07-1241-001CEMENT TILE
ON 90" E 300 FELT PAPER
5/8' PLYWOOD SHEATHING NAILED
w/10 -d il 4'O.C. ALONG EDGES t
INTERMEDIATE SUPPORTS 0 6' O.C.
WOOD TRUSS BY MFR
12 6 24' O.C. tv.
41 WOOD FILLER
R-30 FIBERGLASS
Q BATT INSULATION
PIN
+31.0' NGVP 1/2' DRYWALL
TOP OF $M. GYPSUM BD. ON Ix3
MET IP E " WOOD FURRING 0 1&' O.G.
t0 BEP INTE PROVIDE 'USP' DTC ANCHOR
+9.631
0
3/4' STUCCO FINISH
TO BE PAINTED
+21.0' NGVD
FINISH FLOOR
0 +105' NGVD
FINISH FLOOR
+15' NGVD
FINISH GRADE
ZONING; INFORMATION:
ZON INGz: R5-3
VARIES -
12' (MIN.)
1/2' GYPSUM BD. ON 1' x 2'
P.T. WOOD FURRING a I6' O.G.
WITH R-5 RIGID INSULATION
I 6' CONCRETE SLAB (SEE STRUCT. DUrz )
.., 11,11 ,... • ,,: •.. .
1/2' DRYWALL GYPSUM BD. ON 1x3
WOOD FURRING 0 16' O.G.
*" Ix3 P.T. FIRE STOP AT CEILING AND ANOTHER AT MIDPOINT
I
I 8' x 12' CONCRETE TIE BEAM
I WK4) S BARS CONTINUOUS
8' CMa.I. WALL REINFORCED WORM w/DUROWALL No.8 GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
w EITHER SIDE OF WINDOW 4 DOOR OPENINGS. DOWEL
INTO FOOTING w/30' LAP SPLICE (TYP. THRU-OUT)
I 1/2' GYPSUM BD. ON 1' x 2'
P.T. WOOD FURRING a 16' O.C.
ItA
WITH R-5 RIGID INSULATION
I
6' CONCRETE SLAB
�t ••}•.. 4•.•'4:4 '.. ;7••'�.,
I '
24'X12' CONT. ICONIC. FOOTING
TYi=ICAL WALL SECTION
3/4" = 1'-101°
2nol. 1=1-OOm = 1.829 0Q.1=T.
TOTAL. = 412613 SQ.1=T.
LOT ARIA: 11,484 SQ I 5WAL_ E CROSS SECTION
BUILDING covERAGE:
=1 0--r =L.oOR MAX. Al LOUJABLP 3,445 sQ.1=T. 1/4" = 1'-o°
FIRST FLOOR PROPOSED (29.0%') = 3142ro SQFT:
SECOND FLOOR MAX. ALLOWABLE C&Oio OF 1St. FL.) = 2,05 sQ.1=T.
SECOND FLOOR PROP05ED (INCLUDING OPEN TO 8EL_OW AREAS SQ FT.
I1" 1PERVIOUs AREA:
MAX. ALLOWABLE (40io) = 4,594 5Q.FT.
PROP05E D (305101.
HOUSE sQ.FT.
POOL. AREA = X05 SQ.FT.
TOTAL. PROP05ED = 4,1&4 5Q.FT.
CR N A; ;=A -
EXIST. FENCE
A/C 4 POOL
EQUIPMENT
3'-0' SELF-CLOSING
AND LOCKING GATE
ELECT. METER
Psi 2•i� I'l •� '� J W � � I•I'D � � � i
Ib Ii�DTv 1
DADE700UNTY' DEPARTMENT 1
OF ; UBLLC HEALTH
CHICAGO BRICK
DOUBLE BORDER
AEROBIC SYSTEM
'ATU Treatment CpacibI 0 6 gpd (rein) I'0 COLD
Draimfield Area! 1*3 sq.#t. (min) WATER LINE
ATU Maintewnce Entity Agrmnent Contract
& DOH Annual Operuting, Permit is required
before fitpl inspection.
INSTAI.L._kj_-:OF SI_IGHTFiL,Y LIMITED SOIL
UNDER 80"ITohf c..)r• DRAINFIK„D,
B01 (:int 1)F DR V E"') +.. LEVAiiON"} .b i 124 Ct V D
PERIMETi R t. >r rXCAVAi*t0:I AR:A SIRALL 13E VALVE
AT LEAST 2.0 FEET WIDER ANND LONGER TI'r. `{N IW
PROPOSED ABSORPlIoN, RED OR DRAnq .RFNvH
WATER METER
i�'QUIRD C�Oro�: &,890 SQ.FT. NOTE:
Pfi�OPOS� D (64900: �i,32 0 SQ.FT. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND
ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION
5ET5AC 5: REQ V. Pfi OVID.
FRONT: 251-011 2 r I -Oil
REAR: 251-o° 52'-10°
fizlCl-IT sID : �fI_(u -1I-�u
- LEFT S1DE: g' _& I' g� _6�1 LEGAL DESCRIPTION:
LOTS 24 4 25, BLOCK 1, OF 'AMENDED PLAT OF SEA VIEW PAi,G
2 rd, FL.. RIGHT 5 I D E : 15 I - o il 15 � - � �� ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1-1,
2ral. FL. LEFT 5IDr=: 151-011 151-o° PAGE M PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIdA
MEAN ROOF HE IGHT: 25' -O" 24' -9"
UNDERGROUND POWER FEED
UTILITY POLE
EXIST. FENCE f
80.00'
C11_e_:
V24 SQF7.
UNOBSTRUCTED
DRAINFIELD
I
+151'
546 SQ.FT.
UNOBSTRUCTED
0
sm.mm'
32 L.F. TRENCH
SW 85 STREET
Ph-
Lo
h -
Y
d V
N LoCOD
r:
Iry
O
U p r �..+
o CO
° Y L0 ;
Qw
.. +956' Q U v
W
i
1x3 P.t. DRIP BOARD
3
•� •�.::.•'�: (SEE StRUCT. OWGS.)
. Ix3 P.T. FIRE STOP At CEILING AND ANOTHER At MIDPOINT
�* SCI OG�� AREA:
INl L 7
M
2x10 WD. FASCIA
I
15t. FLOOR
= 2,988
SQ.FT.
8' x 12' CONCRETE TIE BEAM
2' CONT. VENT
W/(4r5 BARS CONTINUOUS
2nd. FLOOR
= 1399
SQPT.
STUCCO ON MTL. LATH SOFFIT
TOTAL,
= 4,98-1
5Q.FT.
1
W/ 1/2' PLYWOOD
8' C.M.U. WALL REINFORCED WORM w/DUROWALL Nob GALV.
-!�
D0
`
iO
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
ASC AREA:
m LL
'USP' CLPBF HURRICANE ANCHOR
a EITHER SIDE OF WINDOW 4 DOOR OPENINGS. DOWEL
1St. FLOOR
= 21440
SQ.1=T.
...w
2x4 P.T. w/1/2'0A.B624'O.C.
INTO FOOTING w/30' LAP SPLICE (TYP. THRU-OUT)
O >
0
3/4' STUCCO FINISH
TO BE PAINTED
+21.0' NGVD
FINISH FLOOR
0 +105' NGVD
FINISH FLOOR
+15' NGVD
FINISH GRADE
ZONING; INFORMATION:
ZON INGz: R5-3
VARIES -
12' (MIN.)
1/2' GYPSUM BD. ON 1' x 2'
P.T. WOOD FURRING a I6' O.G.
WITH R-5 RIGID INSULATION
I 6' CONCRETE SLAB (SEE STRUCT. DUrz )
.., 11,11 ,... • ,,: •.. .
1/2' DRYWALL GYPSUM BD. ON 1x3
WOOD FURRING 0 16' O.G.
*" Ix3 P.T. FIRE STOP AT CEILING AND ANOTHER AT MIDPOINT
I
I 8' x 12' CONCRETE TIE BEAM
I WK4) S BARS CONTINUOUS
8' CMa.I. WALL REINFORCED WORM w/DUROWALL No.8 GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
w EITHER SIDE OF WINDOW 4 DOOR OPENINGS. DOWEL
INTO FOOTING w/30' LAP SPLICE (TYP. THRU-OUT)
I 1/2' GYPSUM BD. ON 1' x 2'
P.T. WOOD FURRING a 16' O.C.
ItA
WITH R-5 RIGID INSULATION
I
6' CONCRETE SLAB
�t ••}•.. 4•.•'4:4 '.. ;7••'�.,
I '
24'X12' CONT. ICONIC. FOOTING
TYi=ICAL WALL SECTION
3/4" = 1'-101°
2nol. 1=1-OOm = 1.829 0Q.1=T.
TOTAL. = 412613 SQ.1=T.
LOT ARIA: 11,484 SQ I 5WAL_ E CROSS SECTION
BUILDING covERAGE:
=1 0--r =L.oOR MAX. Al LOUJABLP 3,445 sQ.1=T. 1/4" = 1'-o°
FIRST FLOOR PROPOSED (29.0%') = 3142ro SQFT:
SECOND FLOOR MAX. ALLOWABLE C&Oio OF 1St. FL.) = 2,05 sQ.1=T.
SECOND FLOOR PROP05ED (INCLUDING OPEN TO 8EL_OW AREAS SQ FT.
I1" 1PERVIOUs AREA:
MAX. ALLOWABLE (40io) = 4,594 5Q.FT.
PROP05E D (305101.
HOUSE sQ.FT.
POOL. AREA = X05 SQ.FT.
TOTAL. PROP05ED = 4,1&4 5Q.FT.
CR N A; ;=A -
EXIST. FENCE
A/C 4 POOL
EQUIPMENT
3'-0' SELF-CLOSING
AND LOCKING GATE
ELECT. METER
Psi 2•i� I'l •� '� J W � � I•I'D � � � i
Ib Ii�DTv 1
DADE700UNTY' DEPARTMENT 1
OF ; UBLLC HEALTH
CHICAGO BRICK
DOUBLE BORDER
AEROBIC SYSTEM
'ATU Treatment CpacibI 0 6 gpd (rein) I'0 COLD
Draimfield Area! 1*3 sq.#t. (min) WATER LINE
ATU Maintewnce Entity Agrmnent Contract
& DOH Annual Operuting, Permit is required
before fitpl inspection.
INSTAI.L._kj_-:OF SI_IGHTFiL,Y LIMITED SOIL
UNDER 80"ITohf c..)r• DRAINFIK„D,
B01 (:int 1)F DR V E"') +.. LEVAiiON"} .b i 124 Ct V D
PERIMETi R t. >r rXCAVAi*t0:I AR:A SIRALL 13E VALVE
AT LEAST 2.0 FEET WIDER ANND LONGER TI'r. `{N IW
PROPOSED ABSORPlIoN, RED OR DRAnq .RFNvH
WATER METER
i�'QUIRD C�Oro�: &,890 SQ.FT. NOTE:
Pfi�OPOS� D (64900: �i,32 0 SQ.FT. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND
ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION
5ET5AC 5: REQ V. Pfi OVID.
FRONT: 251-011 2 r I -Oil
REAR: 251-o° 52'-10°
fizlCl-IT sID : �fI_(u -1I-�u
- LEFT S1DE: g' _& I' g� _6�1 LEGAL DESCRIPTION:
LOTS 24 4 25, BLOCK 1, OF 'AMENDED PLAT OF SEA VIEW PAi,G
2 rd, FL.. RIGHT 5 I D E : 15 I - o il 15 � - � �� ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1-1,
2ral. FL. LEFT 5IDr=: 151-011 151-o° PAGE M PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIdA
MEAN ROOF HE IGHT: 25' -O" 24' -9"
UNDERGROUND POWER FEED
UTILITY POLE
EXIST. FENCE f
80.00'
C11_e_:
V24 SQF7.
UNOBSTRUCTED
DRAINFIELD
I
+151'
546 SQ.FT.
UNOBSTRUCTED
0
sm.mm'
32 L.F. TRENCH
SW 85 STREET
Ph-
Lo
h -
Y
d V
N LoCOD
r:
Iry
O
U p r �..+
o CO
° Y L0 ;
Qw
.. +956' Q U v
W
i
M
Cn
1
Z
co
-!�
D0
`
iO
m LL
o
...w
Cl)
O >
—
cA
OW
>
z
a. (D
W
W
W H
W
tD Z
coo'AGE
14t(.)0
U
EXIST. FENCE
all
f{ -
II W
II zQ
V-0' SELF-CLOSING W
— — � AND 1:OCKING GATE ow
W LL
W w
IL
I I � ■ w
0 W
UW
CD
O
+1148' f1/ � +
F ,3 sQ.FT. 1
NOBSTRUCTE
- to
W ~o
Z Q
W
e Z Q
I �
D
Q
--{--I CATCH BASIN
•—� J~ ELEV. +6.12'
� R
N SITE FLAN
1/eI' = 1' -oil
SHEET:
OF: ,!
A�°