06-1811-001r1
f•J
METAL DRI
TO BE P�
1x3 P.T. DRIP
ON 2x10 WD,
2' CC
STUCCO ON MTL. L�
W/ 1/2' f
'USP' CLPBF HURRICANE
2x4 P.T. w/I/2'0A.
CEMENT TILE
ON 900 4 300 FELT PAPER
5/S' PLYWOOD SHEATHING NAILED
w/10 -d a 4'O.C. ALONG EDGES t
INTERMEDIATE SUPPORTS 6 6' O.C.
WOOD TRUSS BY MFR.
A 24' O.C. typ.
WOOD FILLER
R-30 FIBERGLASS
BATT INSULATION
1/2' DRYWALL
GYPSUM BD. ON Ix3
WOOD FURRING S 16' O.G.
PROVIDE 'USP' DTC, ANCHOR
(SEE STRUCT. DWGS.)
1x3 P.T. FIRE STOP AT CEILING AND ANOTHER AT MIDPOINT
8' x 12' CONCRETE TIE BEAM
WK4)05 BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL NoB GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
g 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 ® 16' O.G.
WITH R-5 RIGID INSULATION
(V CONCRETE SLAB (SEE STRUGT. DWG. )
1/2' DRYWALL GYPSUM BD. ON 1x3
WOOD FURRING ® 16' O.C.
Ix3 P.T. FIRE STOP AT CEILING AND ANOTHER AT MIDPOINT
8' x 12' CONCRETE TIE BEAM
WK4)15 BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL No.8 GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 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 0 16' O.C.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB
24'X12' CONT. CONC. FOOTING
T�'PICAL WALL SECTION.
3 /4 11 = 11-011
ZONING INFORI"IAT I ON:
ZONING: R5_3
LOT AREA: 11,484 SQ.FT.
5UILDING COVERAGE:
FIR5T FLOOR MAX. ALLOWABLE (309o) = 31445 5Q.FT.
FIRST FLOOR PROPOSED (29.Sro) = 31426 SQ.FT.
SECOND FLOOR MAX. ALLOWABLE (6091o' OF 15t. FL.) = 21056 SQ.FT.
SECOND FLOOR PROPOSED (INCLUDING OPEN TO BELOW AREA) 1,999 SQ.FT.
I1"IPERVIOUS AREA:
1"IAX. ALLOWABLE (40ro) = 4,594 SQ.FT.
PROPOSED
1 LOUSE = 3, 59 SQ.FT.
POOL AREA = 105 SQ.FT.
TOTAL PROP05ED = 4,16 4 5Q.FT.
GREEN AREA:
ENCLOSED AREA:
1st. FLOOR
= 2,988
5Q.FT.
2nd. FLOOR
= 1,999
SQ.FT.
TOTAL
= 4,98-1
SQ.FT.
A/C AREA:
PROVID.
ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION
1st. FLOOR
= 2,440
SQ.FT.
2nd. FLOOR
= 1,829 SQ.FT.
TOTAL
= 4,2 6 9
SQ.FT.
5UJ.4LE CROSS SECTION
1/411 = 11 _on
REQUIRED (605,01):
6 ,890 SQ.FT.
NOTE:
PROPOSED (64%o):
1,32Q SQ.FT.
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND
,�- SET5ACK5:
REQ'D.
PROVID.
ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION
FRONT:
251-011
2(ol-oll
REAR:
25' - 0"
521-1011
r
CD
RIGS 4T SIDE:
I�-611
I�-&11
p
LEFT 51F -)E:
81- 6
8 �o ��II
LEGAL DESCRIPTION:
�I
2nd, FL. RIGHT 51DE: 15 -QI
1
15 -Q
LOTS 24 4'25, BLOCK -I, OF 'AMENDED PLAT OF SEA VIEW PARK',
w
Lo
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK li,
2nal, FL. LEFT S 1 DE :
15 - 0
151-011
PAGE 80, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA
1 IEAN ROOF HEIGHT:
251-011
241-C311
EXIST. FENCE
A/C a POOL
EQUIPMENT
3'-0' SELF-CLOSING
AND LOCKING GATE
I
130 LF. SWALE I
ELECT. METER
CHICAGO BRICK
DOUBLE BORDER
I'0 COLD
WATER LINE
WATER METER-/
+1.62'
1-vlQ't ���li+t
UNDER3ROUND POWER FEED
/-UTILITY POLE
L
643 SQ.FT.
UNOBSTRUCTED
32 L.F. TRENCH
F
r=n=NeII1n',-
+9.0'
EXIST. FENCE
94 LF. SWALE
3'-0' SELF-CLOSING
AND LOCKING GATE
+9.48'
1 CATCH BASIN
--L J ELEV. +6.12'
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61TE PLAN.
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