZONING
12
TO THE PLOT THEREOF, AS RECORDED IN PLAT
PROJECT ADDRESS: 5821 S.W.
56 TERRACE
PAD D� TAIL"
BOOK 94, AT PAGE 54, OF THE PUBLIC
ZONING DISTRICT: RS -3
•
• V V V
RECORDS OF MIAMI --DADE COUNTY, FLORIDA
GROSS AREA OF SITE: 11,984.36
SQ. FT.
4
ARCHITECTURAL LEGEND
NET AREA OF SITE: 9,999.94
SO. FT.
3" – 4" DIA. WHITE EGG ROCK
LJ 6' -0" C.M.U. PRIVAY WALL (SEE SHEET S3.2 FOR DETAILS)
SITE PLAN LEGEND
..• -i
I I I— III = "f
F2 3' -6" X 6' -0" MTL. GATE
0 0'
—1- EXISTING TOP OF GRADE
15
3'--3 1/2" X 2' -6" CONCRETE SLAB W/ PAVERS
03 -SETBACK LINE FOR SINGLE FAMILY RESIDENCE
• f w V
A
so w
5' -6" X 2' ---2" CONCRETE SLAB W/ PAVERS
0,00' PROPOSED TOP OF GRADE
V
16
Q 4' -0" X 2' -0" CONCRETE SLAB W/ PAVERS
GGyU
1 CURB
DETAIL
v u
PROPOSED DIRECTION OF SLOPE
• •
00:0, •
F-6] 5' EASMENT
u U
y y
7 BEAM LINE BELOW (TYP.)
❑
y G V
ROOF LINE BELOW (TYP.)
•
R A/C COMPRESSOR
1
10 DRIVEWAY W/ GRASS BLOCK
BRICK PAVERS
L.R. GAS EMERGENCY GENERATOR
1 PHASE- 240/12OV- 25 KW 125AMP
MAIN BREAKER MOUNTED ON UMT. 13
FIRST
3' -4j' 40-0R' 7 '
114' -0 1/2" 26'-4A- TARAFA
w m MEN Is —.11A a's
on!
PAGE 11 i6 � CONSTRUCTION
17 EXISITNG WATER METER BOX FOR NEW 1 WATER SERVICE A-1 SCALE: 11/2"=V-0"
1a NEW UNDERGROUND 500 GAL STEEL L.P. GAS TANK POLICOATED
32
19 SEE SHEET P1 FOR CONTINUATION 4 "x4" P.T. WOOD PO -
ff ® 6, -0" O.C.
20 EXIST. 8 PVC SANITARY MAIN
2 "x4" HORIZONTAL F
21 GRAVEL BED WOOD
22 POOL DECK W/ BRICK PAVERS. POOL TO BE CENTERED ON POOL DECK
1 "x6" VERTICAL P.T.
23 16" SQUARE CMU PILLAR (TYP.) 2 WOOD
2"x4" HORIZONTAL
" ,. WOOD
NEW CONCRETE SLAB (2,500 PSI MIN.) W./
10 -10 6 "X6" W.W.M ON WELL COMPACTED FILL
(SEE SPECIFIC DIMENSION ON SHEET A -1) TOP OF SLAB
ELEVATION = + - 13.97
- — — 2 "x4" HORIZONTAL
�) I ICI I —III —III III —) WELL COMPACTED FILL P.T. WOOD
I I =1 11-
STRUCTURAL NOTE: 1.) EMERGENCY GENERATOR WEIGHT 1,300 LBS. THE DEAD WEIGHT
OF THE GENERATOR IS SUFFICIENT TO COUNTER THE LATERAL
WIND FORCE PURSUANT TO THE REQUIREMENT OF THE FLORIDA
BUILDING CODE.
2.) ALL EQUIPMENT SHALL BE ANCHORED TO CONC. SLAB USING 1 -U
J "X 3" TAPCONS.
TYPICAL EQUIPMENT PAD DETAIL FOR 2 WD. FENCE SECTION
5 EMERGENCY GENERATOR AND POOL EQUIPM A -1 –
SCALE: 1/2 "- 1'--0"
A -1 SCALE: 1 /2 " =1' –Off
i 0 T.V. SATELLITE DISH
.--P. "�I�HlYARQIL GRAD
,yl `)� POOL MOTOR tc FILTER
C4 ` LP. GAS POOL
3' -0 3.47 3>a' -S �.(� ,`�, WATER HEATER
Le , 4' -10 LAWN RINKLER PUMP • • • • • • • • • • • •
` v EMERGENCY
1 1 CETIERATOR I [ —u
L J j B
1 1 22 t Q G' -0' - [- 1 1 - - J 21 ROBE K T T A R A F A
m 21 iB� u pp �i g /� Y
I DPE M K fl U Y 6 b I
Li
1 3 SLOPE Am 3
15' -0�• T cu
SE BA�K - -- _ - - - T __ ___ -.. __._ -- - - - -- - -- - - - - - - - ...._ - -- ----- - -•- -- _...._ _ �r
1 \
3.75 12 3.75 - , _ \
1/2' 3'- 1/2' 12 30 -6 /
I SEMCK
i 1 I 13.64 13.64 /
\/
_ - - - - -- - - -W_ - --1 - - - -- �- -- - - -- --- - - - -
` 3
1 � I w L L J J I — — — — _ _ — — — — — — (TANK SETBACK ) ! 17t
10 '
i7( SLOPE SLOPS I
!Dij � � I I SLOPE � E { /
-0 13.1. I 3 .76 w IL
I `In
(I i , _ RADIUS
-j - TYPICA AWNING
- - - - - _ _ _ -_ - _ - -- - -_ ._... _ _ -- 1i I — I -- - . - - - _ -
3
I ____- - - - -- ti.- -- — — — _ -- . I ----------- /
1
I
5r2- I I /
' SLOPE I L 3.07 /I /
c�Yi o I #' -Il III SLOPE
r 0 o i SETBA I - -- - I w® I I-' •� ja " -, 7
1I-
o` III - - - - - -�- - I I
i I I I o 12 ROPOSED I I \� SIB PE
5 SLOPE TOP OF 1 ST FLR. SLAB
7 N.G. V.D. = ELEV. 14.55 = -0 SLOPE
I {�
III II 5b IL i r
III SLOPE
9z
J III ►� I I I /
III i l I N o I I /
I I I
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5 12
� —
_. SLOPE _ SLOPE I I IC
z I 1 I - ----- - - - - -- - - - - - - -� Iv'
1 ' I If II / r
2 }. SLOPE - - - - - - - + -
- - - _
`-- 711
L eu
13.1• '` PR OSED
OF 2m0-VRrTETXT-
cu S C
1 ` 1 3 .13.93' (HIGH SIDE) LJ ; m 3
..............
m
w r,
I
........... .
'� F( 7 d
SLOPE
Z............ -
1
O
X16' -0' 3' -0' 2' -G 3' -0 3', -0 m
1
la M
- - - - --- - - - -- ~ 13.1• '\
•� f�
PROPOSED 'FN I AY i3' -0 1/4" ANN •u �
1 L W DE)
(155.91' I
TO EXIST. SANITARY MANHOLE
15' GRASS
o PARKWAY �.
N
i w
/
/
2a
�Ix S W 56th TERRA
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 AL ii•�•�
4 V V
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••VG
•M /E /P •
No SITE PLAN
- – – – – – – – -- – – – – – – -- _ – SCALE: 1/8"= 1' -01f
T.O.S. ELEV. 0'--0" = 14.55'
CONTINUOUS FIM1
TRENCH DRAIN
2?
4" 6lp I,, KEY STONE 641
PAUERS
SLOPE
- - - TOP OF SLAB
ELEVATION = +/- 13.64' 2
4 "x4" P.T. WOOD I I C]
POSTS 0 6' -0" O.C. I �
L. - ..__ -J
2
I COMPACT FILL
III -
I
3 CONC. BASE @ EA. 4 TRENCH DRAIN DETAIL
A -1 WD. FENCE POST A -1 SCALE: 3/4 " =1' -0"
SCALE: 3/ 1' -0"
TOP OF SLAB
ELEVATION = +/- 13.97'
SW 56th STREET
2005.001
5/20/5
V V
11
• G •
-22 -06 ADDED EMERGENCY GENERATC-
TOP OF CURB WALL
62
61
12
CANOPY AWNINGS
CONC. CURB
GRAVEL BED
a" ELEVATION = +/- 13.
.--
PAD D� TAIL"
13
EXISTING 6' HIGH C.B.S. WALL
•
• V V V
u
• • •
V w
4
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14
3" – 4" DIA. WHITE EGG ROCK
COMPACT FILL
.- III -)
—
I I --
..• -i
I I I— III = "f
•VUV••
•wv•
15
3'--3 1/2" X 2' -6" CONCRETE SLAB W/ PAVERS
Q
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A
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V
16
EXISTING ELECTRICAL TRANSFORMER
GGyU
1 CURB
DETAIL
v u
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00:0, •
•f•s•
u U
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ff
y G V
17 EXISITNG WATER METER BOX FOR NEW 1 WATER SERVICE A-1 SCALE: 11/2"=V-0"
1a NEW UNDERGROUND 500 GAL STEEL L.P. GAS TANK POLICOATED
32
19 SEE SHEET P1 FOR CONTINUATION 4 "x4" P.T. WOOD PO -
ff ® 6, -0" O.C.
20 EXIST. 8 PVC SANITARY MAIN
2 "x4" HORIZONTAL F
21 GRAVEL BED WOOD
22 POOL DECK W/ BRICK PAVERS. POOL TO BE CENTERED ON POOL DECK
1 "x6" VERTICAL P.T.
23 16" SQUARE CMU PILLAR (TYP.) 2 WOOD
2"x4" HORIZONTAL
" ,. WOOD
NEW CONCRETE SLAB (2,500 PSI MIN.) W./
10 -10 6 "X6" W.W.M ON WELL COMPACTED FILL
(SEE SPECIFIC DIMENSION ON SHEET A -1) TOP OF SLAB
ELEVATION = + - 13.97
- — — 2 "x4" HORIZONTAL
�) I ICI I —III —III III —) WELL COMPACTED FILL P.T. WOOD
I I =1 11-
STRUCTURAL NOTE: 1.) EMERGENCY GENERATOR WEIGHT 1,300 LBS. THE DEAD WEIGHT
OF THE GENERATOR IS SUFFICIENT TO COUNTER THE LATERAL
WIND FORCE PURSUANT TO THE REQUIREMENT OF THE FLORIDA
BUILDING CODE.
2.) ALL EQUIPMENT SHALL BE ANCHORED TO CONC. SLAB USING 1 -U
J "X 3" TAPCONS.
TYPICAL EQUIPMENT PAD DETAIL FOR 2 WD. FENCE SECTION
5 EMERGENCY GENERATOR AND POOL EQUIPM A -1 –
SCALE: 1/2 "- 1'--0"
A -1 SCALE: 1 /2 " =1' –Off
i 0 T.V. SATELLITE DISH
.--P. "�I�HlYARQIL GRAD
,yl `)� POOL MOTOR tc FILTER
C4 ` LP. GAS POOL
3' -0 3.47 3>a' -S �.(� ,`�, WATER HEATER
Le , 4' -10 LAWN RINKLER PUMP • • • • • • • • • • • •
` v EMERGENCY
1 1 CETIERATOR I [ —u
L J j B
1 1 22 t Q G' -0' - [- 1 1 - - J 21 ROBE K T T A R A F A
m 21 iB� u pp �i g /� Y
I DPE M K fl U Y 6 b I
Li
1 3 SLOPE Am 3
15' -0�• T cu
SE BA�K - -- _ - - - T __ ___ -.. __._ -- - - - -- - -- - - - - - - - ...._ - -- ----- - -•- -- _...._ _ �r
1 \
3.75 12 3.75 - , _ \
1/2' 3'- 1/2' 12 30 -6 /
I SEMCK
i 1 I 13.64 13.64 /
\/
_ - - - - -- - - -W_ - --1 - - - -- �- -- - - -- --- - - - -
` 3
1 � I w L L J J I — — — — _ _ — — — — — — (TANK SETBACK ) ! 17t
10 '
i7( SLOPE SLOPS I
!Dij � � I I SLOPE � E { /
-0 13.1. I 3 .76 w IL
I `In
(I i , _ RADIUS
-j - TYPICA AWNING
- - - - - _ _ _ -_ - _ - -- - -_ ._... _ _ -- 1i I — I -- - . - - - _ -
3
I ____- - - - -- ti.- -- — — — _ -- . I ----------- /
1
I
5r2- I I /
' SLOPE I L 3.07 /I /
c�Yi o I #' -Il III SLOPE
r 0 o i SETBA I - -- - I w® I I-' •� ja " -, 7
1I-
o` III - - - - - -�- - I I
i I I I o 12 ROPOSED I I \� SIB PE
5 SLOPE TOP OF 1 ST FLR. SLAB
7 N.G. V.D. = ELEV. 14.55 = -0 SLOPE
I {�
III II 5b IL i r
III SLOPE
9z
J III ►� I I I /
III i l I N o I I /
I I I
I I - -- --I li Lai
• I I I 911- 5f
5 12
� —
_. SLOPE _ SLOPE I I IC
z I 1 I - ----- - - - - -- - - - - - - -� Iv'
1 ' I If II / r
2 }. SLOPE - - - - - - - + -
- - - _
`-- 711
L eu
13.1• '` PR OSED
OF 2m0-VRrTETXT-
cu S C
1 ` 1 3 .13.93' (HIGH SIDE) LJ ; m 3
..............
m
w r,
I
........... .
'� F( 7 d
SLOPE
Z............ -
1
O
X16' -0' 3' -0' 2' -G 3' -0 3', -0 m
1
la M
- - - - --- - - - -- ~ 13.1• '\
•� f�
PROPOSED 'FN I AY i3' -0 1/4" ANN •u �
1 L W DE)
(155.91' I
TO EXIST. SANITARY MANHOLE
15' GRASS
o PARKWAY �.
N
i w
/
/
2a
�Ix S W 56th TERRA
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 AL ii•�•�
4 V V
•V r
i •
•L A N D S C A P E •
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• v •r
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•
r •
••VG
•M /E /P •
No SITE PLAN
- – – – – – – – -- – – – – – – -- _ – SCALE: 1/8"= 1' -01f
T.O.S. ELEV. 0'--0" = 14.55'
CONTINUOUS FIM1
TRENCH DRAIN
2?
4" 6lp I,, KEY STONE 641
PAUERS
SLOPE
- - - TOP OF SLAB
ELEVATION = +/- 13.64' 2
4 "x4" P.T. WOOD I I C]
POSTS 0 6' -0" O.C. I �
L. - ..__ -J
2
I COMPACT FILL
III -
I
3 CONC. BASE @ EA. 4 TRENCH DRAIN DETAIL
A -1 WD. FENCE POST A -1 SCALE: 3/4 " =1' -0"
SCALE: 3/ 1' -0"
TOP OF SLAB
ELEVATION = +/- 13.97'
SW 56th STREET
3
H
LOCATION MAP
NOT TO SCALE
SW 56th TERRACE
1
PROPOSED SINGLE
FAMILY RESIDENCE
5821 S.W. 56 TERRACE
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
JOB NUMBER:
DATE•
2005.001
5/20/5
V V
REVISIONS /SUBMISSIONS:
• G •
-22 -06 ADDED EMERGENCY GENERATC-
63
62
61
60
58
V V V
6 -7 -06 HOUSE KEEPING
PAD D� TAIL"
Q
\
3
H
LOCATION MAP
NOT TO SCALE
SW 56th TERRACE
1
PROPOSED SINGLE
FAMILY RESIDENCE
5821 S.W. 56 TERRACE
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
JOB NUMBER:
DATE•
2005.001
5/20/5
V V
REVISIONS /SUBMISSIONS:
• G •
-22 -06 ADDED EMERGENCY GENERATC-
Q L.P __GAS _TANK _PQQI.- E4lllIFNT_
LL�
SPRINKLER PUMP,AND WOOD
FENCE
•• •
V V V
6 -7 -06 HOUSE KEEPING
PAD D� TAIL"
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