12-1162-002m %
i
W
0
O
0
O
O
O
O
O
00
RECESS
OVERHEAD GARAGE DOOR
—7j IX3 WD TRIM
2 COAT STUCCO
GARAG3E DOOR DETAIL
WAR
2' FINE GRAIN SAND
2'X6' P.T. WD. JAMB
METAL FURRING Zx TRUSS
W/
CHANNELS 1/2' PLYWOOD BOTTOM CHORD
BOLTS * 9'OOGONG
TYP CEILING
FROM TOP a BOTTOM
INSULATION
MAX
5/8' TYPE 'X' (I -HOUR DECOR TRIM
MOLDING
q
FIRE RATED )DRYWALL
----------- - - - - --
WOOD THREAD DRYWALL
— 5/8' TYPE 'X' SCREWS 1 LONG
O
DRYWALL
-1 CONT.
HOLD DOWN LATCHES
6' THICK CRUSHED LIMEROCK
1x4 W/ 8d COMMON NAILS 2 1/2'
94/
FROM ENDS AND 6' C/C
-- - - - - --
ATTIC ACCESS DETAIL
METER AND DISC.
N.T.S.
BRICK PAVER
m %
i
W
0
O
0
O
O
O
O
O
00
RECESS
OVERHEAD GARAGE DOOR
—7j IX3 WD TRIM
2 COAT STUCCO
GARAG3E DOOR DETAIL
WAR
2' FINE GRAIN SAND
CU 'I - - -� - --
-- _– = –= - -r LJ
FIN. GRADE.
2 3/8' THICK GONG. PAVER
REQUIRED
•
W
w_
III d PERIMETER
�
q
8'x8' CONC.
----------- - - - - --
-- --------- - - - - -J
CURB. W/ 105
O
III - III - III - III - III - III -III
-1 CONT.
SERV.
6' THICK CRUSHED LIMEROCK
0
94/
m %
i
W
0
O
0
O
O
O
O
O
00
RECESS
OVERHEAD GARAGE DOOR
—7j IX3 WD TRIM
2 COAT STUCCO
GARAG3E DOOR DETAIL
WAR
2' FINE GRAIN SAND
CU 'I - - -� - --
-- _– = –= - -r LJ
FIN. GRADE.
2 3/8' THICK GONG. PAVER
REQUIRED
•
MORTAR AT
w_
III d PERIMETER
I
C�� 2E,1-011
8'x8' CONC.
----------- - - - - --
-- --------- - - - - -J
CURB. W/ 105
'n
III - III - III - III - III - III -III
-1 CONT.
SERV.
6' THICK CRUSHED LIMEROCK
0
BASE COMPACTED TO 959:
� - -- ------- - - - - -- - - - - -- — -- - - - - --
-- - - - - --
DENSITY (MIN.)
METER AND DISC.
959 DENSITY COMPACTED SUB -BASE
BRICK PAVER
DETAiL
- _ -
N.T.S.
S. W. 58 th AVENUE
9
se
,
PARKWA Y
WATER
METER
143.88' N 00030'00" E
4'- ' HiGH
WO D FENCE
3` I 3'- 0'x4' -0' HiGH
WOOD GATE W/
�9 SELF CLOSER AND
r LATCHING MECHANISM.
14'--l'
SWIMMING POOL
d POOL DECK
cv BY OTHERS
NOT A PART
OF THIS PLAN.
4
i"',
9
tea.
'9
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.
__ ______ _ ___ ___ I I
II---------- �� –_ - -- I - -Z– –J II II
II II II II
j-j - - -- L J T S I I N
N FALSE ii ii W
I I CHIMNEY
II F1 I II ko
II II II
9 -6 W H 11 O�
-�
' N.G, -D. I I – I I ❑ 2'x2' d 2'x4' o
I I I I SKY LTS. _ O GONG, STEP
16 ' - " I H ABOVE I I I I STONES ON SAND '
II STAIRS 11 II
N II H II uo=�
II II II II
II
I I I I 1 1 I I 4'0 SAN. LINE a i$'/FT
I I j-j h I I 0 ❑ TO CITY SEWER 1.0
(CONTRACTOR SHALL
I I I I I I I VERIFY EXIST. CONNECTION (ZS
---- - - - -Z= r =_ -- ON SiTE)
H I h
1 I NEW TWO STY. H
I
j CBS. RES. " 5-135 H I
BALCONY
j N.G.V.D. I I I
1' I I I I
PAVTN D
S
0' -0 h 1 1 4 _g ON S
6
-- C - - - -- – – T� - -� -- ---------- - - - - -- II I I
I I I 1 1 L --j
II
' I 112'U.G. POOL CU 02
CU 'I - - -� - --
-- _– = –= - -r LJ
– =-- 1------- - - - - -- 1 °��
I WATER EQUIPMENT
REQUIRED
PROVIDED
SHEEr
SERVICE
I
C�� 2E,1-011
- - - - -- -------- - - - - -- ------------------------------ - - - - -- ------------- - - - - --
----------- - - - - --
-- --------- - - - - -J
U.G. ELECT.
'n
= 46' -8'
ELECTRIC
SERV.
= 10' -0'
0
� - -- ------- - - - - -- - - - - -- — -- - - - - --
-- - - - - --
� -- - - - - -�
METER AND DISC.
SIDE(2nd FL.)
= 15' -0'
=
- _ -
L3'-O'x4'-O'HIGP
143.88 N
00 030'00 " E
4 -0 HIGH
U.G. 5mm GLS
CH. L. FENCE CH. L. GATE W/
=
GAS TANK
N
5ITE F II/8 "= I' -Ou
SELF CLOSER AND PROVIDE SHOP
THERE ARE NOT PERTINENT FEATURES
ON ADJACENT PROPERTIES AND ACROSS
THE STREET THAT MAY AFFECT THE
SYSTEM INSTALLATION.
NOTE:
RETAIN ALL RAIN WATER
WITHIN PROPERTY LINES
25' -0"
9�
19
S�
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.
GENERAL NOTES:
1.- All wood in contact with masonry or concrete shall be pressure
trea ted.
2.- Truss manufacturer shall submit shop drawings, or design and
layout (sealed by Registered Engineer) to Engineer / Architect
for approval prior to fabrication
3.- Hvac Subcontractor shall submit shop drawings, or design and
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 hour Fire rated construction.
S.- Contractor shall stake out in the field all underground utilities
known or encounter before to beginning excavation.
g.- 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.O.N.
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.G.
loo.- General Contractor shall verify with "Flood Control Department'
In Dade County before starting Construction.
1 -I.- If any discrepancies are found, stop working immediately and
notify owner or Architect.
ZONING NOTES:
19-11
NOTED
DESCRIPTION
REQUIRED
PROVIDED
SHEEr
SET BACKS
FRONT (let FL.)
= 25' -0'
= 25' -0'
FRONT (2nd FL.)
= 46' -8'
SIDE
= 10' -0'
= 10' -0'
SIDE STREET
= 15' -0'
=
SIDE(2nd FL.)
= 15' -0'
=
REAR (1st FL.)
= 25' -0'
=
REAR (2nd FL.)
=
SWIMMING; POOL (REAR)
=
SWIMMING POOL (SIDE STREET)
= 15' -0'
= 11' -0'
BLDG. WT.
= 2 STY- 25' -0'
= 24' -11'
A/C IST FL.
= 2,009 S.F.
PORCH +TERR
= 690 SF.
GARAGE
= 416 S.F.
A/C 2ND FL.
= 1,812 SF.
LOT COVERAGE 30% (MAX.)
= 3,412.8 S.F.
= 3,1'15 S.F.
29.98510
F.A.R. 459. (MAX)
= 5,1192 S.F.
= 4,981 S.F.
43.8510
GREEN AREA 6051. (MIN.)
= 6825.6 S.F.
= 6,922 S.F.
603510
IMPERVIOUS GOY. 40°x10 (MAX.)
= 4550.4 S.F.
= 4,514 S.F.
39.1%
FRONT YARD AREA
= 1866 S.F.
FRONT GREEN AREA 50% OF 1,86(o
SF.) = 933 SF.
= 450 S.F.
LOT COVERAGE
= 3,115 SF.
POOL/POOL DECK
= 829 S.F.
DRIVEWAY +DECKS
= 510 SF.
IMPERVIOUS AREA
= 4,514 SF.
ZONING LEGEND
SINGLE FAMILY
ZONiNG: RS -3
Height - 25' -0' (TO AVERAGE OF ROOF)
Net Land Area - 11,316 SF.
Lot Coverage (everything under roof) - 3,115 SF.
SETBACKS: REQ, PROVIDED
FRONT 25' -0' = 25' -0'
SIDE 10' -O' MIN. = 10' -0'
15' -0' TO 2nd FL. = 15' -4' TO 2nd FL.
SIDE STREET 15' -0' MIN. = 16' -0'
REAR 25' -0' = 39' -1'
Area adjacent to lake or canal to be graded so as to prevent 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 certiflca -tion prior
to final inspection.
ANY APPLICABLE RESOLUTIONS:
NOTICE:
In addition to the requirements of this permit, there may be additional
restriction applicable to this proppertyy that may be found In the public
records of this County. Section 553. -M(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 heigqht of fences, wall and edges shall no exceed 2.5' in height whiten
10' of t% edge of any driveway leading to a right of way
The heigqht of fences, is being measured form grade, Grade = Elevation
of pubi .r sidewalk or crown of road.
b- IBinF,Y OF ORAURiO
'iloh GAittr uF
o - - -
p PMU
--- RE1A810 T.1- - -
Wo
JJ
O
U. J
W W W
Q (L H
cn O
WW
W a
O
Go
W� n
Z
CID
1'j r, e-
Z M 8
Z L
Z
:5 N
C ti
N L0
r Cf)
W W v
� LL
U
W co
L0
Z
V � co CS
v
CEO W
Q ti H
Z
a
r0
��LII 3=
�'
I'
a
x
r
3M �
r
f
�R
M"
�I.
19-11
NOTED
Y.T.
r
SHEEr
A-1
SHEETS
I'
a
x
r
3M �
r
f
�R
M"
�I.