6800 SW 78 TERR_EB-08-082-005 HISTORY OF DRAWING ISSUED
DESCRIPTION DATE OF ISSUED
PROGRESS
AFRCL41TECT5 NOTE
PERMIT
eENE FRAL NOTES,- =1 CONSTRUCTION—
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. THE I.- All wood in Contact with masonry or concrete shall be pressure REVISION BY
STRUCTURAL DESIGN COMPLIES WITH THE APPLICABLE treated 10-21-08
.
WATER SERVICE -METAL FURRIWS 2X TFZU55 SECTIONS OF THE FLORIDA BUILDING CODE AND ALL
2.- Truss manufacturer Shall submit shop drawines, or desienand
DADE COUNTY APPLICABLE CODES.
WA 75. 00 LINE CHANNELS pLTwOop BOTTOM CHORD
TER /--TYP CEILING MEANS AND METHODS OF CONSTRUCTION AND SAFETY layout (sealed by Reeistered Engineer) to Engineer / Architect
SERVICE INSULATION For approval prior to Fabrication
................
PRECAUTION ARE THE RESPONSIBILITIES OF THE CONTRACTOR.
0 —-—-—- —-—-—-—-—-—- 3.- Hvar- Subcontractor shall submit shop drawines, or des!!2r and
k�
THE CONTRACTOR 15 TO 5E RESPONSIBLE FOR HIS OR HERB F_
DECOR TRIM layout (sealed by Re En to Architect En
5/8' TYPE X(I-HOUR � I I
NEW MOLDIW= EMPLOYEE'S NEGLIGENT ACTS, ERRORS, OR OMISSIONS.
FIRE RATED)DRYWALL a for approval prior to Fabrication
WATE WOOD THREAD DRYWALL
R >– EXIST. '\ 11
4.- All work to be in full strict accordance and compliance with
5/8,TYFE Ix°
METER
C CH. L. FENCE DRYWALL 11 codes and agencies having jurisdiction.
�-HOLD DOLLIN LATCHES
5- Written dimensions Shall to precedence over Scaled dimensions.
IX4 W1 8d COMMON NAILS 2 1/2' ro.- Contractor shall thoroughly Familiarize with drawines, and
FROM ENDS AND (W C/C scope of Work prior to commencing work. All dimensions Shall be
field verified and the Architect shall be notified prior to 0 C0
commencing any Work of any discrepancies between prepared LJL
ATTIC ACCE55 PETAIL U)
CD N.T.S. drawings and field condition. C0
1- All wood bearing partitions to be are hour fire rated construction. Uj W
u :E U_
0.- Contractor shall stake out in the field all underground utilities
"'10"
FOOL MIN. known or encounter before to beginning excavation.
z
EQUIP. J.c <
- Contractor Shall coordinate all-trades before placing concrete.
.......... Uj z 5�
10.- All finished materials Shall be class 'C' min. Flame spread.
2' FINE IN SAND 0 0 C6
II.- Partitions to run from floor to underside of slabs, joists or —
WA TER trusses and to consist OF wood studs at 16" o.c. with 1/2"
'ICE 2 3/8' THIC<CONC.PAVER FX GRADE. gypsum wallboard both sides U.C.N.
LINE 12.-Complete all bath wall,wallboard behind sinks, lavatories, bathtub, W UJ
TER ACE MORTAR T showers, water closets and bidets to be water resistance type.
PERIMETER.
13.- Contractor shall Coordinate thickness of partitions to
accommodate mechanical work. 00
RECESS 14.- Lumber used For Studs in interior nonbearing partitions Shall be
CUR5_W/105
CONT. of a stress grade not less than 22,5 nominal extreme fiber
1 JII __ I—_ = —11 U)
2'X&' F.T.WD.JAMB ro' THIC<CRUSHED LIMEROCK Stress in bending.
RECESS
ANCHORED TO CONC,W1 15.- Contractor shall provide continuos caulk and sealant around all 0
)5 BOLTS 0 W O.C.6 BASE COMPACTED TO 'B59. 00
FROM TOP 4 50TTCM DENSITY 1MIN*1 exterior Openings to prevent water penetration and air leakage (0
L4 MAX ------ in accordance with F.Q.C. Uj
1359. DENSITY COMPACTED SU5-BASE
lro.- General Contractor Shall verify with "Flood Control Department' z
in Dade County before starting construction.
OVERHEAD GARAGE DOOR M.- If any discrepancies are Found, stop working immediately and
L1 1I II
EfR [DETAIL notify owner or Architect.
1I iI Il i
5fRIC,< FAV
1>0 TRIM N.T.S.
H I II
——— ——— 2 COAT STUCCO
U
00
I GARAGE DOOR DETAIL ZONING NOTE5: co 00
---- NEW 2 6T DESCRIPTION REQUIRED f-ROVIDE12 LO
(D N
SET 5ACKS CV) 0
13'-1 Z co
IN I I FRONT 251-ol 251-ol
I SIDE = .11-row = 51-01
H I 51DE STREET = 15'-01 Z LL
U
51DE(2nd FL.) = Z
< <
REAR = 2E71-0l = 25'-0'
5LDG. T. = 2 STY-25'-0' = 25'-0' C\1
I I I I LOT COVERAGE 30%. (MAX.) = 2,a12B S.F. = 2,a10 ro S.F. 29.e51% CD
I C6
F1 2ND FL. AREA 60%(LOT COVERAGE) = 1,6063(o = f055,ro& S.F. r;Pa.c3% CD
NEW 4'-0' H_ (0
CH� L. FENCE GREEN AREA 60% (MIN.) = 5025 S.F. 5,e(30.4 S.F. 5 ro Z 9. 00 11
H I I H N LO
IMPERVIOUS c:,-v. 40510 (MAX.) = 3150 S.F. 3,384.6 S.F. 3roZ9. C)
_---------- CY)
IE71-01 ---- ------- ---- 2,5 Uj W
LOT COVERAGE 10fo S.F.
III I
DRIVEWAY/A.-. SLA5 S.F.
ELECTRICAL IMPERVIOUS AREA = 3,354.6 S.F. U)
H METER AND
D15CONNECTIVE5 rq LO
AIC FOf;R 1D.O.H. co
i I I Uj co CIO
A/C FIRST FL. I,S-3e.2 S.F. 00
1 1 1 fig CU #11 AIC SECOND FL. = 1,515.66 S.F. CD
I 1 I LO (0
MIN. TOTAL A/C S.F.
Lj= 11 LO
co
CD
CD
CD W
- -------------- - F-
FILJ= ZONING LEGEND
SINGLE FAMILY
=0=00 =R Eu =ii E=0 =0 0 3'-O'X4'-O' HIGH
CH. LINK GATE 0 Lj= =171 0
0
F 0� ao , CUISELFCLOSER ZONING: Rs-_3
z
AND LATCHING Height 25'-O' (TO AVERAGE OF ROOF)
=0
=0 =0,0= MECHANISM. CL
S.F.
0=0 =F1 Net Land Area -
Lot Coverage (everything under roof) - 2,510fo SP.
to 0=,0=Lj=[� Q, 0
=F1 5E T5AC<5: REa. PROVIDED
= Ll
=L1DfRIvEwA'' FRONT 25'-0' 25'-0'
L J
0 =0LjL=1
Lj= NEW U.G. ELECT. SIDE I'-ro' MIN.
SE VICE
15'-0' TO 2nd FL. 16'-8' TO 2nd FL.
=F1
=F� = LJE
=10, Lj= SIDE STREET IE7'-O' MIN.
=0
=0 =F1
DO =RJE151 0
REAR 25'-0'
Area ad acent to lake or canal to be graded so as to prevent direct cv
C� DID Li Lj= 0 =oEtIs overlan discharge of storm water into la or canal.
MJ9T Qr)
=F1 =L] JI N Nt
77 cr) W
W
77�7717=717 Lot will be graded so as to prevent direct overland dischar e or storm LO
C:)
® water into adjacent property Applicant will provide certificaRlon prior -1 co
to final inspection.
�a=0�=0�C�0� TLlEfRE AIRE NOT PEfRTINENT FEATUIRES ANY APPLICA5LE RE50LUTION5: <"Uj
.. E: ON ADJACENT PE TIES AND AC;RO55 >
=nl NOTICE:
=FILJ IF---L1 L--JH THE STfREET THAT MAY AFFECT THE U_
--—-—-—-—-—- =FT_Jr==n,, L EXIST. F.P.L. "I,_J
EXIST. In addition to the r's uIrements of this permit, there may be additional
FA VE R5 SY&TEM IN5TALLATION. restriction applicable this pro
Lj= ;FerAthat may be found in the public
O.W. E
=0 POWER POLE records of this County. Section 53. (10) Florida Statutes, Effective
AFB
Lj= Lj= A as arate permit will be required for all driveway approaches Into 2 C)
public co
==10 0 L=90 0 0 E 0 NOTE: c or 111-
F] = =0 =FILJ 0- pu right way. Contact publics Work Debarment.
E EZ71=F] QF LJ The het es shall no exceed 2B' in height whiten
F1 U_ TA ALL RAIN WATER ht of fences, wall and ed
LUM41N FROFERTY LINE5 10' of t e edge of any driveway Reading to a right OF way
The het ht of fences, is being measured form grade, Grade Elevation
of pub c sidewalk or crown of road.
NOTE:
Paver drivewaj, pool, pooldeck, swiming pool, barrier DATE 04-03-06
S. W. 78th TERRA CE ext. doors, win) Ows, required a separate erm1t .
Cast conc. joist, wd. trusses, r4illings, Fences, SCALE AS NOTED
re silt em for joist, need shop drawings for approval
before Fab.
4 N DRAWING Y.T.
SCALE: '/a ` = I'-0` LEGAL PE52RIFTICN: JOB
N LOT 24,25426 OF 5LOCK. 5 OF 'WEST LA IN PARK.' SU5DIVISION SHEET
ACCORD ING TO THE PLAT THEREOF AS RECORDED IN PLAT 500< No. 12, A-1
ATP E 491 TO THE FU5LIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
OF SHEETS