06-1811-002ME1
TC
Ix3 P.
ON 11
STUCCO ON
I
'USP' CLP5F WUF
2x4 P.T.
FAI
CEMENT TILE
ON SO# 4 30" FELT PAPER
5/8' PLYWOOD SHEATHING NAILED
w/10 -d a 4'O.C. ALONG EDGES 4
INTERMEDIATE SUPPORTS w 6' O.C.
WOOD TRUSS 5Y MFR.
a 24' o.c. typ.
WOOD FILLER
R-30 F15ERGLASS
BATT INSULATION
1/2' DRYWALL
GYPSUM BD. ON Ix3
WOOD FURRING g 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)15 BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL NOb 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 5D. ON 1' x 2'
P.T. WOOD FURRING g 16' O.G.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB (SEE STRUCT. DLV -a. )
1/2' DRYWALL GYPSUM 5D. ON 1x3
WOOD FURRING a 16' O.G.
1x3 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 Nob GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
Q EITHER SIDE OF WINDOW 4 DOOR OPENINGS. DOWEL
INTO FOOTING w/30' LAP SPLICE (TYP. THRU-OUT)
1/2' GYPSUM 5D. ON 1' x 2'
P.T. WOOD FURRING 15, 16' O.C.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB
24'X12' CONT. CONC. FOOTING
T"�j='ICAL WALL SECTION
3 /4 11 = 11-011
ZONING INFORMATION:
ZONING: R5-3
LOT AREA: 11,484 5Q.FT.
5UILDING COVERAGE:
FIR5T FLOOR MAX. ALLOWABLE (3010 = 3,445 SQ.FT.
FIRST FLOOR PROPOSED (29.090 = 3,426 SQ.FT.
SECOND FLOOR MAX. ALLOWABLE (60% OF 1st. FL.) = 2105ro 5Q.FT.
SECOND FLOOR PROPOSED (INCLUDING OPEN TO BELOW AREA) (5(51510 = 1,999 SQ.FT.
IMPERVIOUS AREA:
t-1AX. ALLOWABLE (40%) = 4,594 SQ.FT.
PROPOSED (3090:
MOUSE = 3,459 SQ.FT.
POOL AREA = 105 SQ.FT.
TOTAL PROPOSED = 41164 SQ.FT.
GREEN AREA:
+13.63'
ENCLOSED AREA:
1st. FLOOR
= 2,988
SQ.FT.
2nd. FLOOR
= 1399
SQ.FT.
TOTAL
= 41981
SQ.FT.
A/C AREA:
W
Lid
1st. FLOOR
= 2,440
SQ.FT.
2nd. FLOOR
= 1,829 5Q.FT.
TOTAL
= 4,2(o9
SQ.FT.
APPROVED
DADE COUNTY DEPARTMENT
OF PUBLIC HEALTH
EXIST. FENCE
A/C 4 POOL
EQUIPMENT
AEROBIC SYSITAl
ATU Treatment Capacity 0D gpd (Inin) 3'-0' SELF-CLOSING
Drainfield Area LqL sq.ft. (min) AND LOCKING GATE
ATiJ Maiwenanoc E? itity Agreement Contract
& DOH Annual Operating Permit is required
before iin:.1 in�xtion.
'���
//
1NSTALLAL.0F SLIG=.r VrM4,-r di S0M
UNDER BOTTOI>,i OF D
ttir
TNVI`RT ET.E rAI'v•... �
BOTTOM OF DF.Ar • . EF) £T FA/ATION I
M.t'h%-t L 0F E_iCAI'Ai;() , fi =:EA SILNLL PB
AT LAST 2.0 Fr`�'i:' �'r'V..r R A'\41) I.t}NUr?? IHAN -ITE
PROPOSED tMOIT11G;: ?B -ED G;R DRAL3 TRENCH
41-0'
4:1 1�:1
SUJALE CROSS SECTION
1/411 = 11-011
REQUIRED (60%,): (01890 5Q.FT. NOTE:
PROPOSED (&4%): 1,320 SQ.PT. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND
5ET5ACKS: REQID. PROVID.
ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION
_
FRONT: 251-011 2ro1-Ou
REAR: 251-011
51_011 521_1011
RIG1-IT SIDE: -� 1 _� 11 1 _� II LEGAL DESCRIPTION:
LEFT SIDE: 8 (5 _611 LOTS 24 4 25 BLOCK 1, OF "AMENDED PLAT OF SEA VIEW PARK',
2rd. FL. RIGHT 51[)E: 15I—oil 151 -011 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11,
2nb. FL.. LEFT SIDE: 151-QII 151_011 PAGE 80, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA
1„1EAN ROOF HEIGHT: 25I-011 241 _311
ELECT. METER
ql-e- 1
CHICAGO BRICK
DOUBLE BORDER
I"0 COLD
WATER LINE
VALVE
WATER METER -/
+1.62'
CVIQt t1-11rC
UNDERGROUND POWER FEED
Z80UT'LITY
POLE
.0'
F_
L_
V_L — — — —
24 SQ.FT.
UNOBSTRUCTED
DRAINFIELD
+951'
54& 5Q.FT.
UNOBSTRUCTED
80.00'
— 32 LF. TRENCH
Pdi�IGIIJ�Y
SUJ 85 ST�EET
r 1-3 sa�T. I
NNOSST�,ICTEC�
+956'
EXIST. FENCE
1 CATCH 5ASIN
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