04-1270-001TAPL 14 'SEMCO' ANCHOR
W/ (6) 10 -d NAILS TO SEAT
t (11) 16 -d NAILS TO TRUSS
STUCCO ON METAL LATH
AND TAR PAPER
I'x8' T tG WOOD DECK 12
NAILED w/ (2) 10 -d NAILS 5�
EVERY TRUSS
GALVANIZED METAL DRIP EDGE
TO BE FAINTED
30.001 • ' • B.M.
w__ �
1'x4"
2x6 BLOCKING BETWEEN TRUSSES
W /3x10 VENTS w EVERY OTHER
SPACE BETWEEN TRUSSES
°USP' TA 12
3/4' STUCCO FINISH
TO BE PAINTED
21.08'
FINISH FLOOR
10.58'
FINISH FLOOR
FINISH GRADE
METAL SHINGLES ROOF
ON 90" t 30 " FELT PAPER
5/8' PLYWOOD SHEATHING
1/2' GYPSUM BD. ON V x 2' v IN
P.T. WOOD FURRING o I&' O.G. EXIST'. OAK
WITH R -5 RIGID INSULATION TO REMAIN
=1.0'
O
ro' CONCRETE SLAB (SEE 5TRUCT. DWG. )
EXIST. OAK
a' x 12' CONCRETE TIE BEAM TO REMAIN
W/(4/'5 BARS CONTINUOUS -0.1'
O
a' C.M.U. WALL REINFORCED HORIZ. w /DUROWALL No.a GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1"50 GROUTED
a EITHER SIDE OF WINDOW # DOOR OPENINGS. DOWEL
INTO FOOTING w /30' LAP SPLICE (TYP. THRU -OUT) 1ST. i
O BE
O
8
vo
't
1/2' GYPSUM BD. ON 1' x 2'
P.T. WOOD FURRING a 16' O.G.
WITH R -5 RIGID INSULATION
(o' CONCRETE SLAB \
IS T. TRE1
O REMAIN
101.51 O
24'X12' CONT. CONC. FOOTING
M
ZON INC3 INPORI„IAT I ON
P.
i���1�1 •s���- -��� - „,- ;.1`= i���1�1� ZONING: R5 -3
1 1 1 1 1 1 II I III I II I II I I�II��� I I I II I I I I I I� I III I II I II I II I I
LOT AREA: 18,240 SOOT,
TYPICAL WALL SECTION 51JIL.D INC-; COVERAGE;
1st. FLOOR = 41308 SOOT. (24%)
2nd. FLOOR = 2,421 50.1=T. OF ]at.
A/C AREA:
lat. FLOOR = 2!843 50,FT.
2nd. PLOOR = 2,110 SOOT.
T O T A L. = 5 X/ I Q.1= T. O 15 -T. MANJ
IMPERVIOUS AREA C3- i.�io): (o18 (oi 150PT, g 0' 1�EoAIN
SOIL STATEMENT :
50,PT.
1sT. MAID
WOOD TRU55 BY MFR
5ETE3ACK5.
O REMAIN
6 24' O.C. typ.
-ALL PLANT MATERIAL TO BE FLA. GRADE ONE OR BETTER.
O
2 5 I _ 0 it
SOIL @ THIS SITE IS SAND & ROCK
-ALL PLANT MATERIAL TO BE PLANTED AS PER STANDARD FLA. NURSERYMAN'S BEST PRACTICES.
R -30 FIBERGLASS
N
4(o l -1 °
GATT INSULATION
ADEQUATE TO SUPPORT THE DESIGN
Q
LOAD OF 2000 PSF. AFTER EXCAVATION A
1/2' DRYWALL
GYPSUM BD. ON V x 3'
SIGNED & SEALED LETTER WILL BE SUBMITTED
8'-01' 4 201 -011
WOOD FURRING a 16' O.C.
BY THE ARCHITECT OR THE ENGINEER
-SPK, SYSTEM TO MEET WITH ALL CO. CODES (GUARANTEED TO PROVIDE FULL COVERAGE).
15T, MA
MEAN OEIC-;HT OF ROOF: 25� -0
ATTESTING THAT THE SITE HAS BEEN
O REMAIN
2 5
1'X3' P.T. FIRE STOP
OBSERVED AND THE FOUNDATION
CONDITIONS ARE SIMILAR TO THOSE
PROVIDE 'USP' TAPR -218 ANCHOR
DESCRIBED ABOVE.
w /(12)10d NAILS TO TRUSS
Cc)
a' x 12' CONCRETE TIE BEAM
W/(4/'"5 BARS CONTINUOUS
^
a' C.M.U. WALL REINFORCED HORIZ. w /DUROWALL No.a GALV.
NEW FICUS HEDGE
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1050 GROUTED
w
112' O.C.
0 EITHER SIDE OF WINDOW t DOOR OPENINGS. DOWEL
O
INTO FOOTING w /30' LAP SPLICE (TYP. THRU -OUT)
1/2' GYPSUM BD. ON V x 2' v IN
P.T. WOOD FURRING o I&' O.G. EXIST'. OAK
WITH R -5 RIGID INSULATION TO REMAIN
=1.0'
O
ro' CONCRETE SLAB (SEE 5TRUCT. DWG. )
EXIST. OAK
a' x 12' CONCRETE TIE BEAM TO REMAIN
W/(4/'5 BARS CONTINUOUS -0.1'
O
a' C.M.U. WALL REINFORCED HORIZ. w /DUROWALL No.a GALV.
TRUSS TYPE EVERY OTHER COURSE. PROVIDE 1"50 GROUTED
a EITHER SIDE OF WINDOW # DOOR OPENINGS. DOWEL
INTO FOOTING w /30' LAP SPLICE (TYP. THRU -OUT) 1ST. i
O BE
O
8
vo
't
1/2' GYPSUM BD. ON 1' x 2'
P.T. WOOD FURRING a 16' O.G.
WITH R -5 RIGID INSULATION
(o' CONCRETE SLAB \
IS T. TRE1
O REMAIN
101.51 O
24'X12' CONT. CONC. FOOTING
M
ZON INC3 INPORI„IAT I ON
P.
i���1�1 •s���- -��� - „,- ;.1`= i���1�1� ZONING: R5 -3
1 1 1 1 1 1 II I III I II I II I I�II��� I I I II I I I I I I� I III I II I II I II I I
LOT AREA: 18,240 SOOT,
TYPICAL WALL SECTION 51JIL.D INC-; COVERAGE;
1st. FLOOR = 41308 SOOT. (24%)
2nd. FLOOR = 2,421 50.1=T. OF ]at.
A/C AREA:
lat. FLOOR = 2!843 50,FT.
2nd. PLOOR = 2,110 SOOT.
T O T A L. = 5 X/ I Q.1= T. O 15 -T. MANJ
IMPERVIOUS AREA C3- i.�io): (o18 (oi 150PT, g 0' 1�EoAIN
x
1ST. MWqp
O REMAIN
O
C-0
[ST. MA O REMAIN
0 1.5' O
�SCISt.
AVOCADO
TO R DIAIN
03.01
43' -2"
EXIST.,
TO BE
411.01
�65T. TREE
;) REMAIN
3.0' O
IF
i I
O A
YAL PAL
t I B1€'�REMO D
tt. SE P �0
7E REMO D
of 0 - _
11
15 i It,
0
2.51
EXferT.f= ALMETO
TO BE REMOVED
0 4.0'
-ALL LANDSCAPE AREAS LABELLED "SOD' TO BE ST. AUGUSTINE GRASS.
-ALL SHRUBS 4 GROUND COVER AREAS TO BE PLANTED ON (o " -a" E3ED OF PROCESSED
PLANTING SOIL: 50% MUCK, 50% SAND.
-ALL TREES 4 PALMS TO BE BACKFILLED W1 GOOD PLANTING SOIL.
-ALL TREES TO BE GUYED DOWN W1 #12 GAUGE WIRE (3 MIN. PER TREE AS PER 1' COLD
WATER LINE
BEST STANDARD NURSERY PRACTICE).
-ALL PALMS TO BE STALKED W1 A MIN. OF 3, 2x4's ACCORDING TO GOOD + -
STANDARD NURSERY PRACTICE. WATER METER
-ALL PLANT MATERIAL TO BE GUARANTEED FOR A PERIOD OF 90 DAYS.
-ALL PLANTING AREAS TO BE COVERED W/ A MIN. OF 2" CYPRESS MULCH.
-ALL PALMS TO RECEIVE ro TABLETS EACH OF AGRIFORM TABLETS.
-ALL SODED AREAS TO HAVE A MIN. OF 1" OF GOOD PLANTING SOIL.
-ALL LANDSCAPING WILL ADHERE TO DADE COUNTY CHAPTER 18A ORDINANCE 98.13. L.EC:sAL- DESCRIPTION:
THE EAST 125.00 FEET OF THE WEST 280.00 FEET, LESS THE SOUTH
L ,4NDSCAPINC 5PEC1E5-. 140.00 FEET THEREOF, TRACT 18, REVISED PLAT OF A PORTION OF
10 FICUS HEDGE (12' O.G.) THE AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORD11NIG 1`
20 ST. AUGUSTINE SOD PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 31 OF
THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. A/K /A LOTS 4,5
AND THE WEST (il( HALF) OF LOT &, BLOCK 18, AMENDED PLAT OF
PALM MIAMI HEIGHTS, ACCORDING To THE PLAT THEREOF, A5
RECORDED IN PLAT BOOK 25, PAGE 31 OF THE PUSCfiC- R�CORCS
OF DADE COUNTY, FLORIDA.
TO B
9 2.0'
r 15r.
O BE
a
A)
X1ST.
9 BE
RI VEWAY
r IST. COC
O REMAIN
00.11c
125' -0'
u
Q X I T. MM
E T. PALM T O REMAIN
TO AIN 1 O
t0
BE OVED
0'
40' - 0'
GREEN AREA (&23%)-, 11 /3-3
50,PT.
N. PALM 0
LANDSCAPE NOTES-
5ETE3ACK5.
REOT).
PROV'D.
-ALL PLANT MATERIAL TO BE FLA. GRADE ONE OR BETTER.
FRONT:
2 5 I _ 0 it
35 I _ 0 it
-ALL PLANT MATERIAL TO BE PLANTED AS PER STANDARD FLA. NURSERYMAN'S BEST PRACTICES.
REAR-
N
4(o l -1 °
-A FULLY AUTOMATIC SPK. SHALL BE PROVIDED BY OWNER TO BE HOOKD UP TO A SEPARATE
Q
00
d
WATER METER ALLOCATED FOR SPK. PURPOSES ONLY.
SIDES:
8'-01' 4 201 -011
81 -011 4 231 -011
-SPK, SYSTEM TO MEET WITH ALL CO. CODES (GUARANTEED TO PROVIDE FULL COVERAGE).
HEIGsHT (TO
MEAN OEIC-;HT OF ROOF: 25� -0
x
1ST. MWqp
O REMAIN
O
C-0
[ST. MA O REMAIN
0 1.5' O
�SCISt.
AVOCADO
TO R DIAIN
03.01
43' -2"
EXIST.,
TO BE
411.01
�65T. TREE
;) REMAIN
3.0' O
IF
i I
O A
YAL PAL
t I B1€'�REMO D
tt. SE P �0
7E REMO D
of 0 - _
11
15 i It,
0
2.51
EXferT.f= ALMETO
TO BE REMOVED
0 4.0'
-ALL LANDSCAPE AREAS LABELLED "SOD' TO BE ST. AUGUSTINE GRASS.
-ALL SHRUBS 4 GROUND COVER AREAS TO BE PLANTED ON (o " -a" E3ED OF PROCESSED
PLANTING SOIL: 50% MUCK, 50% SAND.
-ALL TREES 4 PALMS TO BE BACKFILLED W1 GOOD PLANTING SOIL.
-ALL TREES TO BE GUYED DOWN W1 #12 GAUGE WIRE (3 MIN. PER TREE AS PER 1' COLD
WATER LINE
BEST STANDARD NURSERY PRACTICE).
-ALL PALMS TO BE STALKED W1 A MIN. OF 3, 2x4's ACCORDING TO GOOD + -
STANDARD NURSERY PRACTICE. WATER METER
-ALL PLANT MATERIAL TO BE GUARANTEED FOR A PERIOD OF 90 DAYS.
-ALL PLANTING AREAS TO BE COVERED W/ A MIN. OF 2" CYPRESS MULCH.
-ALL PALMS TO RECEIVE ro TABLETS EACH OF AGRIFORM TABLETS.
-ALL SODED AREAS TO HAVE A MIN. OF 1" OF GOOD PLANTING SOIL.
-ALL LANDSCAPING WILL ADHERE TO DADE COUNTY CHAPTER 18A ORDINANCE 98.13. L.EC:sAL- DESCRIPTION:
THE EAST 125.00 FEET OF THE WEST 280.00 FEET, LESS THE SOUTH
L ,4NDSCAPINC 5PEC1E5-. 140.00 FEET THEREOF, TRACT 18, REVISED PLAT OF A PORTION OF
10 FICUS HEDGE (12' O.G.) THE AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORD11NIG 1`
20 ST. AUGUSTINE SOD PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 31 OF
THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. A/K /A LOTS 4,5
AND THE WEST (il( HALF) OF LOT &, BLOCK 18, AMENDED PLAT OF
PALM MIAMI HEIGHTS, ACCORDING To THE PLAT THEREOF, A5
RECORDED IN PLAT BOOK 25, PAGE 31 OF THE PUSCfiC- R�CORCS
OF DADE COUNTY, FLORIDA.
TO B
9 2.0'
r 15r.
O BE
a
A)
X1ST.
9 BE
RI VEWAY
r IST. COC
O REMAIN
00.11c
125' -0'
u
Q X I T. MM
E T. PALM T O REMAIN
TO AIN 1 O
t0
BE OVED
0'
40' - 0'
N. PALM 0
ED SWIMMING POOL
PAVERS ON SAND
d
N
VJ
POOL DECK
L/ CLUM
EM E
3 5'
EXIST. QUEEN PALM
TO REMAIN
o = 0.5'
//
EXI ROYAL PONCIANA
TO RELOCATED
0 1.2'
301-21
NEW FICUS HEDGE
t+12,O.C.
Z
0
MW
olf
M
M
Qa
0
J 0�
0_j
Co u-
�O
J �.
1LI
Z
00 O
U
�0
C)
w
U
LL _ - z
T � - - � O
REM D w
co
I
I vl
i w o CD
0
I � U
I u_
w
Lb
I r, w
23' -0' �/ w
- - oc
- "�P (50 FU)
I ---� v 1/8" SLOPE
0 TO SEPTIC TANK
00
{�
+ / / /
169 SF
UNOBSTRA / I Q (n
/// / / //A
0 NEW SEPTIC TANK/
I 1500 GALS.
ii 7 T7�T�'Tl� - 5 -0' Lo
[ST. TR / / /THERE ARE NO a
REMAI / / R
2 PERTINENT FEATURES ON /� APPROVED
/ Q ' 1
�rO /ADJACENT PROPERTY Permit t��
/ /O AC P2m
ROSS THE STREET/
I THAT MAY AFFECT THIS /� Bate: 1 v L�d �I •
INSTALLATION M e iami -Da, County Z
/ health Department Q 0
EXISTING SEPTIC TANK
TO / a � /� / O 835 / /// e D �c TA��® �lv-j -
'/I -� RAINNLD I o @ .
/ / �� UNOBSTRUCTED AREA / 1000 5F Q '
DRAINFIELD
1NSTA1,L_ +.Ay01 SLIGTJT1-1TJ LI `i7l I ',301L
IST. OA / UIIDFR L101 -TON1 OF D_i3� I' ii °r ' ✓
O REMAIN / INIVE T I=II =�� I,d�
0'9 B0I l t. I OF DR- I rT 11 i 1 ll r t; �� a� vo
.3
PER- RlETL'R C%:
AT LEAST 2.0 Y�k;'T' Va ID R ,kIN
PROPOSED AT3SUFLP1 iOt' b,;J 0 D../u'N 1 .ENCH
NUT 1ST. CO NUT IST. CO NUT
O REMAIN O REMAIN 0
I� O.a'0 0 1.5' O
125' -0'
IV ASPHALT PAVEMENT
ITE PLAN
�" 1 -0
11 - -
S.UJ, 02nd. STREET
- .'.�•�`►�. {fir'. {tP'�� SHEET
th
r
A -1
5
d
N
VJ
w
N
^ '
L ,
g
O
Q
00
d
U
p
r
(0
CL
Cc)
o
^
w
Lo
00
U
301-21
NEW FICUS HEDGE
t+12,O.C.
Z
0
MW
olf
M
M
Qa
0
J 0�
0_j
Co u-
�O
J �.
1LI
Z
00 O
U
�0
C)
w
U
LL _ - z
T � - - � O
REM D w
co
I
I vl
i w o CD
0
I � U
I u_
w
Lb
I r, w
23' -0' �/ w
- - oc
- "�P (50 FU)
I ---� v 1/8" SLOPE
0 TO SEPTIC TANK
00
{�
+ / / /
169 SF
UNOBSTRA / I Q (n
/// / / //A
0 NEW SEPTIC TANK/
I 1500 GALS.
ii 7 T7�T�'Tl� - 5 -0' Lo
[ST. TR / / /THERE ARE NO a
REMAI / / R
2 PERTINENT FEATURES ON /� APPROVED
/ Q ' 1
�rO /ADJACENT PROPERTY Permit t��
/ /O AC P2m
ROSS THE STREET/
I THAT MAY AFFECT THIS /� Bate: 1 v L�d �I •
INSTALLATION M e iami -Da, County Z
/ health Department Q 0
EXISTING SEPTIC TANK
TO / a � /� / O 835 / /// e D �c TA��® �lv-j -
'/I -� RAINNLD I o @ .
/ / �� UNOBSTRUCTED AREA / 1000 5F Q '
DRAINFIELD
1NSTA1,L_ +.Ay01 SLIGTJT1-1TJ LI `i7l I ',301L
IST. OA / UIIDFR L101 -TON1 OF D_i3� I' ii °r ' ✓
O REMAIN / INIVE T I=II =�� I,d�
0'9 B0I l t. I OF DR- I rT 11 i 1 ll r t; �� a� vo
.3
PER- RlETL'R C%:
AT LEAST 2.0 Y�k;'T' Va ID R ,kIN
PROPOSED AT3SUFLP1 iOt' b,;J 0 D../u'N 1 .ENCH
NUT 1ST. CO NUT IST. CO NUT
O REMAIN O REMAIN 0
I� O.a'0 0 1.5' O
125' -0'
IV ASPHALT PAVEMENT
ITE PLAN
�" 1 -0
11 - -
S.UJ, 02nd. STREET
- .'.�•�`►�. {fir'. {tP'�� SHEET
th
r
A -1
5