06-633R-002TAPL 14 "SEMCO" ANCHOR —
W/ (6) 10-d NAILS TO SEAT
4 (11) 16-d 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
+29.1' NGVD
TOP OF B.M. 2x6
I'x4'
2x(o BLOCKING BETWEEN TRUSSES -
W/3x10 VENTS w EVERY OTHER
SPACE BETWEEN TRUSSES
'USP' TA 12 -
3/4' STUCCO FINISH
TO BE PAINTED
50 +20.7' NGVD
FINISH FLOOR
+102' NGVD
FINISH FLOOR
EXISTING GRADE
+5.2' NGVD
8' VARIES -
12' (MIN.)
2x6
ITI=1 I 1=T
TIIII=111=11
`: fir.• .::�:�� :r�-•'
WALL SECTION
1
3/4II = 11_011
ZONING INF-ORt' CAT I CN:
ZONING: RS -3
LOT AREA: 14,408 SQ.FT.
5UILD ING COVERAGE:
F I RST FLOOR (30510:
MAIN MOUSE =
31642 SQ.FT.
GARAGE =
568 SQ.FT.
COVERED WALK
= 111 SQ.FT_
TOTAL =
4,321 SQ.FT.
SECOND FLOOR (4-1510 = 2,015 SQ.FT.
A/C AREA:
1st. FLOOR =
21,622 SQ.FT.
2rd. FLOOR =
2,015 SQ.FT.
TOTAL =
4,631 50 -FT.
IMPERVIOUS AREA =
4,321 SQ.FT.
POOL AREA =
1,065 SQ.FT.
TOTAL (31 10 =
5,38(o SQ.FT.
GREEN AREA ((00510: 8,108 SQ.FT.
SETBACKS: REQ'D.
PROV'D.
FRONT: 25'-0"
35'-0"
REAR: 25' - 0"
2r51_011
SIDES: _1'-&"
31-1" 4 15'-0"
HEIGHT (TO MEAN HEIGHT OF ROOF): 25'-0"
METAL SHINGLES ROOF
ON W* 4 30 M FELT PAPER
5/8' PLYWOOD SHEATHING
WOOD TRUSS BY MFR.
9 24" O.C. typ.
R-30 FIBERGLASS
BATT INSULATION
1/2' DRYWALL
GYPSUM BD. ON 1' x 3'
WOOD FURRING 6 16" O.G.
1'X3' P.T. FIRE STOP
PROVIDE "USP' TAPR-218 ANCHOR
wK12)10d NAILS TO TRUSS
8' x 12' CONCRETE TIE BEAM
WK4) S BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL NO$ GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
-0 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 g 16' O.C.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB (SEE STRUGT. DWG. )
8' x 12' CONCRETE TIE BEAM
W/(4n BARS CONTINUOUS
S' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL No,5 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 1' x 2'
P.T. WOOD FURRING g 16' O.G.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB
24"X12' CONT. CONIC. FO
Ie`
FENCE 5E CT f ONl DETAIL
2> -3Z 7
SUJ c53rb STFEET
CHICAGO BRICK Q
DOUBLE
16'* CONC. COLUMN
GRAVEL DRIVEWAY W1 CHICAGO BRICK CAP
4'-6' CBS WALL
4'-6" CBS WALL 20'-0' GATE W/ SMOOTH STUCCO
'-10'
3'-0" SELF-CLOSING
AND LOCKING GATE
+7.0'
ALUM. PICKET
FENCE
131 L.F. SWALE
A/C EQUIPMEN
V-0' SELF-CLOSING
AND LOCKING GATE
T
20'-0' 1 '-6' '-i'IT 12'-6'
1'-4' 1'-4' 1'-4' I 1'-4' I 1'-4'
I I�
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23'-10' '-0' 15'-0' 0 18-0
I — — — — POOL e
(UNDER
SEPARATE
APPLICATI N)
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22'-2' I I I FENCE
I I I I I I V-0" SELF-CLOSING
AND LOCKING GATE
I II
L IJ
85� SQFT.
�I F I REPLACE I I UNOBSTRUCTED
D'11 4'-P (53 FU)
VO COLD
WATER LINE
(53 FU)
NOTE: 19 LF. SWALE -
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND +-I.1'—
ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION va,L��
WATER METER—
LEGAL DESCRIPTION:
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SEPTIC TANK
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CHIC O BRICK
DOUBL BORDER DRAINFIELD
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WATER METER—
LEGAL DESCRIPTION:
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ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK li,
PAGE Sm, PUBLIC RECORDS OF MIAMI-DADE COUNT(', FLORIDA
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