06-633-001TAPL 14 'SEMCO' ANCHOR —
W/ (6) 10-d NAILS TO SEAT
4 (11) 16-61 NAILS TO TRUSS
STUCCO ON METAL LATH —
AND TAR PAPER
1'x6' T4G WOOD DECK 12
NAILED w/ (2) 10-d NAILS 5�
EVERY TRUSS
GALVANIZED METAL DRIP EDGE
TO BE PAINTED
�j +29.1' NGVD
TOP OF S.M. 2x6
I'x4'
2x6 BLOCKING BETWEEN TRUSSES
W/3x10 VENTS Q EVERY OTHER
SPACE BETWEEN TRUSSES
"USP' TA 12
3/4" STUCCO FINISH
TO BE PAINTED
+20.1' NGVD
FINISH FLOOR
+10.2' NGVD
FINISH FLOOR
EXISTING GRADE
+9-2' NGVD
2i_�u
W VARIE5-
12' (MIN.)
2x6
=T=111-1 I hI I I
I 1-T�I I
LUALL SECTION_
J
O u -
ZON INC f AT I ON:
FENCE
L _
LOT AREA: 14,408 SOPT.
�
BUILDING COVERAGE:
0
FIRST FLOOR (30io):
,, ^^
Y
rn
�
MAIN HOUSE =
3,(o42 50.1=T.
GARAGE =
5roa SQ.PT.
C0vERED WALK
= 111 SGPT.
TOTAL =
4,321 SOPT.
SECOND FLOOR (41%) = 2,015 60.1=T".
A/C AREA:
1st. FLOOR =
2,(o22 SQ -r -T.
2nd, FLOOR s
2,015 50,FT,
T'OT'AL. =
4,(o31 SGPT.
IMPERVIOUS AREA =
4,321 SQPT.
POOL AREA =
1,0(o5 SOPT.
TOTAL (31%) =
�5,38(o SQPT.
GREEN AREA C(oO�o): 0,100
SQ.FT,
SErtBACKS: REQ'D.
f=ROV'D.
FRONS : 2 5' - 0"
351-011
REAR: 251-011
25'-011
SIDES: 11_� ��
C3 � 1 2 -011
HEIGHT (TO MEAN HEIGHT OF: ROOF): 2E?' -0"
METAL SHINGLES ROOF
ON 90* 4 30 M FELT PAPER
5/6' PLYWOOD SHEATHING
WOOD TRUSS BY MFF-
is
FRe 24" O.G. typ.
R-30 FIBERGLASS
BATT INSULATION
1/2' DRYWALL
GYPSUM BD. ON 1' x 3'
WOOD FURRING 1w 16" O.G.
I'X3' P.T. FIRE STOP
PROVIDE "USP' TAPIR -216 ANCHOR
w/02)104 NAILS TO TRUSS
8' x 12' CONCRETE TIE BEAM
W/(41*5 BARS CONTINUOUS
5' C.M.U. WALL REINFORCED PORIZ. w/DUROWALL No.6 GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1*50 GROUTED
a EITHER SIDE OF WINDOW 4 DOOR OPENINGS. DOWEL
INTO FOOTING w/30' LAP SPLICE (TYP. THRU-OUT)
1/2' GYPSUM BD. ON 1' x 2'
P.T. WOOD FURRING tv 16' O.C.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB (SEE STRUCT. DWG. )
V x 12' CONCRETE TIE SEAM
W/(41"5 BARS CONTINUOUS
13' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL Nob GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
m EITHER SIDE OF WINDOW 4 DOOR OPENINGS. DOWEL
INTO FOOTING w/30' LAP SPLICE (TYP. THRU-OUT)
1/2' GYPSUM BD. ON I' x 2'
P.T. WOOD FURRING a 16' O.C.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB
24'X12' CONT. CONC. FOOTING
NOTE:
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIE5 AND
ACRO55 THE STREET THAT MAY AFFECT THE 6Y6TEM IN5TAL.LATION
LEGAL DESCRY TION:
LOTS 9 4 10, BLOCK 3, AMENDED PLAT OF SEAVIEW PARK",
ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PLAT BOOK 11,
PAGE 80, PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA
GRAVEL DRIVEWAY
4'-6" CB5 WALL -\
3'-0' SELF-CLOSING
AND LOCKING GATE
14'-3'
• I I
II
ALUM. PICKET I
FENCE
20'-0' GATE
231-10,
I I�
131 L.F. SWALE I ( L____
I�
I I
II
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I II
22'
_ �1
I
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A/C EQUIPMENT-.
r I�
L JI
LI J
3'-0' SELF-CLOSING ( �I
AND LOCKING GATE J
II
II -
L _—
F
I I
=
3rd STREET
C/�CHICAGO BRICK
DOUBLE BORDER
4'-6' CBS WALL
W/ CORAL ROCK
VENEER ON SIDES
AND CAP
19'-10'
i
(
- c
16'* CONC. COLUMNF1 oT
W/ CORAL ROCK VENEER
PAGE
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PLACE :',1(1,C3
RUCTED �•/ W
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ry
I I
GRAVEL
DRIVEWAY
CHIC O BRICK
DOUBL BORDER
1 ,
e
COLD L INE —53 FU) J
19 LF. SWALE — —
VALVE
WATER METER
EXIST. 4'-0'
SIDEWALK
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