06-633R-001TAPL 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
+213.i' NGVD
TOP OF BM. 2x6
1'x4'
2x6 BLOCKING BETWEEN TRUSSES
W/3x10 VENTS w EVERY OTHER 2 _ 6
SPACE BETWEEN TRUSSES
"USP' TA 12
3/4' STUCCO FINISH
TO BE PAINTED
+20.1' NGVD
FINISH FLOOR
2x6
mumi
METAL SHINGLES ROOF
ON 1300 4 30 0 FELT PAPER
5/8' PLYWOOD SHEATHING
WOOD TRUSS BY MFR.
f, 2411 o.c. tsp.
R-30 FIBERGLASS
BATT INSULATION
1/2' DRYWALL
GYPSUM BD. ON 1' x 3"
WOOD FURRING a 16" O.C.
1'X3' P.T. FIRE STOP
PROVIDE 'USP" TAPR-218 ANCHOR
w/(12)106 NAILS TO TRUSS
8' x 12' CONCRETE TIE BEAM
W/(4) S BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL Nob GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE I"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 I' x 2'
P.T. WOOD FURRING s 16' O.C.
WITH R-5 RIGID INSULATION
ro' CONCRETE SLAB (SEE STRUCT. DWG. )
►i
8' x 12' CONCRETE TIE BEAM='
WK4)05 BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DU OWALL No.8 GALV.
TRU58 TYPE EVERY OTHER COURSE. PR VIDE 1050 GROUTED
a EITHER SIDE OF WINDOW 4 DOOR OPE NGS. DOWEL
INTO FOOTING w/30' LAP SPLICE (TYP. TH U -OUT)
SMOOTH STUCCO
BOTH SIDES AND CAP
8"x8' GONG. CAP
w/20SO CONT_
v
8' CMU. w/105 VERT.
GROUT CELL TYP.
05 VERT. REINF.
's ;=dcu c}=1 I
24'X12' CONT. GONG. FOOTING
w/3050 CONT. 4 1050 TRANSV. 648"O
GRAVEL DRIVEWAY
4'-6' CBS WALL -\
3'-0' SELF-CLOSING
AND LOCKING GATE
+-1.0'
ALUM. PICKET
FENCE
131 L.F. SWALE
SLU a3rb STREET
FENCE 5E CT I ON DETAIL I I I 11 =
2 3/411 _ ,1_/T11
1/2 GYPSUM BD. ON 1 x 2 SC/ I I
P.T. WOOD FURRING s 16' O.C.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB I 22'-2-
+10.2' NGVD I
FINISH FLOOR S' VARIES -
EXISTING GRADE
I I TIT=Tff=>Tf=1 I
+132' NGVD TITt im=1T TIT 1 ;= 1=Tfi , ` ' •.
12' I=1(1= I=TIT=T(f TIT TI 1=TIS=11 24'X12' CONT. CONC. FOOTING . •. :. 16 x8 GONG. CAP
(MIN.)=�=T __ m__� w/205-0 EA. WAY /C EQUIPMENT
I --f i -TI -T_ T lIf Ti -I r I,
T-1�-1T—I I I =1'=T�I�tIr 11 I� :' '• a L J
L - 2'
I=1=I 4050 VERTICAL LIJ I FIREP
=1II iiiTlilli r
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m__� ,:.;� ..}� : •:;' ^�•'. � � `�� AN LOCKING GATE `I J
I=�=1 ' .,. � , •? ' � � STI i I�
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SMOOTH STUCCO ° •.;f
1 F.F.E. +1 .2 NGVD
BOTH SIDES AND CAP —
16' GONG. BLOCKS I 1
0WALLJI 4 FILLED W/ CONCRETE
WALL 5E CT I O�II 1 .,:.,a,:, • I I
3/4 11—/T Il +
III -111=I I I-III=III-III=111=111 I I -III- .� �` :! I -I I El I I -I I I -I I I''I I I
I =1 -III=III=III '_0°
�—I—_LI f=1 Tlf--ITI=lT=1 I f= 16r�
ZONING INfORt-lAT f ON:
N III -III -III -III -III -i I I- . �" I III I
III- I 36'X12' CONT. GONG. FOOTING
ZONING: R5-3 °
I I I�I I •' ° I I II 1111
DRE w/5050 CONT. 4 1050 TRANSV. s48'O.C. GRAVEL
LOT AREA: 14
408 SC�.1=T.
III -II AY I
=11 f '....a•'
FLOOR I � ��� . =� •'--;-� �..-�Li
BUILDING COVERAGE: , ° ..•.•:
cHlc o BRICK I
85
DR°I -I-I I=11 E-1iE11=III=11=11=I=IIDOUBL BORDERFIR5T (30oo�:
I-ITI=111=I I I=1T1=1TI-ITI-1T1=1TI-1TI-1T1-11 I-1 I I
MA IN HOUSE = 3,(o42 SQ.1=T.
GARAGE = E�(o8 5Q.FT. 3 C®N�. I ECTION D E TA I L
COVERED WAL< = 111 5Q.FT.11_/TIl 10'-0' L
TOTAL = 4,321 5Q.FT. 1'0 COLD f� 1
SECOND FLOOR (41%) = 2,015 SQPT. WATER LINE-
AIC
INE A/C AREA: (53 FU)
1St. FLOOR = 2,622 SQ_1=T. NOTE: Ig LF. SWALE
2nd. FLOOR = 2,01 5Q.FT. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND
TOTAL = 4103-1 5Q_FT_ ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION VALE +1.0,
I1" (PERVIOUS AREA = 4,321 5Q.FT.
WATER METER
POOL AREA = 1,0ro 5 5Q -1=T.
TOTAL (31%') = F5,38r0 5Q.1=T. EXIST.
SIDEWALK
GREEN AREA (6O�o): 5,108 5Q.FT.
SETBACKS: REQ12. PROVID.
FRONT-. 251-011 351_011 LEGAL DESCRIPTION:
REAR: 2r51_011 2 5 I - Q 11 LOTS S 4 10, BLOC< 3, "AMENDED PLAT OF SEAVIEW PARK",
5 I D E 5: _T 1 _ 0 11 e I -111 1 I _011 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK Ii,
HEIGHT CTO t I AN HEIGHT 1 _ 11 PAGE SO, PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA
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3'-0' SELF-CLOSING
AND LOCKING GATE
85"1 5QFT.
UNOBSTRUCTED
4'0 (53 FU)
TO SEPTIC TANK
1350 ga I.
SEPTIC TANK
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SHEET: A-1
OF: 7
METAL SHINGLES ROOF
ON 1300 4 30 0 FELT PAPER
5/8' PLYWOOD SHEATHING
WOOD TRUSS BY MFR.
f, 2411 o.c. tsp.
R-30 FIBERGLASS
BATT INSULATION
1/2' DRYWALL
GYPSUM BD. ON 1' x 3"
WOOD FURRING a 16" O.C.
1'X3' P.T. FIRE STOP
PROVIDE 'USP" TAPR-218 ANCHOR
w/(12)106 NAILS TO TRUSS
8' x 12' CONCRETE TIE BEAM
W/(4) S BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DUROWALL Nob GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE I"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 I' x 2'
P.T. WOOD FURRING s 16' O.C.
WITH R-5 RIGID INSULATION
ro' CONCRETE SLAB (SEE STRUCT. DWG. )
►i
8' x 12' CONCRETE TIE BEAM='
WK4)05 BARS CONTINUOUS
8' C.M.U. WALL REINFORCED HORIZ. w/DU OWALL No.8 GALV.
TRU58 TYPE EVERY OTHER COURSE. PR VIDE 1050 GROUTED
a EITHER SIDE OF WINDOW 4 DOOR OPE NGS. DOWEL
INTO FOOTING w/30' LAP SPLICE (TYP. TH U -OUT)
SMOOTH STUCCO
BOTH SIDES AND CAP
8"x8' GONG. CAP
w/20SO CONT_
v
8' CMU. w/105 VERT.
GROUT CELL TYP.
05 VERT. REINF.
's ;=dcu c}=1 I
24'X12' CONT. GONG. FOOTING
w/3050 CONT. 4 1050 TRANSV. 648"O
GRAVEL DRIVEWAY
4'-6' CBS WALL -\
3'-0' SELF-CLOSING
AND LOCKING GATE
+-1.0'
ALUM. PICKET
FENCE
131 L.F. SWALE
SLU a3rb STREET
FENCE 5E CT I ON DETAIL I I I 11 =
2 3/411 _ ,1_/T11
1/2 GYPSUM BD. ON 1 x 2 SC/ I I
P.T. WOOD FURRING s 16' O.C.
WITH R-5 RIGID INSULATION
6' CONCRETE SLAB I 22'-2-
+10.2' NGVD I
FINISH FLOOR S' VARIES -
EXISTING GRADE
I I TIT=Tff=>Tf=1 I
+132' NGVD TITt im=1T TIT 1 ;= 1=Tfi , ` ' •.
12' I=1(1= I=TIT=T(f TIT TI 1=TIS=11 24'X12' CONT. CONC. FOOTING . •. :. 16 x8 GONG. CAP
(MIN.)=�=T __ m__� w/205-0 EA. WAY /C EQUIPMENT
I --f i -TI -T_ T lIf Ti -I r I,
T-1�-1T—I I I =1'=T�I�tIr 11 I� :' '• a L J
L - 2'
I=1=I 4050 VERTICAL LIJ I FIREP
=1II iiiTlilli r
I—III-I 403 TIES g 12'O.G. TYP. 3'-0 SELF-CLOSING
m__� ,:.;� ..}� : •:;' ^�•'. � � `�� AN LOCKING GATE `I J
I=�=1 ' .,. � , •? ' � � STI i I�
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SMOOTH STUCCO ° •.;f
1 F.F.E. +1 .2 NGVD
BOTH SIDES AND CAP —
16' GONG. BLOCKS I 1
0WALLJI 4 FILLED W/ CONCRETE
WALL 5E CT I O�II 1 .,:.,a,:, • I I
3/4 11—/T Il +
III -111=I I I-III=III-III=111=111 I I -III- .� �` :! I -I I El I I -I I I -I I I''I I I
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ZONING INfORt-lAT f ON:
N III -III -III -III -III -i I I- . �" I III I
III- I 36'X12' CONT. GONG. FOOTING
ZONING: R5-3 °
I I I�I I •' ° I I II 1111
DRE w/5050 CONT. 4 1050 TRANSV. s48'O.C. GRAVEL
LOT AREA: 14
408 SC�.1=T.
III -II AY I
=11 f '....a•'
FLOOR I � ��� . =� •'--;-� �..-�Li
BUILDING COVERAGE: , ° ..•.•:
cHlc o BRICK I
85
DR°I -I-I I=11 E-1iE11=III=11=11=I=IIDOUBL BORDERFIR5T (30oo�:
I-ITI=111=I I I=1T1=1TI-ITI-1T1=1TI-1TI-1T1-11 I-1 I I
MA IN HOUSE = 3,(o42 SQ.1=T.
GARAGE = E�(o8 5Q.FT. 3 C®N�. I ECTION D E TA I L
COVERED WAL< = 111 5Q.FT.11_/TIl 10'-0' L
TOTAL = 4,321 5Q.FT. 1'0 COLD f� 1
SECOND FLOOR (41%) = 2,015 SQPT. WATER LINE-
AIC
INE A/C AREA: (53 FU)
1St. FLOOR = 2,622 SQ_1=T. NOTE: Ig LF. SWALE
2nd. FLOOR = 2,01 5Q.FT. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND
TOTAL = 4103-1 5Q_FT_ ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION VALE +1.0,
I1" (PERVIOUS AREA = 4,321 5Q.FT.
WATER METER
POOL AREA = 1,0ro 5 5Q -1=T.
TOTAL (31%') = F5,38r0 5Q.1=T. EXIST.
SIDEWALK
GREEN AREA (6O�o): 5,108 5Q.FT.
SETBACKS: REQ12. PROVID.
FRONT-. 251-011 351_011 LEGAL DESCRIPTION:
REAR: 2r51_011 2 5 I - Q 11 LOTS S 4 10, BLOC< 3, "AMENDED PLAT OF SEAVIEW PARK",
5 I D E 5: _T 1 _ 0 11 e I -111 1 I _011 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK Ii,
HEIGHT CTO t I AN HEIGHT 1 _ 11 PAGE SO, PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA
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FENCE
3'-0' SELF-CLOSING
AND LOCKING GATE
85"1 5QFT.
UNOBSTRUCTED
4'0 (53 FU)
TO SEPTIC TANK
1350 ga I.
SEPTIC TANK
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