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METAL FURRING 2X TRUSS
CHANNELS , - -1R' PLYWOOD BOTTOM CHORD
/ —TYP CEILING
/ i INSULATION
\ ' \ - 5/8' TYPE 'X' f I -HOUR MOLDING TRIM
FIRE RATED)DRYWALL
WOOD THREAD DRYWALL
5/8' TYPE 'X' SC1;MW5 1' LONG
DRYWALL
- HOLD DOWN LATCHES
IX4 W/ ad COMMON NAILS 2 1/2'
FROM ENDS AND 6' C/C
ATTIC ACCESS DETAIL
N.T.S.
9�
SITE PLAN
SCALE: '/&"=I'-0'
(01 -m' HiGH
ALUM. FENCE
2'X6' P.T. WD. JAMB
ANCHORED TO CON
)i BOLTS 0 9' OZ, 6
FROM TOP + BOTTOI
MAX
L 6' L .11.
2' FINE GRAIN SAND
2 3/8' THICK CONC. PAVER FIN. GRADE.
s �t_'�OOCJ MORTAR AT
III =� PERIMETER
8'x8' CONC.
=1 I I I I 1 =1 11 =1 11 =1 11 =1 11 =1 I I -I 11= CURB. W/ 105
ID GARAGE DOOR I I -1 I I -1 I I -1 I I -1 I I III -1 11 -1 I I I CONT.
6' THICK CRUSHED LIMEROCK
BASE COMPACTED TO 95%
DENSITY (MIN-)
959 DENSITY COMPACTED .°+UB -BASE
GARAGE DOOR DETAIL
KT1
BRICG FAVER DETAIL
N.T.S.
S. W. 58th
9.58,
A VENUE
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.
ALUM. GATE W/
SELF CLOSER AND
LATCHING MECHANISM.
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GAS TANK
PROVIDE SHOP
DRAWINGS FOR INSTALATION
4 PREFAB. CONC. SLAB
THERE ARE NOT PERTINENT FEATURES
ON ADJACENT PROPERTIES AND ACROSS
THE STREET THAT MAY AFFECT THE
SYSTEM INSTALLATION.
NOTE:
RETAIN ALL RAIN WATER
WITHIN PROPERT`i' LINES
9,19d,
9-q9
9, x,
GENERAL NOTES:
1.- All wood in contact with masonry or concrete,s`habe res� re a
treated. ';� �a
2.- Truss manufacturer shall submit shop drawings, or design and
layout (sealed by Registered Engineer) to Engineer / Architect
for approval prior to fabrication
3.- Pvac 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.
8.- 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 lro' o.c. with 1/2'
Gypsum wallboard both sides U.C.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.C.
iro.- 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:
= 3,175 S.F.
POOL/POOL DECK
= 829 S.F.
DESCRIPTION
= 510 S.F.
REQUIRED
PROVIDED
SET BACKS
FRONT (list FL.)
= 25' -0'
FRONT (2nd FL.)
SIDE
= 10' -0'
SIDE STREET
= 15' -0'
SIDE(2nd FL.)
= 15' -0'
REAR (let FL.)
= 25' -0'
=
REAR (2nd FL.)
= 52' -'1'
SWIMMING: POOL (REAR)
= 12' -6"
= 15' -1'
SWIMMING POOL (SIDE STREET)
= 15' -0'
= I1' -0'
BLDG. HT.
= 2 STY- 25' -O'
■ 24' -11"
A/C 1ST FL.
= 2,009 SF.
PORCH +TERR
= 690 S.F.
GARAGE
= 476 SF.
A/C 2ND FL.
■ 1012 SF.
LOT COVERAGE
30% (MAX.)
= 3,4128 SF.
= 3,175 SF.
F.A.R.
45% (MAX)
= 5,119.2 S.F.
= 4,981 SR
GREEN AREA
6091. (MIN.)
- 6825.6 S.F.
■ 6,922 S.F.
IMPERVIOUS GOY.
4091. (MAX.)
= 4550.4 S.F.
= 4,514 SF.
FRONT YARD AREA
= 1,866 S.F.
FRONT GREEN AREA
509'. OF 1,866
SF.) = 933 S.F.
= 450 S.F.
29.9891.
43891.
603%
39.791.
LOT COVERAGE
= 3,175 S.F.
POOL/POOL DECK
= 829 S.F.
DRIVEWAY +DECKS
= 510 S.F.
IMPERVIOUS AREA
= 4,514 SF.
ZONING: RS -3
ZONING LEGEND
SINGLE FAMILY
Height - 25' -0' (TO AVERAGE OF ROOF)
Net Land Area - 11,376 S.F.
Lot Coverage (everything under roof) - 3,115 SF.
SETBAGGS: REQ. PROVIDED
FRONT 25' -0' = 25' -0"
SIDE 10' -0' MIN. = i0' -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 disc -or a or storm
water into adjacent property Applicant will provide certifica -tlon prior
to Final inspection.
ANY APPLICABLE RESOLUTIONS:
NOTICE:
In addition to the requirements of this permit, there may be additional
restriction applicable to this propert that may be found in the public
records of this County. Section 553(10) Florida Statutes, Effective
1/10/81
A separate permit will be required for all driveway approaches Into
r�CIT , op blic right of way. Contact lbublics Work Deparment.
�UIL Al ht of fences, wall and edges shall no exceed 2.5' in height whiten
1 8E,X edge of any driveway Reading to a right of way
ST�ue -.0 e hei ht of fences, is being measured form grade, Grade = Elevation
1119i9c sidewalk or crown of road.
LEGAL DESCRIFTION:
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.
HISTORY OF DRAWING ISSUED
DESCRIPTION DATE OF ISSUED
L PPORRFS3
M PERD;IT -
Q CONSTRUCTION -'
- - - REVISION BY
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DATE
09 -19 -11
SCALE
AS NOTED
DRAWING Y.T.
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