PLANS AND SURVEYKEY:
CHAIN LINK FENCE
�i /1 WOOD FENCE
METAL FENCE
A - ARC CONC.- CONCRETE
At - AVENUE CT,- COURT
BLDG.- BUILDING D.M.E. - DRAINAGE AND
B.M.- BENCHMARK MAINTENANCE EASEMENT
C.- CURVE E.- EAST
C.B.- CATCH BASIN ENC.- ENCROACHMENT
C.B.S. - CONCCRETE BLOCESMT.- EASEMENT
STRUCTURE F.D.H. - FOUND DRILL HOLE
CH. - CHORD F.F.E.- FINISHED FLOOR
CH.B.- CHORD BEARING ELEVATION
CL- CLEAR F.I.P.- FOUND IRON PIPE
CA - CENTER UNE 0 - DIAMETER
1
MAP OF BOUNDARY SURVEY
0.50'
1.00' — ■
U1
W
PORTION OF k
LOT 7 (-!
O
O
O
W
PI
F.1.P, 1/2" m
(no cop)
ELEV.- ELEVATION
F.N.- FOUND NAIL
F.N.D.- FOUND NAIL & DISC
FT.- FEET
L.N.- LANE
MEAS.- MEASURE
MA- MONUMENT UNE
M /S- METAL SHED
N.- NORTH
No.- NUMBER
O.R.B.- OFFICIAL RECORDS BOOK
13.89'
+— 13.
BEARINGS ARE BASED ON AN ASSUMED MERIDIAN CA OF N F. 9ird ST BEARS 4R9'22'45 "1y
AS SHOWN IN PLAT BOOK it AT PAGE B1 MIAMI -DADE COUNTY, FLORIDA.
9' ---
COMBUSTIBLE
TANK
\\.\\ ;‘,)7 .'
v . \ A j7
v
\
17.65'
0.V.H.- OVERHANG
O.W. OVERHEAD WIRES
P.8.- PLAT BOOK
P.C.- POINT OF CURVATURE
P.0.8.- POINT OF BEGINNING
P.O.C.- POINT OF COMPOUND
CURVE
P.C.- PAGE
PKWY.- PARKWAY
PL- PLACE
SCALE : 1" = 20'
2.5
52.40'
INSIDE
POOL
ONE STORY C.B.S.
RES. # 1256 N.E. 93rd ST.
MIAMI SHORES, FL 33138
21.70'
100.00' S89'22'45 "E (LO cep)
P.C.P.- PERMANENT CONTROL POINT
P.O.C.- POINT OF COMMENCEMENT
P.R.M.- PERMANENT REFERENCED
MONUMENT
R.- RADIUS
RAD.- RADIAL
RD.- ROAD
REC.- RECORD
RES.- RESIDENCE
ROE.- RANGE
R/W.- RIGHT OF WAY
20.85'
csi
tr
13.30'
S. SOUTH
SEC. - SECTION
S.I.P.- SET IRON PIPE
S.N.D. - SET NAIL & DISC
SOUK.- SIDEWALK
T.- TANGENT
TERR.- TERRACE
TWP.- TOWNSHIP
U.E.- UTILITY EASEMENT
W.- WEST
W/F.- W000 FENCE
' - CENTRAL ANGLE
2
5.00'
2.5'
0
18.40'
PLANTER
+- 13,08'
(0
••
•
0.50'
-t'
p PORTION OF
/ Z LOT 8
i F.1.P, 1/2"
(no, cop)
OS
THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE
USE OF
THE ENTITLES NAMED HEREON AND THE CERTIFICATE
DOES NOT
EXTEND TO ANY UNNAMED PARTY,
CERTIFIED TO:
25' —4—
In
• ALBERTO JOSE PAPARONI
• CONTINENTAL TITLE COMPANY
• CHICAGO TITLE
• WORLD SAVING, ISAOA, ITS
SUCCESSORS, AND /OR ASSIGNS
DATE OF' FIELD SURVEY 07/15/02
FOR: ALBERTO JOSE PAPARONI
LOCATION SKETCH
SCALE 1" = 100'
25'
752 , 95 27
ORDER No.: 0207 -36
DATE' 07/17/02
REV'
t F.I.P
F.N.
N.E. 93rd S
350'
F.N.
LEGAL DESCRIPTION
LOT 7 LESS THE WESTERLY 25 FT & LOT 8 LESS THE EASTERLY 25 FT BLOCK 1
SUBDIVISION BAY LURE
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE
PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA.
RES. N° 1255 N.E. 93rd ST.
MIAMI SHORES, FL 33138
`FLOOD ZONE: AE COMMUNITY No. 120652 PANEL: 093 SUFFIX: J DATE OF FIRM: 7/17/95 BASE FLOOD: 9.00
EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING
THE PROPERTY. LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED
AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. UNDERGROUND
FOUNDATION AND UTILITIES NOT LOCATED.
' I �AL fi EE E. VENEGA. J
PROFESSIONAL SURVEYOR AND MAPPER No 3108
STATE OF FLORIDA
NOT VALID UNLESS SIGNED & EMBOSSED SEAL.
CARIBBEAN LAND SURVEYORS, INC.
3742 WEST 12th AVE. HIALEAH, FL 33012
TELEPHONE: (305) 824 -0040 FAX: (305) 824 -0038
E —MAIL: CARIBBEANSURVEY @AOL.COM
A74 9l
gV?/-0
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21 IV
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Application is hereby made for the approval of the detailed statement of the plans and specifications herewith subintted for r Cbe build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Vill age, Florida, and •al!. i.. of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulation of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
V
Owner's Name and Address
Registered Architect and /or Engin r
Name, and address of licensed contractor —_ t _� —
Locapon and legal I es�cri ti off lo e tp b t ;, 5
, r on 'I.2?" ' l .0 + � � „
- �.�✓ r Subdivision_
Street and Number where work is to be done
___ Remodeling__-- ______
cted of_ L.1 C __ Kind of foundatio
Estimated Total cost of improvements $
cubage required
Distance to net nearest building
Maximum live load to be borne by each floor
STATE OF 1LOruudt, k
peared
and who, being by me
of the above described
therein by thin . d tr
Permit No.__
Disapproved
(Sie ed )
Chninnnr
Member
Member
Council Approved
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT '
my sworn, upo
uction, that h
Building
( Sign
Date
•
No._ _ Street
/22S ATE. 3 7' /
c
Addition____ Repairs_
State work to be done and purpose of building (b floors)
✓�--• •
and for no other purpose.
No. of Stories___- -
oof0 ozvverng
ount of Permit $ / ` ''
�
Plan Cubage g3� 7 /
jize of Building Lot._ _ __.�__ 3 /
J
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be perform under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Mi=ami Shores Village.
Remarks
COUNTY OF DADE. ss`
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
deposes and says that he is the
efully read the foregoing application, and that he did sign the same, and that all facts
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
,19
_to me well known,
PLAN 'G BOARD _DATE
Member
Member
Member
Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship
'H-;'- ,. :
/ !'' t*cf,Ye/
c2")1;/ - r: O , ; , r
.
___
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ili,T f:)[---- . lit FT[i--- - - - -----..1- - - - .:--:". ---.7:1111fir
4
•
p1 _
_ S .::.:.
r. •
olies
• l{
5.� y.Y•.UI....Y
`, ...�.,
EXISTING POOL AND
— POOL DECK
EXISTING EXISTING EXISTING
WINDOW WINDOW WINDOW
REMOVE EXISTING WALL A/C UNIT
AND ELECTRIC SERVICE,
BLOCK IN OPENING AND =1NISH
TO MATCH ADJACENT FIN 'H
RIGHT SIDE ELEVATION
SCALE 1/8" = 1' -0"
EXISTING COLUMN
TO REMAIN
A19 -- '
T� IN
k5 0- 64-0)
-6 E REMOVE ALL EXISTING ADDITION
R�e� FROM FLOOR TO CEILING AT THIS AREA
Wi1(S, AND BRING UP TO ORIG CONDITION
�� PATCH, REPAIR AND FINISH AS NEEDED
1 itik A. (EXISTING ROOF AND STRUCTURE TO REMAIN).
� r A/ Ccnik oAA�
I o REAR ELEVATION
REMOVE EXISTING FRAME WALL - _------ - -___
AND REAR ELEVATION
ADDITION BEYOND
SEE
SCALE 1 /8" = 1' -0"
LEFT SIDE ELEVATION
SCALE 1 /8" =
EXISTING
GAR. DOOR
EXISTING
WINDOW
REMOVE EXISTING WINDOW,
BLOCK IN OPENING WITH 8"
CONC. BLOCK AND FINISH TO
MATCH ADJACENT
IT II.I�I II.
EXISTING POOL AND
POOL DECK
I
I
I
q I
I
4
EXISTING
WINDOW
FRONT ELEVATION
SCALE 1/8" = 1' -0"
EXISTING ROOF
(CEMENT TILE)
EXISTING ROOF
(CEMENT TILE)
+40 .81
-44 4:
EXISTING
BLOCK GRILLE
NEW
DOOR
TO REPLACE
EXISTING
EXISTING
WINDOW
ni
EXISTING POOL
PRIOR TO INSTALLATION CF ROUGH
ELECTRIC WIRING
CHECK NAMEPLATE DATA CF A/C
EQUIPMENT, HOT WATER HEATERS
AND OTHER EQUIPMENT TO OBTAIN
CORRECT WIRE SIZES AND
OVERCURRENT PROTECTION.
ADEQUATE SERVICE CAPACITY
Musr Be PROVIDED.
SUBJECT TO ELECTRICAL
INSPECTION.
1
. 9 -6"'
TOP ` OF BEAM
EL O' -0'
EXISTING FINISH FLOOR
N
O
EXISTING 48" CHAIN LI
FENCE AND GATE
12'- 0„
r
L
r-
L
New
Drivew
0
0
9' -0"
ay
Existing Pool
and Pool Deck
J
Existing One Story
CBS Residence
-
L-
�o sI_ Co i ,
REMOVE EXISTING POOL ENCLOSURE (FLAT MTL. OVER POOL)
EMPTY POOL, CLEAN AND PREPARE FOR NEW FINSIH.
PATCH AND REPAIR AS NEEDED.
FINISH POOL AND POOL DECK.
(FINISHES TO BE SELECTED BY OWNER)
L
VERIFY LOCATION OF
EX STING SEPT C SYSTEM SITE PLAN N of'N
75.0'
TOTAL A/C AREA
GARAGE
COVERED r 0
N.E. 93rd STREET
SEE ATTACHED SURVEY
SCALE: 1/8"=1'-0"
1,689.00 SF
329.00 SF
184.00 SF
LEGAL DESCRIPTION
LOT 4 LESS W. 25 FT. THEREOF AND W 25 FT. OF LOT 5
AS MEASSURED ALONG THE SOUTH LINE THEREOF,
BLOCK 1, BAY LURE SUB.
-
6
0
CD
m
0fl
1
Scale: AS SHOWN
Drown: GCH
Project: 0C2 -26
File: ITaShores
A -1
Architecture
U es Tigris
00
0<
CD
II
00
00
C I
- 6
Ire
i
1600 S. DIXIE HWY SUITE 301
BOCA RATON, FLORIDA 33432
Ph. 561 361.9787
Fax 561 361.9747
archodesign @bellsouth.net
Of Sheets
MTL. HORIZONTAL REINFORCEMENT
RUN INTO EXISTING SIDE WALLS. W/ 1/4" DIA.
TAP CON SCREWS ® MTL. LEGS W/ WASHERS
EVERY SECOND BLOCK ROW
WALL, SECTION
EXISTING T.B.
#5 DOWEL
#5 VERT. REBAR
® 48" O.C.
TIED TO DOWELS
#5 DOWEL
EXISTING
WINDOW SILL
SCALE 3/4 " =1' -0"
11
REMOVE EXISTING WINDOW,
BLOCK IN OPENING WITH 8"
CONC. BLOCK AND FINISH TO
MATCH ADJACENT
#5 DOWELS 24" LONG TO EXISTING BEAM AND SILL
® 48" O.C. - 8" EMBEDMENT MIN. W/ EPDXY
Existing
Dining
Existing
Kitchen
►J
ELEC.
PANEL
N
0
0
J
New
Driveway
o�
0
NEW 2868 S.C.
Existing
Garage
EXISTING SUNKEN CONC. SLAB (C
BE REMOVED AND REPLACE WITH
TO B
6" THICK CONCRETE SLAB ON GRADE
WITH 6 "x6 ": 10/10 W.W.M. PLACED AT
THE CENTER OF SLAB OVER A 6 -MIL.
VAPOR BARRIER OVER CHEMICALLY
TREATED SOIL COMPACTED TO
2500 PSI MIN.
i
6.4i! Cr?Attc f0 g€ '12cn.E9ANO
hLI.ef w ' ft? c ,j t E f" 9E /Ai1.F,P
EXISTING OOR
ELEV. +0' -0"
i
Existing
Living Room
4 EXISTING FLOOR
ELEV. +0' -0"
'REMOVE EXISTING DOOR
AND DOOR STEP BEHIND.
BLOCK IN OPENING,
PATCH AND FINISH TO
MATCH EXISTING
6" THICK CON1 ETE SLAB ON GRADE
WITH 6 "x6 ": 16/10 W.W.M. PLACED AT
THE CENTER OF4:SLAB OVER WELL COMPACTED
SOIL - 2500 F I MIN.
VERIFY LOCATI01 OF SEPTIC
SYSTEM DRAIN MELD
PRIOR TO INSTALLATION OF ROUGH
ELECTRIC VvI; ;LNG
CHECK NAMEPLATE DATA OF A/C
EQUIPMENT, HOT WATER HEATERS
AND OTHER EQUIPMENT TO OBTAIN
CORRECT WIRE SIZES AND
OVERCURRENT PROTECTION.
ADEQUATE SERVICE CAPACITY
MUST DE PROVIDED.
SUBJECT TO ELECTRICAL
INSPECTION.
RAISED FLOOR
ELFV.I !{ -1' -3"
II
11
Existin
ro13 u I* D , , ' _
if "e Addition
EXISTING FLOOR
ELEV. -0' -6" TO BE REMOVED
AV ' f
10" TREADS MIN.
istin
Sabana
Bath
EXISTING CONC.
WALK
SCALE 1/4" = 1' -0"
Existing
Bedroom
EXISTING FLOOR PLAN
Existing
Bedroom
REMOVE ALL EXISTING ADDITION
FROM FLOOR TO CEILING AT THIS AREA
AND BRING UP TO ORIGINAL CONDITION
PATCH, REPAIR AND FINISH AS NEEDED
(EXISTING ROOF AND STRUCTURE TO REMAIN)
VERIFY EXISTING BEARING STRUCTURE
BEAMS AND COLUMNS
REMOVE EXISTING WALL A/C UNIT
AND ELECTRICAL SERVICE •
BLOCK IN OPENING AND FINISH
TO MATCH ADJACENT FINISH
Wall Legend
5/8" GYP. BD. ON 1 -1/2" METAL
OR WD. FURRING STRIPS OVER
NEW 8" CONC. BLOCK WALL
STUCCO FINISH OVER
NEW 8" CONC. BLOCK WALL
5/8" GYP. BD.(EA. SIDE) ON
2x8 WD. STUDS 24" 0.0.
0
RE 0NS
n
0
0
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Dote: De'W 002
Scale: AS SHOWN
Drawn: GCH
P ' ;ect: 002 -26
F'le: MiaSnores
v>
cri
Lo
1
0
0
aRCilo
Architecture
!les Agri
Sheet:
A.-2
1600 S. DIXIE HWY SUITE 301
BOCA RATON, FLORIDA 33432
Ph. 561 361.9787
Fax 561 361.9747
archodesign gbel1south,
Of Sheets
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Lor 4 Ltd.-. W 11'.e.cef the `••••/ 2. oE Lot 5 c1S
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pMYY+NG N WMBER
KEY:
CHAIN LINK FENCE
�i /1 WOOD FENCE
METAL FENCE
A - ARC CONC.- CONCRETE
At - AVENUE CT,- COURT
BLDG.- BUILDING D.M.E. - DRAINAGE AND
B.M.- BENCHMARK MAINTENANCE EASEMENT
C.- CURVE E.- EAST
C.B.- CATCH BASIN ENC.- ENCROACHMENT
C.B.S. - CONCCRETE BLOCESMT.- EASEMENT
STRUCTURE F.D.H. - FOUND DRILL HOLE
CH. - CHORD F.F.E.- FINISHED FLOOR
CH.B.- CHORD BEARING ELEVATION
CL- CLEAR F.I.P.- FOUND IRON PIPE
CA - CENTER UNE 0 - DIAMETER
1
MAP OF BOUNDARY SURVEY
0.50'
1.00' — ■
U1
W
PORTION OF k
LOT 7 (-!
O
O
O
W
PI
F.1.P, 1/2" m
(no cop)
ELEV.- ELEVATION
F.N.- FOUND NAIL
F.N.D.- FOUND NAIL & DISC
FT.- FEET
L.N.- LANE
MEAS.- MEASURE
MA- MONUMENT UNE
M /S- METAL SHED
N.- NORTH
No.- NUMBER
O.R.B.- OFFICIAL RECORDS BOOK
13.89'
+— 13.
BEARINGS ARE BASED ON AN ASSUMED MERIDIAN CA OF N F. 9ird ST BEARS 4R9'22'45 "1y
AS SHOWN IN PLAT BOOK it AT PAGE B1 MIAMI -DADE COUNTY, FLORIDA.
9' ---
COMBUSTIBLE
TANK
\\.\\ ;‘,)7 .'
v . \ A j7
v
\
17.65'
0.V.H.- OVERHANG
O.W. OVERHEAD WIRES
P.8.- PLAT BOOK
P.C.- POINT OF CURVATURE
P.0.8.- POINT OF BEGINNING
P.O.C.- POINT OF COMPOUND
CURVE
P.C.- PAGE
PKWY.- PARKWAY
PL- PLACE
SCALE : 1" = 20'
2.5
52.40'
INSIDE
POOL
ONE STORY C.B.S.
RES. # 1256 N.E. 93rd ST.
MIAMI SHORES, FL 33138
21.70'
100.00' S89'22'45 "E (LO cep)
P.C.P.- PERMANENT CONTROL POINT
P.O.C.- POINT OF COMMENCEMENT
P.R.M.- PERMANENT REFERENCED
MONUMENT
R.- RADIUS
RAD.- RADIAL
RD.- ROAD
REC.- RECORD
RES.- RESIDENCE
ROE.- RANGE
R/W.- RIGHT OF WAY
20.85'
csi
tr
13.30'
S. SOUTH
SEC. - SECTION
S.I.P.- SET IRON PIPE
S.N.D. - SET NAIL & DISC
SOUK.- SIDEWALK
T.- TANGENT
TERR.- TERRACE
TWP.- TOWNSHIP
U.E.- UTILITY EASEMENT
W.- WEST
W/F.- W000 FENCE
' - CENTRAL ANGLE
2
5.00'
2.5'
0
18.40'
PLANTER
+- 13,08'
(0
••
•
0.50'
-t'
p PORTION OF
/ Z LOT 8
i F.1.P, 1/2"
(no, cop)
OS
THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE
USE OF
THE ENTITLES NAMED HEREON AND THE CERTIFICATE
DOES NOT
EXTEND TO ANY UNNAMED PARTY,
CERTIFIED TO:
25' —4—
In
• ALBERTO JOSE PAPARONI
• CONTINENTAL TITLE COMPANY
• CHICAGO TITLE
• WORLD SAVING, ISAOA, ITS
SUCCESSORS, AND /OR ASSIGNS
DATE OF' FIELD SURVEY 07/15/02
FOR: ALBERTO JOSE PAPARONI
LOCATION SKETCH
SCALE 1" = 100'
25'
752 , 95 27
ORDER No.: 0207 -36
DATE' 07/17/02
REV'
t F.I.P
F.N.
N.E. 93rd S
350'
F.N.
LEGAL DESCRIPTION
LOT 7 LESS THE WESTERLY 25 FT & LOT 8 LESS THE EASTERLY 25 FT BLOCK 1
SUBDIVISION BAY LURE
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE
PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA.
RES. N° 1255 N.E. 93rd ST.
MIAMI SHORES, FL 33138
`FLOOD ZONE: AE COMMUNITY No. 120652 PANEL: 093 SUFFIX: J DATE OF FIRM: 7/17/95 BASE FLOOD: 9.00
EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING
THE PROPERTY. LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED
AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. UNDERGROUND
FOUNDATION AND UTILITIES NOT LOCATED.
' I �AL fi EE E. VENEGA. J
PROFESSIONAL SURVEYOR AND MAPPER No 3108
STATE OF FLORIDA
NOT VALID UNLESS SIGNED & EMBOSSED SEAL.
CARIBBEAN LAND SURVEYORS, INC.
3742 WEST 12th AVE. HIALEAH, FL 33012
TELEPHONE: (305) 824 -0040 FAX: (305) 824 -0038
E —MAIL: CARIBBEANSURVEY @AOL.COM
A
6.4)0_,,D
12:10"x - b"
A3k 4 v.bIt
05 41:44":, sr . A
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Qs:90r rzxt-.5s .%
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x/31♦ -�_:
v4a
13 S2-4
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith subintted for r Cbe build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Vill age, Florida, and •al!. i.. of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulation of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
V
Owner's Name and Address
Registered Architect and /or Engin r
Name, and address of licensed contractor —_ t _� —
Locapon and legal I es�cri ti off lo e tp b t ;, 5
, r on 'I.2?" ' l .0 + � � „
- �.�✓ r Subdivision_
Street and Number where work is to be done
___ Remodeling__-- ______
cted of_ L.1 C __ Kind of foundatio
Estimated Total cost of improvements $
cubage required
Distance to net nearest building
Maximum live load to be borne by each floor
STATE OF 1LOruudt, k
peared
and who, being by me
of the above described
therein by thin . d tr
Permit No.__
Disapproved
(Sie ed )
Chninnnr
Member
Member
Council Approved
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT '
my sworn, upo
uction, that h
Building
( Sign
Date
•
No._ _ Street
/22S ATE. 3 7' /
c
Addition____ Repairs_
State work to be done and purpose of building (b floors)
✓�--• •
and for no other purpose.
No. of Stories___- -
oof0 ozvverng
ount of Permit $ / ` ''
�
Plan Cubage g3� 7 /
jize of Building Lot._ _ __.�__ 3 /
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I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be perform under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Mi=ami Shores Village.
Remarks
COUNTY OF DADE. ss`
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
deposes and says that he is the
efully read the foregoing application, and that he did sign the same, and that all facts
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
,19
_to me well known,
PLAN 'G BOARD _DATE
Member
Member
Member
Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship
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EXISTING POOL AND
— POOL DECK
EXISTING EXISTING EXISTING
WINDOW WINDOW WINDOW
REMOVE EXISTING WALL A/C UNIT
AND ELECTRIC SERVICE,
BLOCK IN OPENING AND =1NISH
TO MATCH ADJACENT FIN 'H
RIGHT SIDE ELEVATION
SCALE 1/8" = 1' -0"
EXISTING COLUMN
TO REMAIN
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T� IN
k5 0- 64-0)
-6 E REMOVE ALL EXISTING ADDITION
R�e� FROM FLOOR TO CEILING AT THIS AREA
Wi1(S, AND BRING UP TO ORIG CONDITION
�� PATCH, REPAIR AND FINISH AS NEEDED
1 itik A. (EXISTING ROOF AND STRUCTURE TO REMAIN).
� r A/ Ccnik oAA�
I o REAR ELEVATION
REMOVE EXISTING FRAME WALL - _------ - -___
AND REAR ELEVATION
ADDITION BEYOND
SEE
SCALE 1 /8" = 1' -0"
LEFT SIDE ELEVATION
SCALE 1 /8" =
EXISTING
GAR. DOOR
EXISTING
WINDOW
REMOVE EXISTING WINDOW,
BLOCK IN OPENING WITH 8"
CONC. BLOCK AND FINISH TO
MATCH ADJACENT
IT II.I�I II.
EXISTING POOL AND
POOL DECK
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EXISTING
WINDOW
FRONT ELEVATION
SCALE 1/8" = 1' -0"
EXISTING ROOF
(CEMENT TILE)
EXISTING ROOF
(CEMENT TILE)
+40 .81
-44 4:
EXISTING
BLOCK GRILLE
NEW
DOOR
TO REPLACE
EXISTING
EXISTING
WINDOW
ni
EXISTING POOL
PRIOR TO INSTALLATION CF ROUGH
ELECTRIC WIRING
CHECK NAMEPLATE DATA CF A/C
EQUIPMENT, HOT WATER HEATERS
AND OTHER EQUIPMENT TO OBTAIN
CORRECT WIRE SIZES AND
OVERCURRENT PROTECTION.
ADEQUATE SERVICE CAPACITY
Musr Be PROVIDED.
SUBJECT TO ELECTRICAL
INSPECTION.
1
. 9 -6"'
TOP ` OF BEAM
EL O' -0'
EXISTING FINISH FLOOR
N
O
EXISTING 48" CHAIN LI
FENCE AND GATE
12'- 0„
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New
Drivew
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9' -0"
ay
Existing Pool
and Pool Deck
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Existing One Story
CBS Residence
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�o sI_ Co i ,
REMOVE EXISTING POOL ENCLOSURE (FLAT MTL. OVER POOL)
EMPTY POOL, CLEAN AND PREPARE FOR NEW FINSIH.
PATCH AND REPAIR AS NEEDED.
FINISH POOL AND POOL DECK.
(FINISHES TO BE SELECTED BY OWNER)
L
VERIFY LOCATION OF
EX STING SEPT C SYSTEM SITE PLAN N of'N
75.0'
TOTAL A/C AREA
GARAGE
COVERED r 0
N.E. 93rd STREET
SEE ATTACHED SURVEY
SCALE: 1/8"=1'-0"
1,689.00 SF
329.00 SF
184.00 SF
LEGAL DESCRIPTION
LOT 4 LESS W. 25 FT. THEREOF AND W 25 FT. OF LOT 5
AS MEASSURED ALONG THE SOUTH LINE THEREOF,
BLOCK 1, BAY LURE SUB.
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Scale: AS SHOWN
Drown: GCH
Project: 0C2 -26
File: ITaShores
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Architecture
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1600 S. DIXIE HWY SUITE 301
BOCA RATON, FLORIDA 33432
Ph. 561 361.9787
Fax 561 361.9747
archodesign @bellsouth.net
Of Sheets
MTL. HORIZONTAL REINFORCEMENT
RUN INTO EXISTING SIDE WALLS. W/ 1/4" DIA.
TAP CON SCREWS ® MTL. LEGS W/ WASHERS
EVERY SECOND BLOCK ROW
WALL, SECTION
EXISTING T.B.
#5 DOWEL
#5 VERT. REBAR
® 48" O.C.
TIED TO DOWELS
#5 DOWEL
EXISTING
WINDOW SILL
SCALE 3/4 " =1' -0"
11
REMOVE EXISTING WINDOW,
BLOCK IN OPENING WITH 8"
CONC. BLOCK AND FINISH TO
MATCH ADJACENT
#5 DOWELS 24" LONG TO EXISTING BEAM AND SILL
® 48" O.C. - 8" EMBEDMENT MIN. W/ EPDXY
Existing
Dining
Existing
Kitchen
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ELEC.
PANEL
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New
Driveway
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NEW 2868 S.C.
Existing
Garage
EXISTING SUNKEN CONC. SLAB (C
BE REMOVED AND REPLACE WITH
TO B
6" THICK CONCRETE SLAB ON GRADE
WITH 6 "x6 ": 10/10 W.W.M. PLACED AT
THE CENTER OF SLAB OVER A 6 -MIL.
VAPOR BARRIER OVER CHEMICALLY
TREATED SOIL COMPACTED TO
2500 PSI MIN.
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hLI.ef w ' ft? c ,j t E f" 9E /Ai1.F,P
EXISTING OOR
ELEV. +0' -0"
i
Existing
Living Room
4 EXISTING FLOOR
ELEV. +0' -0"
'REMOVE EXISTING DOOR
AND DOOR STEP BEHIND.
BLOCK IN OPENING,
PATCH AND FINISH TO
MATCH EXISTING
6" THICK CON1 ETE SLAB ON GRADE
WITH 6 "x6 ": 16/10 W.W.M. PLACED AT
THE CENTER OF4:SLAB OVER WELL COMPACTED
SOIL - 2500 F I MIN.
VERIFY LOCATI01 OF SEPTIC
SYSTEM DRAIN MELD
PRIOR TO INSTALLATION OF ROUGH
ELECTRIC VvI; ;LNG
CHECK NAMEPLATE DATA OF A/C
EQUIPMENT, HOT WATER HEATERS
AND OTHER EQUIPMENT TO OBTAIN
CORRECT WIRE SIZES AND
OVERCURRENT PROTECTION.
ADEQUATE SERVICE CAPACITY
MUST DE PROVIDED.
SUBJECT TO ELECTRICAL
INSPECTION.
RAISED FLOOR
ELFV.I !{ -1' -3"
II
11
Existin
ro13 u I* D , , ' _
if "e Addition
EXISTING FLOOR
ELEV. -0' -6" TO BE REMOVED
AV ' f
10" TREADS MIN.
istin
Sabana
Bath
EXISTING CONC.
WALK
SCALE 1/4" = 1' -0"
Existing
Bedroom
EXISTING FLOOR PLAN
Existing
Bedroom
REMOVE ALL EXISTING ADDITION
FROM FLOOR TO CEILING AT THIS AREA
AND BRING UP TO ORIGINAL CONDITION
PATCH, REPAIR AND FINISH AS NEEDED
(EXISTING ROOF AND STRUCTURE TO REMAIN)
VERIFY EXISTING BEARING STRUCTURE
BEAMS AND COLUMNS
REMOVE EXISTING WALL A/C UNIT
AND ELECTRICAL SERVICE •
BLOCK IN OPENING AND FINISH
TO MATCH ADJACENT FINISH
Wall Legend
5/8" GYP. BD. ON 1 -1/2" METAL
OR WD. FURRING STRIPS OVER
NEW 8" CONC. BLOCK WALL
STUCCO FINISH OVER
NEW 8" CONC. BLOCK WALL
5/8" GYP. BD.(EA. SIDE) ON
2x8 WD. STUDS 24" 0.0.
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Architecture
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1600 S. DIXIE HWY SUITE 301
BOCA RATON, FLORIDA 33432
Ph. 561 361.9787
Fax 561 361.9747
archodesign gbel1south,
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