13-510-002� q
0
94/
—METAL FURRING 2X TRUSS
GHArAlELB 1/2' PLYWOOD B M OTTO CHORD
TYP CEILING
INSULATION
\
`5/8' TYPE 'X' (1 -HOUR DECOR TRIM
MOLDRJG
FIRE RATED)DRYWALL W.
- 5/8' TYPE 'X' WOOD THREAD DRYWALL
DRYWALL � I' LONG
HOLD DOWN LATCHES
_ IX4 W/ 8d COMMON NAILS 2 1/2'
FROM ENDS AND 6' C/C
ATTiC ACCF-SS DETAIL
N.T.S.
VVII
WATER
+ METER
'9
OC� bll�
O
O
0
O
O
O
O
O
Y
6'- ' HiGH —
ALU . FENCE
I
14' -1'
SWIMMING POOL
f POOL DECK
c., 5Y OTHERS
' NOT A PART
`^ OF THiS PLAN.
51TE FLAN
39' -1"
1112 'U.G.
WATER
SERVICE
HiGH
ALUM. FENCE
RECESS
2'X6' P.T. WD. JAMSGESB
ANCHORED TO CONC, W/
BOLTS P 9' 6'
F •
ROI1 TOP : 50T TOM
MAX
OVERHEAD GARAGE DOOR
IX3 WD TRIM
2 COAT STUCCO
GARAGE DOOR DETAIL
NT..
2' FINE GRAIN SAND
2 3/8' THICK CONC. PAVER
_ a
4
FIN. GRADE.
MORTAR AT
PERIMETER
8'x8' CONC.
CURS. W/ 105
CONT.
L6' THICK CR1sHED LIMEROCK
SASE COMPACTED TO 135%
DENSITY (MiN.)
959 DENSITY COMPACTED SUS -BASE
BRICK PAVER DETAIL
N.r.s.
S. W. 58th A VENUE
PARKWA Y
143.88' N 00 030'00" E
(0'- 0'x6' -0' HIGH—-,
ALUM. GATE W/
SELF CLOSER AND
LATCHING MECHANISM.
9
V0•
o� +
$551
01'
Q PROGRESS
SCALE
Q
DRAWING Y.T.
DESCRIPTION
o
�
PROVIDED
A06-12-13
SET BACKS
�V
J
J
�`-
FRONT (lot FL.)
= 25' -0'
= 25' -0'
V
FRONT (2nd FL.)
ZW0�
=
SIDE
F-
= 10' -0'
= 10' -0'
__ _ ___
- - - - - --
SIDE STREET
___
15' -0'
= 16' -0'
co
SIDE(2nd FL.)
co
)
= 15' -0'
= 15' -4'
REAR (let FL.)
�
= 25' -0'
II II
II
�--I
=
II
= 12' -6'
SWIMMING POOL (SIDE STREET)
'
I
BLDG. HT.
= 2 STY- 25' -0'
II
A/G 1ST FL.
II
= 2,009 SF.
iPORCH+TERR
II
GARAGE
II
= 416 S.F.
A/C 2ND FL.
= 1,812 5F.
LOT COVERAGE
30% (MAX.)
= 3,412B SF.
= 3,115 SF.
2aC35%
F A.R
45% (MAX)
= 5,1192 Sr-.
= 4,981 S.F.
43.89'.
GREEN AREA
60% (MIN-)
■ 6825.6 S.F.
■ 6,922 S.F.
603%
IMPERVIOUS COV.
409'. (MAX.)
= 4550.4 SF.
= 4,514 SF.
II
H
- - --
L_ _j
= 1066 Sr-.
FRONT GLEN AREA
509'. OF 1866
SF.) = 933 Sr-.
= 450 SF.
LOT COVERAGE
= 3,115 SF.
F1
POOL/POOL DECK
= 829 SF.
II
= 510 S.F.
IMPERVIOUS AREA
FALSE
= 4,514 SF.
I I
I I
3' -6' PAVERS
n CHIMNEY
_I
A
WALKWAY
II
LUJ
II
II
II
H
II
9' -6'
41
i i
u
H
j.
H–
KG.V D.
I I
I
I I
II
–
O
1(o' -0'
II
I
H
II
11
II
II
P
II
II
II
II
II
II
II
u
II
II
II
II
II
II
II
II
�
II
II
II
II
H
II
II
II
I I
- - --
1
------
- - = - -r =___–
H
I
h
NEW TWO STS'.
N
I
CBS. RES. 5188
H
l l
II
10' -S'
II
II
BALCONY
Nava
I I
I I
II
II
H
II
1 j
10' -0'
I-1
N.G.V.D.
1 I
I
1
r__E
---------- - - - - -7 i –i
1 1
II
GENERATOR
I
I
POOL CU 02
OU
*1
- - -- --
L
- - - T - - -
-
Z EQUIPMENT
- - - - - --
U C�. ELECT. -
- - - - - - - - - - - -_
- - -
- - - - --
-
---- - - - - --
J
ELECTRIC
-- -----------
SERV.
- - - - --
- -
-
- - - --
0
— — — — — — — -
METER AND DISC.
ARCHITECT'S NOTE
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. THE
STRUCTURAL DESIGN COMPLIES WITH THE APPLICABLE
SECTIONS OF THE FLORIDA BUILDING CODE AND ALL
DADE COUNTY APPLICABLE CODES.
MEANS AND METHODS OF CONSTRUCTION AND SAFETY
PRECAUTION ARE THE RESPONSIBILITIES OF THE CONTRACTOR
THE CONTRACTOR IS TO BE RESPONSIBLE FOR HIS OR HERS
EMPLOYEE'S NEGLIGENT ACTS, ERRORS, OR OMISSIONS.
6' -0' HIGH
ALUM. FENCE
4' -0' x 6' -0' HIGH C�o
�LAU>�. PEDESTRIAN
4'0 SAN. LINE 9 ia'/FT
TO CITY SEWER p
(CONTRACTOR SHALL O
VERIFY EXIST. CONNECTION
ON SITE)
I I 6'-0' HIGH ALUM.
ELECT. SLIDING
N.G.VD. I I dJ GATE
I I
I I
F`A VEI ZS
I I ON S NO
L —J
i
25' -0' -
143.88' N 000"30'00" E 3'- 0'x6' -0' HIGH u.G. 500 GLS
ALUM. GATE W/ GAS TANK
SELF CLOSER AND PROVIDE SHOP
LATCHING MECHANISM. DRAWINGS FOR INSTALATION
PREFAB. CONC. SLAB
THERE ARE NOT PERTINENT FEATURES
ON ADJACENT PROPERTIES AND ACROSS
THE STREET THAT MAY AFFECT THE
SY5TEM INSTALLATION.
NOTE:
RETAIN ALL RAIN WATER
WITHiN PROPERTY LINES
25' -0"
96&,
9.dd
�+ sq3,
61
C/�'
GENERAL NOTES: - --- - - -
1.- All wood in contact with masonry or concrete shall b;� p:sura
treated. - -
2.- Truss manufacturer shall submit shop drawings, or design and
layout (sealed by Registered Engineer) to Engine _/
for approval prior to fabrication - -^
3.- Hvac Subcontractor shall submit shop drawings, or- d- s5een3�d
layout (sealed by Registered Engineer) to Architect / Engineer
for approval prior to fabrication
4.- All work to be in full strict accordance and compliance with
all codes and agencies having jurisdiction.
5- Written dimensions shall take precedence over scaled dimensions.
6.- Contractor shall thoroughly familiarize with drawings and
scope of work prior to commencing work All dimensions shall be
Field verified and the Architect shall be notified prior to
commencing any work of any discrepancies between prepared
drawings and field condition.
1.- All wood bearing partitions to be one inour fire rated construction.
S.- Contractor shall stake out in the field all underground utilities
known or encounter before to beginning excavation.
9.- Contractor shall coordinate all- trades before placing concrete.
10.- All finished materials shall be class 'C" min. Flame spread.
11.- Partitions to run from floor to underside of slabs, joists or
trusses and to consist of wood studs at 16' o.c. with 1/2"
gypsum wallboard both sides U.ON.
12.- Complete all bath wall,wallboard behind sinks, lavatories, bathtub,
showers, water closets and bidets to be water resistance type.
13.- Contractor shall coordinate thickness of partitions to
accommodate mechanical work
14.- Lumber used For studs in interior nonbearing partitions shall be
OF a stress grade not less than 228 P.S.I. nominal extreme fiber
stress in bending.
15.- Contractor shall provide continuos caulk and sealant around all
exterior openings to prevent water penetration and air leakage
in accordance with F.B.C.
16.- General Contractor shall verify with "Flood Control Department'
in Dade County before starting construction.
M.- IF any discrepancies are found, stop working immediately and
notify owner or Architect.
ZONING NOTES:
Q PROGRESS
SCALE
Q
DRAWING Y.T.
DESCRIPTION
o
�
PROVIDED
A06-12-13
SET BACKS
�V
4'0 SAN. LINE 9 ia'/FT
TO CITY SEWER p
(CONTRACTOR SHALL O
VERIFY EXIST. CONNECTION
ON SITE)
I I 6'-0' HIGH ALUM.
ELECT. SLIDING
N.G.VD. I I dJ GATE
I I
I I
F`A VEI ZS
I I ON S NO
L —J
i
25' -0' -
143.88' N 000"30'00" E 3'- 0'x6' -0' HIGH u.G. 500 GLS
ALUM. GATE W/ GAS TANK
SELF CLOSER AND PROVIDE SHOP
LATCHING MECHANISM. DRAWINGS FOR INSTALATION
PREFAB. CONC. SLAB
THERE ARE NOT PERTINENT FEATURES
ON ADJACENT PROPERTIES AND ACROSS
THE STREET THAT MAY AFFECT THE
SY5TEM INSTALLATION.
NOTE:
RETAIN ALL RAIN WATER
WITHiN PROPERTY LINES
25' -0"
96&,
9.dd
�+ sq3,
61
C/�'
GENERAL NOTES: - --- - - -
1.- All wood in contact with masonry or concrete shall b;� p:sura
treated. - -
2.- Truss manufacturer shall submit shop drawings, or design and
layout (sealed by Registered Engineer) to Engine _/
for approval prior to fabrication - -^
3.- Hvac Subcontractor shall submit shop drawings, or- d- s5een3�d
layout (sealed by Registered Engineer) to Architect / Engineer
for approval prior to fabrication
4.- All work to be in full strict accordance and compliance with
all codes and agencies having jurisdiction.
5- Written dimensions shall take precedence over scaled dimensions.
6.- Contractor shall thoroughly familiarize with drawings and
scope of work prior to commencing work All dimensions shall be
Field verified and the Architect shall be notified prior to
commencing any work of any discrepancies between prepared
drawings and field condition.
1.- All wood bearing partitions to be one inour fire rated construction.
S.- Contractor shall stake out in the field all underground utilities
known or encounter before to beginning excavation.
9.- Contractor shall coordinate all- trades before placing concrete.
10.- All finished materials shall be class 'C" min. Flame spread.
11.- Partitions to run from floor to underside of slabs, joists or
trusses and to consist of wood studs at 16' o.c. with 1/2"
gypsum wallboard both sides U.ON.
12.- Complete all bath wall,wallboard behind sinks, lavatories, bathtub,
showers, water closets and bidets to be water resistance type.
13.- Contractor shall coordinate thickness of partitions to
accommodate mechanical work
14.- Lumber used For studs in interior nonbearing partitions shall be
OF a stress grade not less than 228 P.S.I. nominal extreme fiber
stress in bending.
15.- Contractor shall provide continuos caulk and sealant around all
exterior openings to prevent water penetration and air leakage
in accordance with F.B.C.
16.- General Contractor shall verify with "Flood Control Department'
in Dade County before starting construction.
M.- IF any discrepancies are found, stop working immediately and
notify owner or Architect.
ZONING NOTES:
Q PROGRESS
SCALE
= PERMIT
DRAWING Y.T.
DESCRIPTION
REQUIRED
PROVIDED
A06-12-13
SET BACKS
�V
J
J
�`-
FRONT (lot FL.)
= 25' -0'
= 25' -0'
V
FRONT (2nd FL.)
ZW0�
=
SIDE
F-
= 10' -0'
= 10' -0'
Uj
SIDE STREET
15' -0'
= 16' -0'
co
SIDE(2nd FL.)
co
)
= 15' -0'
= 15' -4'
REAR (let FL.)
= 25' -0'
=
REAR (2nd FL.)
=
SWIMMING POOL (REAR)
= 12' -6'
SWIMMING POOL (SIDE STREET)
= 15' -0'
BLDG. HT.
= 2 STY- 25' -0'
= 24' -11'
A/G 1ST FL.
= 2,009 SF.
iPORCH+TERR
= 690 5F.
GARAGE
= 416 S.F.
A/C 2ND FL.
= 1,812 5F.
LOT COVERAGE
30% (MAX.)
= 3,412B SF.
= 3,115 SF.
2aC35%
F A.R
45% (MAX)
= 5,1192 Sr-.
= 4,981 S.F.
43.89'.
GREEN AREA
60% (MIN-)
■ 6825.6 S.F.
■ 6,922 S.F.
603%
IMPERVIOUS COV.
409'. (MAX.)
= 4550.4 SF.
= 4,514 SF.
39.19'0
FRONT YARD AREA
= 1066 Sr-.
FRONT GLEN AREA
509'. OF 1866
SF.) = 933 Sr-.
= 450 SF.
LOT COVERAGE
= 3,115 SF.
POOL/POOL DECK
= 829 SF.
DRIVEWAY +DECKS
= 510 S.F.
IMPERVIOUS AREA
= 4,514 SF.
LEGAL DESCRIPTiON:
THE WEST 80 FT OF LOT 4, BLOCK 4 OF 'FAIRGLADE PARK" SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No. 45,
AT PAGE 80 TO THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
ZONING LEGEND
SINGLE FAMILY
ZONING: Rs -3
Height - 25' -0' (TO AVERAGE OF ROOF)
Net Land Area - 11,316 S.F.
Lot Coverage (everything under roof) - 3,115 S.F.
SETBACKS: REQ. PROVIDED
FRONT 25' -0' = 25' -0"
SIDE 10' -0' MIN. = 10' -0'
15' -0' TO 2nd FL. = 15' -4' TO 2nd FL.
SIDE STREET 15' -0' MIN. = 16' -0'
REAR
Area adjacent to lake or canal to be graded so as to event direct
overland discharge of storm water into lake or canal.
Lot will be graded so as to prevent direct overland dischar a or storm
water into adjacent property Applicant will provide certiftcaftlon prior
to Final inspection.
ANY APPLICABLE RE50LUTION5:
NOTICE:
In addition to the requirements of this permit, there may be additional
restriction applicable to this property that may be found in the public
records of this County. Section 553.19(10) Florida Statutes, Effective
1/10/81
A separate permit will be required for all driveway approaches into
public right of way. Contact Publics Work Deparment.
The heiq ht of fences, wall and edges shall no exceed 2B' in height whiten
10' of tFie edge of any driveway leading to a right of way
The height of fences, is being measured Form grade, Grade = Elevation
of public sidewalk or crown of road.
-
BUILDING DEPT.
STRUCTURAL CTtON
p ja
HISTORY OF DRAWING ISSUED
DESCRIPTION DATE OF ISSUED
Q PROGRESS
SCALE
= PERMIT
DRAWING Y.T.
CONSTRUCTION
REVISION BY
SHEETS
A06-12-13
�V
J
J
�`-
LL J
W �¢
V
2
ZW0�
CL
F-
�O
F-
Uj
~'
co
W�
co
)
Z
M LO
v Cj O
Z Ch O
Z L U
Z g
Q Q
^ � N
CD
CID
00
r M LO
W W
O
V
W CO
L
CID
Z Lo
V o
CD w
Q I` I-
Z
0
_B J5A k
' LU
- U.,
Q
— .
rl-
DATE
09 -19 -11
SCALE
AS NOTED
DRAWING Y.T.
JOB
SHEET
OF
SHEETS