FW-18-1635{
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
■
Issue Da
Permit NO. FW-6-18-1635
Permit Type: Fence Mall
Work Classification: Wood Fence
Permit Status: APPROVED
412018
Expiration: 12/11/2018
Parcel Number
Applicant
33 NW 98 Street
Miami Shores, FL 33138-
1131010330150
Block: Lot:
JEFFREY & MARIA STEAD
Owner Information
Address
Phone
Cell
JEFFREY & MARIA STEAD
33 NW 98 Street
MIAMI SHORES FL 33150-
(786)295-6812
33 NW 98 Street
MIAMI SHORES FL 33150-
Contractor(s)
SAMADA FENCE INC
Phone Cell Phone
(305)720-6344 (954)559-4355
Valuation:
Total Sq Feet:
$ 5,595.00
176
Approved:
Comments:
Date Approved: :
Date Denied:
Type of Construction: Wood Fence
Classification: Residential
Additional Info: WOOD FENCE BOARD ON BOARD E
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
P&Z Review Fee
Permit Fee - Wire & Wood
Scanning Fee
Technology Fee
Amount
$3.60
$2.64
$2.00
$1.20
$35.00
$176.00
$9.00
$4.80
Total: $234.24
Pay Date Pay Type Amt Paid Amt Due
Invoice # FW-6-18-67930
06/14/2018 Credit Card $ 234.24 $ 0.00
{
Available Inspections:
Inspection Type:
Final
Foundation
Review Building
Review Planning
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assu • - responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRIC , LUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFID IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction a z• ,;un, . Futhermore, I authorize the above -named contractor to do the work stated.
A
Building
Owner / Applicant / Contractor / Agent
epartment Copy
June 14, 2018
Date
June 14, 2018
1
I.
BUILDING
B
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 1?
Master Permit No. 42t1&j 03 - i.L3S
UN
\TED
018
Miami Shores Village
Building Department
PERMIT APPLICATION Sub Permit No.
WI BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: %33 dU W Ig SI
City: Miami Shores County: Miami Dade Zip: 33) S a
Folio/Parcel#: 11- ij t' — (7,33— b I SO Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Te. -i'- L4 &)eQd Phone#: 305-go
Address: 33 IOW 616 5'
City: LA.\ CVmk Slr� oYi55 State: -FL Zip: 3o 12
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Shiro tt t -Fen G2 Phone#: qe5(,1‘ c59(13_51^
Address: I lb 31 gT
City: AlCi. (Atah ,^ A State: "I [� Zip: 33012.
Qualifier Name: .�'L.�► A O\O r cI,'k,(GLGL Phone#: 30<S 2c2G3t,,y
State Certification or Registration #: Certificate of Competency #: // E35a 03 4n-
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ SS-9 S. to 0 Square/Linear Footage of Work: t3-€, /
Type of Work: ❑ Addition [ Alteration ❑ New ❑ Repair/Replace�/❑ Demolition
Description of Work: W 0 0d I -en ( (/j0 eii OMloo6rOl (0' {')((9li ,.....3
8 of c, S 'kV tA) O(e
Specify color of color thru tile: Submittal Fee $ Permit Fee $ 17II CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ 2,34. . 2.4
(Revised02/24/2014) P; 35
ij
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signaturer
OWNER or AGENT
Signature
CONTRACTOR
4
'The foregoing instrument was acknowledged before me this The foregoing instr ment was acknowledged before me this
31 day of
, who is personally known to
, 20 y , by
me or wo has produced -17 —
' identification and who did take an oath.
`NOTARY PUBLIC:
Sign:
Print:
Seal:
as
ery'via
Expires: July 17, 2018
IttttBonded thru Aaron Notary
APPROVED BY
day of , 20 / , by
, who is persgiall.ylno4vn to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
Plans Examiner
(1✓
Nery Avila
Commission # FF 136164
Expires: July 17, 2018
Bonded thru Aaron Notary
as
######******## ***************
Zoning
(Revised02/24/2014)
Structural Review Clerk
Property Search Application - Miami -Dade County
Summary Report
Property Information
Folio:
11-3101-033-0150
Property Address:
33 NW 98 ST
Miami Shores, FL 33150-1736
Owner
JEFFREY STEAD
MARIA STEAD
Mailing Address
33 NW 98 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
2 / 1 / 0
Floors
1
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
1,580 Sq.Ft
Lot Size
7,650 Sq.Ft
Year Built
1951
Assessment Information
Year
2018
2017
2016
Land Value
$168,558
$168,558
$168,558
Building Value
$137,317
$118,277
$118,564
XF Value
$34,078
$34,440
$34,803
Market Value
$339,953
$321,275
$321,925
Assessed Value
$297,941
$198,846
$194,757
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$122,429
$127,168
Portability
Assessment
Reduction
$42,012
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 6 PB 10-39
LOT 22 & E1/2 LOT-21 BLK 128
LOT SIZE 75.000 X 102
nR 7mmn_1704 19 9nn1 d
https://www.miamidade.gov/propertysearch/
Page 1 of 2
Generated On : 6/14/
Taxable Value Information
2018! 2017
2
County
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$247,941
$148,846
$144.
School Board
Exemption Value
$25,000
$25,000
$25.
Taxable Value
$272,941
$173,846
$169.
City
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$247,941
$148,846
$144.
Regional
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$247,941
$148,846
$144
Sales Information
Previous
Sale
Price
OR Book -
Pa a
9
Qualification Description
07/14/2017
$435,000
30637-
2562
Qual by exam of deed
09/27/2011
$100
27965-
3026
Corrective, tax or QCD; min
consideration
12/01/2001
$0
20070-
1794
Sales which are disqualified as a resi
of examination of the deed
09/01/2000
$118,000
19311
0578
Sales which are qualified
6/14/2018
ANi
4 0%
li(),Q4P
6cia-4
LOT 6
BLOCK 1 28
r
I � \ tt"
3
F.I.R. 1/2"
0' 10' 20'
M
REMAINDER OF Cr 1
LOT 21 10.13'
BLOCK 128 10i'x3'
fe) AC
• 0.6
0 I AC
r- , 0.4
0.18'1 0
E 25' OF
LOT 21
BLOCK 128
F.LP. 1/2"
Q
M
I
o)
C9
1.70'
N
'
N
froronsofffela
Fences Good Side Out, The vertical and horizontal
supporting members of a fence shall face the
interior of tho pot on Which the fence Is
and the finished side shall face the .,
'ot or any abutting 9 right-of-way.
LOT 5
BLOCK 128
10 1 ASPHALT PAVEMENT o
75.00' (R&M)
20.40'
0.0'
CONC
DRIVE
10.0' N
1n
FENCES, WALLS, HEDGES
INSTALLED ON ALOY MUST
ALLOW 40 SQ. F'. FOR
TRASH CANS, TREE TRIMMINGS, ETC.
20.0'
34.00'
0 13.70'
N
ad
LOT 22
BLOCK 128 0
ONE STORY
RESIDENCE
# 33
PL 2'
TILE
0
20.75'
20.85'
-STEPS
19.0
7N.50M )
75.00' (R)
10.0' 5.5' b
0
0
N
of
'0.
11.0'
4)O
cy
19.0'
0
CV
5' CSW
23.30' PARKWAY
75' RIGHT—OF—WAY (BY PLAT)
• • 18.90'.t ASPHALT PAVEMENT
NW. 98th STREET .
16.0'
l 6-1 ()3 s
Lit 0
BASIS OF BEARING
145.00'
F.I.R. (1/2" •..•.'
(4,,4‘.1.5' W) •-••
• • •
•
•••• • •
• •
•.•. •
• - --
.
.• ••. • . •.a•
.25.A:. • •
• • .
• •
•
••
-•. •.
•
•
• •
.•
•
•
•
OINTS OF INTEREST:
ENCES CROSS LOT LINES.
MAP OF BOUNDARY SURVEY
Property Address:
33 NW 98 ST
MIAMI SHORES, FL 33150
nlineLand
SU!WFV xaS.INC.
15271 NW 60 AVE, Suite 206
Miami Lakes, FL 33014
www.OnlineLandSurveyors. Com
SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" IS A TRUE
AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS
COMPLIES IMTH THE MINIMUM TECHNICAL STANDARDS, AS SET FORTH BY THE STATE OF
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPER 1N CHAPTER 5J-17.051, FLORIDA
ADMINISTRATIVE CODE PUQSUANT To SEC 11(j( 472.027, FLORIDA STATUTES,
No. 5101
FTM!r 0
SIGNED
^IIRVEY�
MIGUEL ESPINOSA
STATE OF FLORIDA
FOR THE FIRM
P.S.M. No. 5101
NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED
ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER.
Survey Date:6/22/2017 Survey Code:O-34965
Page 1 of 2 Not valid without all pages.
-_.,cos Goon'~'«°.t;..Y�RAr1r��O „e-tta! hc,7 ..,
, .. � 4JVJ 4 ..v �:.... Illy r ,� .. I IIv.L,.
supporting members of a fence shall face t
interior of the plot on wncch the fence s locat
and the finished side shall race the adjoinil
lot or any abutting right-of-way.
LOCATION MAP N.T.S.
PROPERTY FRONT VIEW
CERTIFIED TO:
JEFFREY A. STEAD & MARIA S. STEAD
LAURA BOURNE BURKHALTER, P.A.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
ATTORNEYS TITLE FUND SERVICES, LLC
PREFERRED MORTGAGE BANKERS, LLC
ITS'SUCCESSORS AND/OR ASSIGNS AS THEIR
INTEREST MAY APPEAR.
FLOOD INFORMATION:
Community Number: VILLAGE OF MIAMI SHORES
120652
Panel Number: 12086C0302L
Suffix: L
Date of Firm Index: 9/11/2009
Flood Zone: X
Base Flood Elevation: N/A
Date of Survey: 6/22/2017
LEGAL DESCRIPTION: LOT 22 AND THE EAST 1/2 OF LOT 21, BLOCK 128, OF MIAMI SHORES SECTION NO. 6,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 39, OF THE PUBLIC RECORDS OF
MIAMI-DADE COUNTY, FLORIDA.
-�� PROPERTY UNE
I J STRUCTURE
//// /./
CONC. BLOCK WALL
CHAIN -LINK or WIRE FENCE
WOOD FENCE
IRON FENCE
LASLMLNI
CENTER UNE
WOOD DECK
CONCRETE
ASPHALT
BRICK/TILE
WATER
APPROXIMATE EDGE OF WATER
COVERED AREA
GENERAL NOTES:
P.P.
C.B.
C.U.E.
END. OR F
LB#
LS#
CALC
SET
♦
■
ELEV
P.T.
P.C.
P.R.M.
P.C.C.
P.R.C.
P.O.B.
P.O.C.
P.C.P.
M
P
D
C
Surveyor's Legend
TREE
POWER POLE
CATCH BASIN
COUNTY UTIUTY ESMT.
INGRESS/ FGRESY ESMT.
FOUND IRON PIPE/
PIN AS NOTED ON PLAT
UCENSE # - BUSINESS
LICENSE # - SURVEYOR
CALCULATED POINT
SET MONUMENT
CONTROL POINT
CONCRETE MONUMENT
ELEVATION
POINT OF TANGENCY
POINT OF CURVATURE
PERMANENT REFERENCE MONUMENT
POINT OF COMPOUND CURVATURE
POINT OF REVERSE CURVATURE
POINT OF BEGINNING
POINT OF COMMENCEMENT
PERMANENT CONTROL POINT
FIELD MEASURED
PLATTED MEASURMENT
DEED
CALCULATED
1) LEGAL DESCRIPTION PROVIDED BY OTHERS.
2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO
DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY.
3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR
OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT
4) THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE
AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION, PERMITTING
DESIGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF
ONLINE LAND SURVEYORS INC.
5) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER
IMPROVEMENTS WERE NOT LOCATED.
6) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED.
7) FENCE OWNERSHIP NOT DETERMINED.
8) WALL TIES ARE TO THE FACE OF THE WALL.
9) BEARINGS ARE BASE ON AN ASSUMED MERIDIAN.
10) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION
OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A
SHOWN SCALE AND/OR NOT TO SCALE.
11) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED.
12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED OR
ELECTONIC SEAL.
13) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN.
14) ELEVATIONS IF SHOWN ARE BASED UPON N.G. V.D. 1929 UNLESS OTHERWISE
NOTED.
15) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED.
16) THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
THE ENTITIES NAMED HEREON, THE CERTIFICATIONS DO NOT EXTEND TO ANY
UNNAMED PARTIES.
L.M.E.
P.P.
PL
I.D.
B.C.
B.R.
R
RAD.
N.R.
TYP.
I.R.
I.P.
N&D
PK NAIL
D.H.
M.H.
O.H.L.
TX
CAN
W.M.
P/E
CONC
LAKE or LANDSCAPE MAINT. ESMT.
'"•-IANG EASEMENT
POOL PUMP
PLANTER OR PROPERTY UNE
IDENTIFICATION
BLOCK CORNER
BEARING REFERENCE
CENTRAL ANGLE or DELTA
RECORD OR RADIUS
RADIAL
NON RADIAL
TYPICAL
IRON ROD
IRON PIPE
NAIL & DISK
PARKER-KALON NAIL
DRILL HOLE
WELL
FIRE HYDRANT
MAN HOLE
OVERHEAD LINES
TRANSFORMER
CABLE N. RISER
WATER METER
POOL EQUIPMENT
CONCRETE SLAB
Printing to Scale:
ESMT.
D.E.
L.B.E.
TEL.
V.P.
E.U.B.
SEP.
D.F.
AC
CSW
DWY
SCR.
GAR.
ENCL
N.T.S.
F.F. GI BOR
T.O.B. TOP•OF BANK•
• E.O.N. EDGE er RARER
EASEMENT
DRAINAGE EASEMENT
LANDSCAPE BUFFER ESMT.
LIMITED ACCESS EASEMENT
TELEPHONE FACIUTIES
UTWTY POLE
ELECTRIC UTILITY BOX
SEPTIC TANK
DRAIN FIELD
AIR CONDITIONER
CONC SIDEWALK
DRIVEWAY
SCREEN
GARAGE
ENCLOSURE
NOT TO SCALE
•E,‘P etR 10.P. EDGE
F� ESIF•• PAVEMENT
•C.V.G. COTE; AIil.EY GUTTER • •
• • •BtS•.• BUILDNAQI SETBACK UN
Sa L.
•••4••
• 413hl`Y
• •
••••
1. Select "None" from Page Scaling
2. Deselect Auto -Rotate and Center"
3. Select"Choose paper source by
PDF page size"
,age
SURVEY TIE UNE
CENTER LIRE
RIGHT OF W Y • •
PU1I6 y7‘44 EASE •'
• •••••
• •
•
• • • •
Page Suing: 1 Nm
v'... etc _uta* And Cmted
Q';:✓ Choose paper sour co br PDF One PIP
•
•
FIELD WORK:
DRAWN BY:
CHECKED BY:
FINAL REVISION:
COMPLETED:
SCALE:
SURVEY CODE:
6/16/2017
06/22/2017
6/22/2017
1"=20r
0-34965
904
nlineLand
SURVEYORS, INC.
15271 NW 60 AVE, Suite 206
Miami Lakes, FL 33014
Phone: (305) 910-0123
Fax: (305) 675-0999
www.OnlineLandSurveyors. Com
Survey Date:6/22/2017 Survey Code:O-34965
Page 2 of 2 Not valid without all pages.
CI Shadow Box
i] Vertical Picket
Board on Board
Fence Good Side
Out. The vertical
and horizontal
supporting
members of a
fence shall face
the interior of the
plot on which the
fence is located
and the finished
side shall face the
adjoining lot or
any abutting right-
of-way.
Miami Shores Village
Building Department
Fences Good Side Out. The vertical and horizoniii
supporting members of a fence shall face the
interia7 of the plot on which the fence is located
and the finished side shall face the adjoining
lot or any abutting right-of-way.
WOOD FENCE DETAIL
10050 N.E.2nd Avenue
mi Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Fences < = 6' high posts spaced at 4' on center maximum
Fences < = 5' high posts spaced at 5' on center maximum
Fences < = 4' high posts spaced at 6' on center maximum
Fence must not exceed 6' in height
4x4 pressure treated
posts embedded 2'Into
concrete footing 10"
diameter x.2' deep
._._ lx pickets fastened
with two corrosion
resistant fasteners per
ALL wood must be pressure treated
All fasteners must be corrosion resistant
No less than two fasteners in any connection
Revised 10/14/2016AS
connection
►-2x4 horizontal
pressure treated
wood members
with two corrosion
resistant fasteners
per connection
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