12-120-001G
a
2X8 WD FASCIA 4
1X2 PT NAILER 4
MTL GALV DRIP
CONC BE
1/2" PLYWD. /8d NAILS
65 "OCW 14'X16" —
5CRN VENTS Q 48 "OC
(MATCH EXI T)
12
3 MATCH
EXIST
2-011
OH 1
(MATCH EX) 1
ASPHALT SHINGLES ON 5/8" CDX
PLYWD SWTG W/ 8d NAILS e 4" OC
i� R30 INSULATION BETWEEN JST
1/2" GYP. BOARD CLG_ ON
2X8 WD JST 0 16 "OC
IX2PT FIRESTOP CONT
INSTALL MTL STRAP 6 EA JST
(SEE ROOF PLAN)
8 1IX12" CONC BM W /4,w5 BARS CONT 4
- 4*3 TIES ID 12" OC CORNERS 4
48" OC BALANCE
;1 PROVIDE 205 BARS X 5'L
1 CORNER BARS BENT 30" E.W.
1
11
1
WF16 = 16X12 GONG FTG W/ 2S
BARS CONT ON BRG SOIL
WALL SECTION 3/41V =1'- OVIIII
STUCCO
REMOVE EXIST
4" CONC. SLAB W/
• ► • ,
LICATED, USED, ••DISCLOSED WITHOUT
EXPRESS
:MICHAEL HURTAK ARCHITECT (c) 0►►
GONG BLK WALL
6X6 10/10 WWM ON
1
CAE,INET
4" CONC. SLAB W/
ON VISQUEEN ON
1
1/2" GYP BOARD ON 1X2 PT
959., COMPACT SAND FILL
FURRING 0 24 "OC W/
1■■■■■■■■■■
ON VISQUEEN ON
TERMITE POISON TREATED
Gl
1
PC
R =4.1 INSULATION
cA
+
8X8XI6 GONG BLK
Ix
TERMITE POISON TREATED
1
1
I
1
1
EX WFI6
3 -1/2" WOOD BASE
LADDER
TYPE No 8 BLK REINF
NEW FLOOR FINISH
- - --
EVERY
2nd COURSE 4" INTO TC
1
4" CONC. SLAB W/
L
T C>;
6X6 10/10 WWM ON
I
I
1
7T, --
--f6
-•
ON VISQUEEN ON
95% COMPACT SAND FILL
1
1
TERMITE POISON TREATED
1
1 i Imo=
FIN. FLOOR
F■
.
�
0
EXIST FIN. GRADE
11 1II
1
�t
;1 PROVIDE 205 BARS X 5'L
1 CORNER BARS BENT 30" E.W.
1
11
1
WF16 = 16X12 GONG FTG W/ 2S
BARS CONT ON BRG SOIL
WALL SECTION 3/41V =1'- OVIIII
"AW MIM
All
1:1 1 M Frm
SOIL STATEMENT
ENT
SAND AND ROCK SOIL CONDITIONS WERE
FOUND AT SITE WITH A BEARING CAPACITY
OF 2000 PSF. FOUNDATIONS HAVE BEEN
DESIGNED TO BEAR ON THIS CONDITION.
SHOULD CONTRACTOR UNCOVER CONDITIONS
FOREIGN TO THIS STATEMENT, HE SHALL
NOTIFY ARCHITECT AT ONCE, PRIOR TO
PROCEEDING WITH FURTHER WORK.
REMOVE E>
GONG BLK
6" STEP —
r
LIGHT
Flx-ruRE
■
MIRROR
■\■ COUNTER 4
■ SPLASH
LAV LAV
REMOVE EXIST
4" CONC. SLAB W/
• ► • ,
LICATED, USED, ••DISCLOSED WITHOUT
EXPRESS
:MICHAEL HURTAK ARCHITECT (c) 0►►
GONG BLK WALL
6X6 10/10 WWM ON
lmmmmmmmm
CAE,INET
4" CONC. SLAB W/
ON VISQUEEN ON
6X6 10/10 WWM ON
959., COMPACT SAND FILL
II
1■■■■■■■■■■
ON VISQUEEN ON
TERMITE POISON TREATED
Gl
95% COMPACT SAND FILL
PC
■■I
Ix
TERMITE POISON TREATED
I
TC
EX WFI6
■
--
- - --
L
T C>;
I
I
- - - -T�
7T, --
--f6
-•
�I
1
1
1
I
I a
1 i Imo=
SATi••-I
F■
rFI
I �a
11 1II
'01
I
I
-- - -
----
1L R ELLEV TO
--
I II II
L -
-- W - -
A
I-
TG
I
MATCH
EXIST FLR I
I
-2
■ -- FG
- -FC
I
■
10' -011 I tt
I
4
T
X
WF16
FIN FLR ELEV tTO
•
0-
um
MATCH EXIST
101
FLR
b" STEP — —
— —
J
`fit_
,,
1t
61_411
21_611
4,_211
.0
w
ol
$
4" CONC. SLAB
W/
,,
4
6X6 10/10 WWl"1 ON ;
9596 COMPACT SAND FILL 1
—CONC
SLAB
A -I
TE
151_611
.
"AW MIM
All
1:1 1 M Frm
SOIL STATEMENT
ENT
SAND AND ROCK SOIL CONDITIONS WERE
FOUND AT SITE WITH A BEARING CAPACITY
OF 2000 PSF. FOUNDATIONS HAVE BEEN
DESIGNED TO BEAR ON THIS CONDITION.
SHOULD CONTRACTOR UNCOVER CONDITIONS
FOREIGN TO THIS STATEMENT, HE SHALL
NOTIFY ARCHITECT AT ONCE, PRIOR TO
PROCEEDING WITH FURTHER WORK.
REMOVE E>
GONG BLK
6" STEP —
r
11111111111111111111111111II 1 1111111 W11111111111
Uj"A,
INSTALL (2 )SIMPSON H6 W/ 8 -8d NAILS
TO POST 4 8 -8d NAILS TO WD BM
AC DUCT
2X4 WD FRAMINGING 6 16" OC
4X4 WD PT WD POST
5/8' GYP. BOARD ON EA SIDE
INSTALL SIMPSON LTT205
111/10 -10d NAILS TO POST 4
5/8 "0 X 5 "L EXP BOLT TO CONC SLAB
ONG SLAB
JC FOOTING
ALL SECTION 3/4" =1'- oil
PROVIDE A CERTIFICATE OF COMPLIANCE TO BUILDING
DEPARTMENT BY LICENSED PEST CO THAT CONTAINS THE
FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A
COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND
LAWS ESTABLISHED BY FL DEPT OF AGRICULTURE 4 CONSUMER SERVICE
LEGEND
PC = 1 05 BAR VERT MAX 48110C
IN GONG FILLED
CONC BLOCK
TC = 8 X 12 CONC COLUMN W/
4 45 BAR VERT W/
03 TIES m 8" OC
TC12 ■ 8X12 GONG COLUMN W/
4 05 BAR VERT W/
#3 TIES is 8" OC
WFi6 = I&XI2- CONC FTG W/ 205
BARS CONT ON BRCS SOIL
EX WF16 = 16X10 GONG FTG W/ 2"5
BARS CONT ON BRG SOIL
TE . ■ 8X8 THICKEN BLAB EDGE W/
105 BAR CONT
LIGHT
Flx-ruRE
■
MIRROR
■\■ COUNTER 4
■ SPLASH
LAV LAV
4" CONC. SLAB W/
• ► • ,
LICATED, USED, ••DISCLOSED WITHOUT
EXPRESS
:MICHAEL HURTAK ARCHITECT (c) 0►►
,q
6X6 10/10 WWM ON
lmmmmmmmm
CAE,INET
A -1
ON VISQUEEN ON
959., COMPACT SAND FILL
II
1■■■■■■■■■■
TERMITE POISON TREATED
Gl
PC
■■I
I■■■■■■i■■■■
TC
PC
■
■I
L
!I
I
I
I
I=
�I
1
1
NEW
E
I
I a
1 i Imo=
SATi••-I
F■
I �a
11 1II
'01
-- - -
----
--
I II II
L -
-- W - -
I
- - -I
I-
TG
■ -- FG
- -FC
- -�
■
�
X
FIN FLR ELEV tTO
•
0-
um
MATCH EXIST
MAIN
FLR
11111111111111111111111111II 1 1111111 W11111111111
Uj"A,
INSTALL (2 )SIMPSON H6 W/ 8 -8d NAILS
TO POST 4 8 -8d NAILS TO WD BM
AC DUCT
2X4 WD FRAMINGING 6 16" OC
4X4 WD PT WD POST
5/8' GYP. BOARD ON EA SIDE
INSTALL SIMPSON LTT205
111/10 -10d NAILS TO POST 4
5/8 "0 X 5 "L EXP BOLT TO CONC SLAB
ONG SLAB
JC FOOTING
ALL SECTION 3/4" =1'- oil
PROVIDE A CERTIFICATE OF COMPLIANCE TO BUILDING
DEPARTMENT BY LICENSED PEST CO THAT CONTAINS THE
FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A
COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND
LAWS ESTABLISHED BY FL DEPT OF AGRICULTURE 4 CONSUMER SERVICE
LEGEND
PC = 1 05 BAR VERT MAX 48110C
IN GONG FILLED
CONC BLOCK
TC = 8 X 12 CONC COLUMN W/
4 45 BAR VERT W/
03 TIES m 8" OC
TC12 ■ 8X12 GONG COLUMN W/
4 05 BAR VERT W/
#3 TIES is 8" OC
WFi6 = I&XI2- CONC FTG W/ 205
BARS CONT ON BRCS SOIL
EX WF16 = 16X10 GONG FTG W/ 2"5
BARS CONT ON BRG SOIL
TE . ■ 8X8 THICKEN BLAB EDGE W/
105 BAR CONT
BATH ELEVA,'_
MR
DRYWAL
CEILING
i' MR
DRYWALL
FR/AAFETY
FKCLO
CER TILE
CURB
TIONS 3/8
WC
CER TILE -f
2 BASE 4 FLR
if = 1._ o..
n
n.
REMOVE DOOR 4 BLK IN k A -1
FIN TO MATCH EXIST 18' -6
if iZ19 -5° 124 SLI 6'_111
G 0155F FL PC
EXISTING WOOD DECK a0 FG ■ ■
I ;
6' -1011 1 I 1_011 1 1_Bt
REMOVE CONC BLK 4 REi" REMODEL I ` ! , 2 v
INSTALL 1
REMOVE CONIC BLK 4 36 XB0 XI -3/4 UTILITY �M Ti-i -
INSTALL 2 -36 X80 XI -3/4 " " " PC ■ REMOVE EXIST —
SC
M /GL DRS SC MTL CL DR CONC BLK WALL ; I 6 -8 CLG
T. VERIFY
1 -4" EXIST 2 SH D u WH AV
FC I PC _ FC
1 10 ■ - - ■ ■ ■ dJ
- - -- h i ROD 141 5HF 32"X50" Xl
HC WD DR
DW o o REMOVE EXIST ' Ti REMOVE WINDOW 4
SK PARTITION I GONG BLK WALL
I., 1 32" 80" XI -3/8"
M 0 Dj L H WD OR
r- G O II
EXIST REMODEL PlAt EXISTING EX15TING
DINING KITCHEN HO " BEDi ROM SEDiz001"f
i t - 11_611 t 41- tt t 10' -1011
11
70o,A i 4 ° -Stt 11
1=
PARTIN UNDER RE R W/ �A
COUNTER IC AK�
1_411 Bt 41_0"11 NEW tt
_= ___- _ - - -__- i - ------- -
4X4 W POST 4X4 WD POST n, X I ST
2 -4X4 POST OVE EXISTING -Cq',4ALL
B ARING PARTITION
B -
-I
EXISTING
N EXIST 1q,
AHU
LIVING XIST i3EDi�001I
15ATH
lap 0
lo X
REMOVE DOOR, WINDOW 4 O
GONG BLK WALL
TG _ TC
I �'�--- __� - - - --- _ - ■ dy
TG 11 TG
PC PC - EXIST 24 SH
;! REMOVE CONIC BLK t
— INSTALL 345H 1
N W
F0YE '
1
1
TC IN "TC, EXIST LIVING' AfREA
FC 2- 6 "X " XI -3/4" G f EXIST UTI� --�
1_btt SG MTL DR 2' -6" 3' - "1° , 1 EXIST
a NEW
EXIST
GONG SLAB 1 1
I
FLOOR P
NEW LIVING AREA
1/4 .. 1. o..
143 SF '
2
F lu R q 71
A `r
GENEfRAL NOTE5: _
I.DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITIONS, IN THE EVENT OF GON�LC:r, NO-1 6=r-
ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK
2.CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT
PROPER OPENINGS AND CHASES SHALL BE PROVIDED.
3ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING
FILL. FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED IN LAYERS OF NOT
MORE THAN 12" IN DEPTH AND 95go DENSITY AS PER ASTM PROCTOR
TEST OR MODIFIED PROCTOR TEST.
tt
4.CONCRETE SHALL HAVE A SLUMP OF 5 MAX. AND A MIN COMPRESSIVE STRENGTH
IN 28 DAYS AS FOLLOWS:
FOUNDATIONS AND SLABS ON GRADE 2500 PSI
COLUMNS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
FOUNDATIONS 3INCHES
COLUMNS 4 BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
5.REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTMI A615
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC WITH
A MIN. YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY A.C.I.
61LELDED WIRE FABRIC SHALL CONFORM TO ASTM A -105, DOUBLE
UJWF 36" EACH SIDE OF BEARING WALL AND 30" PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING.
"1. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM C2 10, TYPE M.
BALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200
PSI MIN UNLESS OTHERWISE SPECIFIED.
9.ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS, AND GIRDERS SHALL BE
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS TO TIE BEAM OF
BEARING PARTITIONS. LATERAL AND DIAGONAL BRACING TO COMPLY
WITH THE TRUSS PLATE INSTITUTE.
10ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
II.PROVIDE SIGNED 4 SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
121ZE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
14.51.155TITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT.
(ALL PRODUCTS AND MATERIALS TO HAVE PRODUCT CONTROL APPROVAL)
r 15ALL WORK SHALL BE IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE 4
d) " LOCAL ORDINANCES.
d
- REMOVE EXIST WDO
BLOCK IN - FIN TO "14,00'
r MATCH EXIST
cc
�r
ZAr EX
/
PC
REMOVE EXIST WDO
\` BLOCK IN - FIN TO
MATCH EXIST
OH ELECT SERVICE 0
(VERIFY LOCATION)
/! r
FC 9 ' EXISTING
Q WOOD DEr-f 0
Intl
PROPOSED
ADDITION
E 1 S Y
NNo&421 N
14' -10"
' OSE
NEW
g(p 1 SF GONG PATI I i'�} I REMOVE/REPLAGE 1050 GAL
4.•IJ , 1 SEPTIC TANK 4 3005F DRAIN FIELD
- -- -
'14.00' ! - - -- 20'�K,C.
E IST WA ER
SERVICE MIN I"
(VERIFY SIZE 4
LOCATION)
LEGEND
EXISTING PARTITION TO REMAIN
EXISTING MASONRY WALL TO REMAIN
2X4 WD STUDS Q 16" OC
W/5 /8" GYP. BOARD ON EA SIDE
BEARING PARTITION (SEE DETAIL)
7777777: 2X4 WD STUDS Q 24" OC
W/1/2" GYP. BOARD ON EA SIDE
� SW 64th COURT
SITE PLAN 1" = 20'- Oil
LEGAL DESGfRIFTION
LOT 11, BLOCK 12, COCOPLUM TERRACE ADDITION PART 4
PB 56, PG 82, MIAMI -DADE COUNTY, FLORIDA
I�
Revisions
Nv. Date Description
022812 SEPTIC TANK
LIGHT
Flx-ruRE
■
MIRROR
■\■ COUNTER 4
■ SPLASH
LAV LAV
• ► • ,
LICATED, USED, ••DISCLOSED WITHOUT
EXPRESS
:MICHAEL HURTAK ARCHITECT (c) 0►►
lmmmmmmmm
CAE,INET
BATH ELEVA,'_
MR
DRYWAL
CEILING
i' MR
DRYWALL
FR/AAFETY
FKCLO
CER TILE
CURB
TIONS 3/8
WC
CER TILE -f
2 BASE 4 FLR
if = 1._ o..
n
n.
REMOVE DOOR 4 BLK IN k A -1
FIN TO MATCH EXIST 18' -6
if iZ19 -5° 124 SLI 6'_111
G 0155F FL PC
EXISTING WOOD DECK a0 FG ■ ■
I ;
6' -1011 1 I 1_011 1 1_Bt
REMOVE CONC BLK 4 REi" REMODEL I ` ! , 2 v
INSTALL 1
REMOVE CONIC BLK 4 36 XB0 XI -3/4 UTILITY �M Ti-i -
INSTALL 2 -36 X80 XI -3/4 " " " PC ■ REMOVE EXIST —
SC
M /GL DRS SC MTL CL DR CONC BLK WALL ; I 6 -8 CLG
T. VERIFY
1 -4" EXIST 2 SH D u WH AV
FC I PC _ FC
1 10 ■ - - ■ ■ ■ dJ
- - -- h i ROD 141 5HF 32"X50" Xl
HC WD DR
DW o o REMOVE EXIST ' Ti REMOVE WINDOW 4
SK PARTITION I GONG BLK WALL
I., 1 32" 80" XI -3/8"
M 0 Dj L H WD OR
r- G O II
EXIST REMODEL PlAt EXISTING EX15TING
DINING KITCHEN HO " BEDi ROM SEDiz001"f
i t - 11_611 t 41- tt t 10' -1011
11
70o,A i 4 ° -Stt 11
1=
PARTIN UNDER RE R W/ �A
COUNTER IC AK�
1_411 Bt 41_0"11 NEW tt
_= ___- _ - - -__- i - ------- -
4X4 W POST 4X4 WD POST n, X I ST
2 -4X4 POST OVE EXISTING -Cq',4ALL
B ARING PARTITION
B -
-I
EXISTING
N EXIST 1q,
AHU
LIVING XIST i3EDi�001I
15ATH
lap 0
lo X
REMOVE DOOR, WINDOW 4 O
GONG BLK WALL
TG _ TC
I �'�--- __� - - - --- _ - ■ dy
TG 11 TG
PC PC - EXIST 24 SH
;! REMOVE CONIC BLK t
— INSTALL 345H 1
N W
F0YE '
1
1
TC IN "TC, EXIST LIVING' AfREA
FC 2- 6 "X " XI -3/4" G f EXIST UTI� --�
1_btt SG MTL DR 2' -6" 3' - "1° , 1 EXIST
a NEW
EXIST
GONG SLAB 1 1
I
FLOOR P
NEW LIVING AREA
1/4 .. 1. o..
143 SF '
2
F lu R q 71
A `r
GENEfRAL NOTE5: _
I.DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITIONS, IN THE EVENT OF GON�LC:r, NO-1 6=r-
ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK
2.CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT
PROPER OPENINGS AND CHASES SHALL BE PROVIDED.
3ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING
FILL. FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED IN LAYERS OF NOT
MORE THAN 12" IN DEPTH AND 95go DENSITY AS PER ASTM PROCTOR
TEST OR MODIFIED PROCTOR TEST.
tt
4.CONCRETE SHALL HAVE A SLUMP OF 5 MAX. AND A MIN COMPRESSIVE STRENGTH
IN 28 DAYS AS FOLLOWS:
FOUNDATIONS AND SLABS ON GRADE 2500 PSI
COLUMNS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
FOUNDATIONS 3INCHES
COLUMNS 4 BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
5.REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTMI A615
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC WITH
A MIN. YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY A.C.I.
61LELDED WIRE FABRIC SHALL CONFORM TO ASTM A -105, DOUBLE
UJWF 36" EACH SIDE OF BEARING WALL AND 30" PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING.
"1. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM C2 10, TYPE M.
BALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200
PSI MIN UNLESS OTHERWISE SPECIFIED.
9.ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS, AND GIRDERS SHALL BE
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS TO TIE BEAM OF
BEARING PARTITIONS. LATERAL AND DIAGONAL BRACING TO COMPLY
WITH THE TRUSS PLATE INSTITUTE.
10ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
II.PROVIDE SIGNED 4 SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
121ZE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
14.51.155TITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT.
(ALL PRODUCTS AND MATERIALS TO HAVE PRODUCT CONTROL APPROVAL)
r 15ALL WORK SHALL BE IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE 4
d) " LOCAL ORDINANCES.
d
- REMOVE EXIST WDO
BLOCK IN - FIN TO "14,00'
r MATCH EXIST
cc
�r
ZAr EX
/
PC
REMOVE EXIST WDO
\` BLOCK IN - FIN TO
MATCH EXIST
OH ELECT SERVICE 0
(VERIFY LOCATION)
/! r
FC 9 ' EXISTING
Q WOOD DEr-f 0
Intl
PROPOSED
ADDITION
E 1 S Y
NNo&421 N
14' -10"
' OSE
NEW
g(p 1 SF GONG PATI I i'�} I REMOVE/REPLAGE 1050 GAL
4.•IJ , 1 SEPTIC TANK 4 3005F DRAIN FIELD
- -- -
'14.00' ! - - -- 20'�K,C.
E IST WA ER
SERVICE MIN I"
(VERIFY SIZE 4
LOCATION)
LEGEND
EXISTING PARTITION TO REMAIN
EXISTING MASONRY WALL TO REMAIN
2X4 WD STUDS Q 16" OC
W/5 /8" GYP. BOARD ON EA SIDE
BEARING PARTITION (SEE DETAIL)
7777777: 2X4 WD STUDS Q 24" OC
W/1/2" GYP. BOARD ON EA SIDE
� SW 64th COURT
SITE PLAN 1" = 20'- Oil
LEGAL DESGfRIFTION
LOT 11, BLOCK 12, COCOPLUM TERRACE ADDITION PART 4
PB 56, PG 82, MIAMI -DADE COUNTY, FLORIDA
I�
Revisions
Nv. Date Description
022812 SEPTIC TANK
Lic. # AR0008374
' �U_
Aml
• ► • ,
LICATED, USED, ••DISCLOSED WITHOUT
EXPRESS
:MICHAEL HURTAK ARCHITECT (c) 0►►
lmmmmmmmm
II
1■■■■■■■■■■
■■I
I■■■■■■i■■■■
■I
•
0-
um
uj
0 z
1
LL
e
CO 0
Lic. # AR0008374
' �U_
Aml