05-930(2)-002ALLOWED REQUIRED EXISTING
MAX. BUILDING COVERAGE FIRST FLOOR 9,999.94 X 30% = 2,999.98 SQ. FT. 2 8 . FT.
2ND FLR BUILDING COVERAGE 2 998.65 X 60% = 1,799.19 SQ. FT. 1,777.64 SQ. FT.
MAX. IMPERVIOUS COVERAGE 9,999.94 X 40% = 3,999.98 SQ. FT. 3,857 SQ. FT.
I DING HEIGHT MIDPOINT OF TOP OF RIDGE 25' -0" 24' -9"
SETBACK REQUIREMENTS: ALLOWED REQUIRED EXISTING
SOUTH 56 TERRACE 17' -6" —
WEST INTERIOR SIDE 8' -3 5/8"
»
EAST (INTERIOR SIDE)
8'-3 5/8" 15'— 1
NORTH (REAR) 25'_0" 25'_0"
BUILDING G ARE
A CALCULATIONS
S
DESCRIPTION
GROUND
FLOOR
SECOND FLOOR
TOTAL
GRADE
EXISTING (AVERAGE) GRADE
A/C SPACE
1,980.69
SQ.
FT.
1,495.00 SO. FT.
3,475.69
SQ.
FT.
GARAGE
417.61
SO.
FT.
N/A
417.61
SQ.
FT.
ENTRY
76.68
SO.
FT.
N A
76.68
SQ.
FT.
TERRACE
523.67
SQ.
FT.
N/A'
523.67
SQ.
FT.
TOTAL
2,998.65
SQ.
FT.
1,495.00 SQ. FT.
4,493.65
IMPERVIOUS ALCULAT O
1 DESCRIPTION TOTAL EXISTIN TOTAL PROPOSED
POOL & DECK 845 SQ. FT. 892 SQ. FT.
CONCRETE PADS 155 SQ. FT. 229 SQ. FT.
EXTERIOR TOTAL 1000 SQ. FT. 1121 SQ. FT.
BUILDING TOTAL 2,857 SQ. F . 2,857 SQ. FT.
TOTAL IMPERVIOUS AREA 3,857 SQ. FT. 3,978 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
PROJECT ADDRESS: 5821 S.W.
56 TERRACE
13.55'
PROPOSED
14.55' = 0' -0"
14.13' (AVG.)
13.84' (AVG.)
LEGAL DESCRIPTION:
ZONING SUMMARY:
LOT 59 BLOCK 1 OF "GABLES EDGE," ACCORDING
SINGLE FAMILY DISTRICTS
ZONING
TO THE PLOT THEREOF, AS RECORDED IN PLAT
PROJECT ADDRESS: 5821 S.W.
56 TERRACE
BOOK 94, AT PAGE 54, OF THE PUBLIC
ZONING DISTRICT: RS -3
+
I
I'
RECORDS OF MIAMI —DADE COUNTY, FLORIDA
GROSS AREA OF SITE: 11,984.36
SQ. FT.
ARCHITECTURAL LEGEND
NET AREA OF SITE: 9,999.94
SQ. FT.
0- 6' -0" C.M.U. PRIVAY WALL (SEE SHEET S3.2 FOR DETAILS)
SITE PLAN LEGEND
�2 3' -6" X 6' -0" MTL. GATE
0.0,
I'
� 13.0
F3 volD
— EXISTING TOP OF GRADE
I
J"
ro 0 o '
I ETB,
4] 5' -6" X 2' -10" CONCRETE SLAB W/ PAVERS
0,00' PROPOSED TOP OF GRADE
0 J
0 OUTDOOR SPEAKER
a
I
Q 10' EASEMENT
�^ PROPOSED DIRECTION OF SLOPE
0 BEAM LINE BELOW (TYP.) D
NEW 2" DEEP BED OF GRAVEL AS PERVIOUS
WALKWAY SURFACE.
D8 ROOF LINE BELOW (TYP.)
A/C COMPRESSOR
1D DRIVEWAY W/ GRASS BLOCK
F11] BRICK PAVERS
12 CANOPY AWNINGS
13 EXISTING 6' HIGH C.B.S. WALL CONC. cuRe TOP OF CURB WA
s" LL
14 3" - 4" DIA. WHITE EGG ROCK GRAVEL BED .� —
ELEVATION = +/- 13.7'
15 3' -3 1/2" X 2' -6" CONCRETE SLAB W/ PAVERS _o
16 EXISTING ELECTRICAL TRANSFORMER COMPACT FILL_�� I I I -1 I I-
17 EXISITNG WATER METER BOX FOR NEW 1" WATER SERVICE -1 , - III — 'III —!I
I I —I I
1$ EXISTING UNDERGROUND 1000 GAL STEEL L.P. GAS TANK POLICOATED 1 CURB DETAIL
F1 91 SEE SHEET P1 FOR CONTINUATION A-
20 EXIST. 8" PVC SANITARY MAIN
21 GRAVEL BED
22 EXISTING POOL DECK W/ BRICK PAVERS. POOL TO BE CENTERED ON P00 DECK
23 16" SQUARE CMU PILLAR (TYP.) A-
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
L IL ELEVATION = + - 13.
- III - III — III -I I I III -I-- WELL COMPACTED FILL
' II —III c
STRUCTURAL NOTE: 1.) EMERGENCY GENERATOR WEIGHT 1,300 LBS. THE DEAD WEIGHT
y 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
4 "X 3" TAPCONS.
TYPICAL EQUIPMENT PAD DETAIL FOR
5 EMERGENCY GENERATOR AND POOL EQUIPM
SCALE: 1/2"=1 '_0"A n A n A
SCALE: 1/2"=17-0"
4 "x4" P.T. WOOD PC - --
® 6' -0" O.C.
2 "x4" HORIZONTAL I
WOOD
1 "x6" VERTICAL P.T.
WOOD
2 "x4" HORIZONTAL
WOOD
2 "x4" HORIZONTAL
P.T. WOOD
WD. FENCE SECTION
SCALE: 1/2"= V-0"
A-
0
114' -0 1/2"
-- - - - - -- 1
• -1 .1`
' I•
3
.o -
U7KD .ice
37'-
3�
'I
;•i r
6
k•'
l'
'r.'
5 6 ' . m.' 6 EXISTING ■
a:
:ar
1 ELECTRIC
:•'':
5 AL PANEL
3' 3 t
4! 1 W' 3' -3' EXISTING POOL MOTOR
3 ° .. ' :i G EXISTING POOL HEATER r --
1::
¢' EXISTING POOL FlLTER �
U
A /
■W •• _
2-
�p m EXISTING EMERGENCY ,�' ••{U '•t'' AK ,
' ,¢ I F— GENERATOR _
■ 6 %:l' ch (W _ :; 4On, - i0'•-0'- •. ;f4.. T '
X.
.K' w EXISTING POOL LOCATION I i
' X. X
1 �0•
cv 'r•'
I�
t
I
1 ,
j •�. •/ .
XI$TI�G %f?• .�•CiE.t�K.: �¢�- •.� `, . :�- �,,�`�.: • ••.: / . ••v
1'
-3'
0
F- ----- -- ------ y F -- -------- -- ________ ��•:•
11 a OI ;5 - 13'-6A'
01 5v 5� o ::.
SLOPE SL- OPT; I 7 ;:;:' •'''.•'i.
OPE
3.76 8 w 1 SLOPE SLOPE
a
3' -3" I RADIUS
TYPICA AWNING
----------- - - - - --
----- - - - - -- ----- - - - - -- ------------------
--------------- - - - - -- - --
------------------ 1- - - - - -- ' ' g
______________ ______________y
` 1�2p
— SLOPE
I 5 1 I .
SLOPE `'-
I I I I
-- ----- - - - - -- - - -- a�
J /
12 1
I 12 F�`., S�.dPE /
0 5r— XISTING SINGLE FAMILY HOUSE CATION /
SLOPE
TOP OF 1ST FLR. SLAB
�- i ;
7 N.G. V.D. =ELEV. 14.55 = -0 �, 6 /
SLOPE
I I I I r
I , I • I �
SLOPE /�1:�` ^ - -- ? •
I I ; I ,
W / •
w I I
I N i i t
;I N ;; ! •
- - - -- a -�
co
all-
I I I I • Q
7 I
SLOPE SLOPE
- - - - - -- r
y --- ___ ,
2 S> UP w ;------------ - - - - -- ------- - - - - -- -
— T -
/ + -
I d rl-- ------ - -- - - ----- ---- - - - - -- r�
- -- -- - - - - -- --- - - - - -- --------- - - - - -- - --
_ rn J 4 1$x,0,
St
■ 13.84: ELE :' (NIGii - 31DE�' vi
I 9-3
135' 4 v
g .p E• � : T
19 \.
o' -
I-
/ • ro m r
N
i� y J. - .l• •l• � .4 •
W µ' L W W Ji •L / 9
r_____ _____ ______ ■ - ■ ■ - - i ` ice• t !
y J• W .✓L. J- J J- y � J• y •Y
.�R■ �!! !.��■R ■ice■ *■' ■' M
W
' o _ Art U40 ✓ .
±155.91'
15' GRASS W
W /
TO EXIST. SANITARY MANHOLE PARKWAY - 0
, L W W W W
15 GRASS
o I PARKWAY
n
MAIL BOX N
I
I
20 I 3
SW 56th TERRA ,
I
2'1 .. 6„
4 11 11
4 "x4" P.T. WOOD I O
POSTS 0 6' -0" O.C. I I I
I
L----- - - - - --
CONC. BASE Cam? EA.
WD. FENCE POST
SCALE: 3/
V-0"
CONTINUOUS FI H
TRENCH DRAIN
1
KEY STONE 64 TOP OF SLAB
AVERS ELEVATION = +/- 13.97'
SLOPE
TOP OF SLAB 1
v
ELEVATION = +/- 13.64' 2 n
-III.. III
COMPACT FILL I-
I III_ I
(::j:)TRENCH DRAIN DETAIL
SCALE: 3/4 " =1' -0"
t
a
t
0)
to
U)
20' -6 r pp
� MI
rs':o
MI
0
a
18
NORM SITE PLAN
SCALE: 1/8"= V-0"
T.O.S. ELEV. 0' -0" = 14.55'
SW 56th STREET
I;
I
i�
I■
62
I' W
60
I• U"
I
+
I
I'
I' 1
6
11
i'
I'
� 13.0
I'
I
J"
ro 0 o '
I ETB,
00
,o w
I �_
0
0 J
I'
a
I
I'
I■
3 + _
R ,
1 ,
j •�. •/ .
XI$TI�G %f?• .�•CiE.t�K.: �¢�- •.� `, . :�- �,,�`�.: • ••.: / . ••v
1'
-3'
0
F- ----- -- ------ y F -- -------- -- ________ ��•:•
11 a OI ;5 - 13'-6A'
01 5v 5� o ::.
SLOPE SL- OPT; I 7 ;:;:' •'''.•'i.
OPE
3.76 8 w 1 SLOPE SLOPE
a
3' -3" I RADIUS
TYPICA AWNING
----------- - - - - --
----- - - - - -- ----- - - - - -- ------------------
--------------- - - - - -- - --
------------------ 1- - - - - -- ' ' g
______________ ______________y
` 1�2p
— SLOPE
I 5 1 I .
SLOPE `'-
I I I I
-- ----- - - - - -- - - -- a�
J /
12 1
I 12 F�`., S�.dPE /
0 5r— XISTING SINGLE FAMILY HOUSE CATION /
SLOPE
TOP OF 1ST FLR. SLAB
�- i ;
7 N.G. V.D. =ELEV. 14.55 = -0 �, 6 /
SLOPE
I I I I r
I , I • I �
SLOPE /�1:�` ^ - -- ? •
I I ; I ,
W / •
w I I
I N i i t
;I N ;; ! •
- - - -- a -�
co
all-
I I I I • Q
7 I
SLOPE SLOPE
- - - - - -- r
y --- ___ ,
2 S> UP w ;------------ - - - - -- ------- - - - - -- -
— T -
/ + -
I d rl-- ------ - -- - - ----- ---- - - - - -- r�
- -- -- - - - - -- --- - - - - -- --------- - - - - -- - --
_ rn J 4 1$x,0,
St
■ 13.84: ELE :' (NIGii - 31DE�' vi
I 9-3
135' 4 v
g .p E• � : T
19 \.
o' -
I-
/ • ro m r
N
i� y J. - .l• •l• � .4 •
W µ' L W W Ji •L / 9
r_____ _____ ______ ■ - ■ ■ - - i ` ice• t !
y J• W .✓L. J- J J- y � J• y •Y
.�R■ �!! !.��■R ■ice■ *■' ■' M
W
' o _ Art U40 ✓ .
±155.91'
15' GRASS W
W /
TO EXIST. SANITARY MANHOLE PARKWAY - 0
, L W W W W
15 GRASS
o I PARKWAY
n
MAIL BOX N
I
I
20 I 3
SW 56th TERRA ,
I
2'1 .. 6„
4 11 11
4 "x4" P.T. WOOD I O
POSTS 0 6' -0" O.C. I I I
I
L----- - - - - --
CONC. BASE Cam? EA.
WD. FENCE POST
SCALE: 3/
V-0"
CONTINUOUS FI H
TRENCH DRAIN
1
KEY STONE 64 TOP OF SLAB
AVERS ELEVATION = +/- 13.97'
SLOPE
TOP OF SLAB 1
v
ELEVATION = +/- 13.64' 2 n
-III.. III
COMPACT FILL I-
I III_ I
(::j:)TRENCH DRAIN DETAIL
SCALE: 3/4 " =1' -0"
t
a
t
0)
to
U)
20' -6 r pp
� MI
rs':o
MI
0
a
18
NORM SITE PLAN
SCALE: 1/8"= V-0"
T.O.S. ELEV. 0' -0" = 14.55'
SW 56th STREET
SW 56th TERRACE
CON
o
"1
1 -
O O O O O 0 0 O O O O O 0
{
ROBERT 5 A
R t
rTr
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
Phone: 3
05.87
6.1440
Fax: 305 .876.1441
. 76.1441
(CIVIL
•S T R U C T U R AL
•L A N D S C A P E
•DESIGN CONSULT:
•M /E /P
PROPOSED SINGLE
FAMILY RESIDENCE
5821 S.W. 56 TERRACE
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
JOB DATE: NUMBER: 2005.001
5/26/0.,
REVISIONS /SUBMISSIONS:
Q -22 -06 ADDED EMERGENCY GENERATOR
L.P- GAS TANK POOL EQUIPMENT LAWN
SPRINKLER PUMP.AND WOOD FFNCE
Q6 -7 -06 HOUSE KEEPING PAD DETAIL
WITH PROPOSED ELEVATION
Q12 -06 -06 NEW PERVIOUS WALKWAYS
AND DRIVEWAY EXTENSION
0
A
SEAL: ► I
• f
o'
,o r
AR''� . ' �004�701 {
.i
DRAWING TITLE: =
SITE- - PLAN
s I"
LOCATION MAP: •
NOT TO SCALE
DRAWING N0: �.
j
63
62
61
60
\\\
\� 58
SW 56th TERRACE
CON
o
"1
1 -
O O O O O 0 0 O O O O O 0
{
ROBERT 5 A
R t
rTr
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
Phone: 3
05.87
6.1440
Fax: 305 .876.1441
. 76.1441
(CIVIL
•S T R U C T U R AL
•L A N D S C A P E
•DESIGN CONSULT:
•M /E /P
PROPOSED SINGLE
FAMILY RESIDENCE
5821 S.W. 56 TERRACE
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
JOB DATE: NUMBER: 2005.001
5/26/0.,
REVISIONS /SUBMISSIONS:
Q -22 -06 ADDED EMERGENCY GENERATOR
L.P- GAS TANK POOL EQUIPMENT LAWN
SPRINKLER PUMP.AND WOOD FFNCE
Q6 -7 -06 HOUSE KEEPING PAD DETAIL
WITH PROPOSED ELEVATION
Q12 -06 -06 NEW PERVIOUS WALKWAYS
AND DRIVEWAY EXTENSION
0
A
SEAL: ► I
• f
o'
,o r
AR''� . ' �004�701 {
.i
DRAWING TITLE: =
SITE- - PLAN
s I"
LOCATION MAP: •
NOT TO SCALE
DRAWING N0: �.
j