PW-16-2056Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
760 NE 96 Street
Miami Shores, FL 33138-
Owner Information
Parcel Number
errnrf Status: APPRQVE;i
Expiration: 10/30/ 16
Applicant
Address
1132060142080
Block: Lot:
JUSTIN & GIANNINA LEWIS
Phone
CeII
JUSTIN & GIANNINA LEWIS
760 NE 96 Street
MIAMI SHORES FL 33138-
(786)586-2346
Contractor(s) Phone CeII Phone
MIAMI DADE WATER & SEWER DEPT (786)256-5200
Valuation:
Total Sq Feet:
$ 1,200.00
00
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$2.25
$2.25
$0.40
$150.00
$9.00
$1.60
$166.70
Pay Date Pay Type
Invoice # PW -7-16-60697
08/01/2016 Credit Card
Amt Paid Amt Due
$ 166.70 $ 0.00
Available Inspections:
Inspection Type:
Final
Excavation
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 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above-named contractor tpJdo the work stated.
August 01, 2016
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Date
August 01, 2016 1
\� Miami Shores Village
�,• Building Department
artment
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL ''UBLIC WORKS
JOB ADDRESS: 2% 0
City: Miami Shores
County:
Master Permit No
Sub Permit No.
❑ EXTENSION
❑ REVISION
JUL 21 2016
FBC 20/7
/,y15A,
❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
Miami Dade
El RENEWAL
SHOP
DRAWINGS
Zip: _4_31.-4 e'
Folio/Parcel#: /1-3c2t h' 0/54"d-090
Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone:
OWNER: Name (Fee Simple Titleholder):—Z7/..5 /o
Address:) o 14/ 9 7
City: pi, err)/ 579,4i5 State:
Tenant/Lessee Name:
BFE:
FFE:
Phone#: ®`��
Email: /4/(41 --
CONTRACTOR:
/(41 --CONTRACTOR: Company Name. /9/,)/
Address: 3 a 7/ _4' 3 2 .41,4
City: AP (77* -- J
Qualifier Name:
Zip: _22_2____21
Phone#:
r
State:
.cGui6/ Phone#: ‘'-2c6 - JJy
Zip: 33/4/‘
Phone#: 7 ' -A6 r-5/�y
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: ,w City: State: Zip:
Value of Work for this Permit: $, / r dlL)67 0 Ci Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace
❑ Demolition
Description of Work: iketet , ' Cad 'C' C .44A -4Z_
CKlS 14
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ 1 6 CCF $ 1 • 20 _ CO/CC $ 4
Scanning Fee $ , CO Radon Fee $ 2 ` 2' DBPR $ ' 2 S Notary $ 0
Technology Fee $ t • 60 Training/Education Fee $ b ` (
YJ �"
Structural Reviews $ 0
(Revised02/24/2014)
Double Fee $
Bond $
TOTAL FEE NOW DUE $ l 6c) • 01'G
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.
Sig
The fotegoing instru
day of
$ie &
OWNER or AGENT
nt wa
acknowledged before me this
,20 1l0 ,by
who is personally known to
I A -
me or who has produced
identification and who did take an oath.
NOTARY P
Sign:
Print:
Seal:
LIC:
annum.. ,mmirmirtiwww. 4..
�tary Public - State of Florida
�,�,,�,��:P; omm. xp res Feb 24, 2018
Commission # FF 95324
Bonded Through National Notary Assn.
as
APPROVED BY
(Revised02/24/2014)
CONTRACTOR
The frre oing instr ` ent
Uday of
s acknowledged before me this
20 1 - , by
personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLI
Sign:
Print:
Seal:
� ;I! otary Public - State of Florida
,'�[it,i'T. s e � , 2018
�,;. o P�� Commission # FF 95324
°'"" Bonded Through National Notary
.- ... �, 9 Assn.
as
*************************************************************************
-i
540- Plans Examiner
Zoning
Structural Review Clerk
miamidade.gov
July 19, 2016
Miami Shores Village
Building Department
C/o Mr. Ismael Naranjo
Building Official Director
10050 NE 2 Ave
Miami Shores, F133138
Re: Water Service Installation and Retirement for:
760 NE 96 ST
SIR -0000000693
Dear Mr. Naranjo:
Water and Sewer
PO Box 330316 3575 S. Lejeune Road
Miami, Florida 33233-0316
T 786-268-5360 F 305-669-4059
Transmitted herewith for your approval and permit are one (1) copies of the water service
installation and retirement for the above referenced project. Upon approval and issuance of
the permit, it is requested that you return to us one copy of the approved sketch and the
original permit.
If your approval and issuance of the permit has special restoration requirements, we will need
to notify the customer of the additional charges involved with the installation. Please infonn
us if there will be special restoration requirements for this permit request.
Should you have any questions regarding this matter, please advice.
Isabel Rodriguez
New Business Representative
New Customer Division.
(786) 268-5134
AYA@miamidade.gov
VILLAGE OF MIAMI SHORES
MIAMI—DADE COUNTY
SEC. 6-53-42
NEW 1" SINGLE SERVICE
SET BOX AND SPACER
LOCATE AS MARKED OR
STAKED AT EAST
PROPERTY LINE
NE 96 STREET
RETIRE EXISTING
SERVICE, LOCATED
AT REAR WEST OF
POLE
—13'±
i
L
EXISTING 6" WATER
MAIN, MATERIAL AND
LOCATION TO BE
FIELD VERIFIED
o'
N
SCALE: N.T.S.
JUL 212016
� W
co
RAN
40'
• ••
• • • • •
0000
• •
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•. • • •
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• •
0000000
• •
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• •
•• •
• ••
• • •
• •
• •
• • •
••••••
•• ••
• •
••S••.
••••
• •
••••
/760
205'
PORTION'
OF LOT -4
BLOCK -68
T n1 -9T
.FEDERAL
EGT �O CCNI�'Llt`I`IC■` 111-1 ALL
1 =S Ai fl PFGLUL_ATIONS
•S.•.•
•
••
••
000000
GE4111341,- NOTES
• • M• hANE CLOSI.1RES PERF O.O.T. DESIGN STD. INDEX # 616, 660
2. PAVEMEN•T•RESTORATION PER M.D.C.P.W.M. R-21.1.
3. SIDEWALK RESTORATION PER M.D.C.P.W.M. R-13.1.
4. MAINTAIN MIN. 30" COVER ON ALL SERVICE LINES.
5. DO NOT SET METER(S) AT THIS TIME. .f LEVEL 3 COMM.
6. 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE
CALL AT 1-800-432-4770TICKET #. 200600877
I ' ALLIED FIBER LLC.' M.D. PUBLIC WORKS Le COMCAST
Ie PEOPLES GAS I' A.T.T. Zr CENTURYLINK
F.P.L. L" FIBERNET LLC M.C.I. Rr SPRINT t XTEL
NEW WATER SERVICE AND
EXISTING SERVICE
RETIREMENT AT
760 NE 96 STREET
DRAWN: H.B. I DATE: 7/18/2016 I CKD:
I.R.
SIR -0000000693
MIAMI - LADE WATER AND SEWER DEPARTMENT
• .
•.....
• .
•...•.
•
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000000
00000
••••.
• •
••.•..
•
•
Miami -Dade County - Application Title
Type of Installation
Method of Installation:
Location of Installation:
Will work commence
within 15 days of permit
issuance ?
Estimated Start Date:
(New Installation 0 Repair/Maintenande
0 Bore 1Excavation
'Within Right Of Way
0 Yes
N
0 Both
Q Both
0 Public Utility Easement 0 Both
30 DAYS
Canals maintained by Miami Dade County will require DERM approval.
Ca Is NOT maintained by Miami Dade County will require a permit from South Florida Water Management District.
LYJAcknowledged
Pedestrian Information
1. Does excavation fall within the swale and/or
sidewalk area ?
2. Give dimensions from edge of pavement to
Work Zone in swale area.
3. Will work damage existing sidewalk, curbs
and/or gutters ?
4. Will work obstruct pedestrian access to
sidewalk ?
5. Will work obstruct pedestrian crosswalk or
ramp ?
6. Will work obstruct bike path ?
NK/es QNo
FT
1
"es QNo
t es QNo
Q Yes I�No
Q Yes No
Pedestrians, including persons with disabilities will be provided with a reasonably safe, convenient, and accessible path
that eplicates as much as practical the desirable characteristics of the existing pedestrian facilities.
IvIAcknowledged
Roadway Information (Are removing asphalt on a paved roadway)
7. Does the excavation fall on the asphalt of a
paved roadway?
8. Does excavation fall within a Signalized
Intersection?
9.•Doseexcavation fall within a Mid -Block
SigeSW.'
10. Doegexcavatjon damage any traffic loops?
••••.. •
11'Havethe roods, wtych are impacted by the
proposed workr3 been paved or
resurfaced?
••.•.• •• •.
Traffic Controt PFen. •
I2• WII work ragtrr73'a.lane(s) closure for
Vehicular Traffic? • • •
13. Give dimer:cM'fb
's m edge of pavement to
trench of pole: 00000
T4. F5rtlide nusnbefof lanes and direction that
wfll't5d'gffected. • .
15.'Iel>sase provide an estimate of construction
time for which traffic flow will be affected
16. Functional classification of Roadway
affected by work.
17. Does workzone fall within Section Line or
Half Section line roadway?
18. Posted Speed Limit within work zone.
i�fYes QNo
Q Yes o
Q Yes ciNo
QYes VNo
QYes ilNo
ii"Yes QNo
1
North:
Fr
South: East:
DAYS
❑ Arterial ❑ Collector VLocal
Q Yes jNo
MPH
2
West:
2
At -grade Appurtenance (If you are placing a cabinet, or some other type of equipment on the ground. Do not use
3/4/2014
Miami -Dade County - Application Title
Drainage Information
23. Do the proposed construction plans alter or modify not applicable Vr
existing drainage system?
24. Does the proposed installation interfere with existing drainage not applicable mr
facilities ?
Miami Dade County Water and Sewer Department's customer division proposes to perform the fallowing
work within your right-of-way
Total length of underground installation or
repair
Water service connection:
Sewer service connection:
Construction or Replacement of
Quantity
Quantity
66
Sidewalk
Curb & Gutter
Valley Gutter
• ••
• • • • •
••.•.. •.•. •
••
• •• • •
•.•.•. • •
•••.••
•
• •• • • •
•.•.•.
•
...•• ••
••.•. ...
•
•
•.•.. •• •
000000 • • •• ▪ •••••
o 0000 ••
•
•
• • ••.•••
•
••.•.. •
•
••.•••
.•••..
.•••..
5
LF
LF
LF
LF
LF
Save
Resurfacing
In Public Right
Of Way
On private
property
Proceed
Quantity
SQF
SQF
SYMBOLS
1MWork Area
■ Channelizing Device (See Index 600)
[p Work Zone Sign
CR Required Locations for Either Temporary
Or Permanent Curb Ramps.
co- Lane identification + Direction of Traffic
a Pedestrian Longitudinal Channelizing Device (LCD)
with Mounted Work Zone Sign
H Pedestrian Longitudinal Channelizing Device (LCD)
DOUR
0
0
4 14
'n\
Q
82E111
�4
0300100 >ome0IS
a3SOl0
)IlVM301S
8
2
GENERAL NOTES
1. Route pedestrian traffic around work areas when construction
activities encroach on the sidewalk for more than 60 minutes
using the devices and remedies shown on this Index. Use project
specific designs for scenarios not included on this Index.
2. For spacing of traffic control devices and general TCZ
requirements refer to Index 600. The maximum spacing between
barricades, vertical panels, drums or tubular markers is 25.
3. Use delineators on longitudinal channeliz/ng devices separating
the work area from vehicular traffic.
4. Cover or deactivate pedestrian traffic signal
display(s) controlling closed crosswalks.
5. Past mounted signs located near or adjacent to a sidewalk must
have a 7' minimum clearance from the bottom of sign to the
surface of the sidewalk.
6. When construction activities involve sidewalks on both sides of
the street, stage the construction so that one sidewalk is in
service at all times. If this is not feasible and both sidewalks
must be closed, as determined by the Engineer, provide a detour
to guide pedestrians around the construction zone.
ra
<
I Q 4J
�ano�
LAST
REVISION
07/01/15
DESCRIPTION:
i3
d4
SIDEWALH CLOSED
USE OTHER SIDE ,
lanoTa[77
CROSSWALK CLOSURE AND
PESESTRIAN DETOUR
b4
FDOT,
2016
DESIGN STANDARDS
4
N
NlN
7. Provide a 5' wide temporary walkway, except where space restrictions warrant
a minimum width of 4'. Provide a 5' x 5' passing space for temporary walkways
less than 5' in width at intervals not to exceed 200'.
8. Provide a cross -slope with a maximum value of 0.02 for all temporary
walkways.
9. Temporary walkway surfaces and ramps must be stable, firm, slip resistant, and
kept free of any obstructions and hazards such as holes, debris, mud,
construction equipment and stored materials.
10. Remove temporary walkways immediately after reopening of the sidewalk, unless
otherwise noted In the plans.
11. Meet the requirements of Index 304 for temporary curb ramps.
12. Place pedestrian longitudinal channelizing dev/ce(s) across the full width of the
closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
place LCD'S to delineate both sides of the temporary walkway.
i
••
•••
anoi3D
439010
)ilVM30IS
SIDEWALK
CLOSED
DETOUR
• •
C
• ••
• ••
••••
AIL_. •
• • •
• • •
••
• •
• •
••••
/ AVNNIVM
NVMJS303d
S!D�Ai 4LK•R DETOUR • • • • •
• ••
•• • • • •
• •• •• . _ •
�• •• • •••• •••
PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS
ST ALK DIVERSION
• • •
• • •
INDEX
NO.
660
SHEET
NO.
loft
•._
•
• • • . ••• ••.•
•
• • • ••• •
• • • • • . •
• •• •• • • •
••• •
•
•
•
• •
• ••
GENERAL NOTES
1. Work operations shall be confined to either one lane, or lane combinations as
follows:
a. Outside travel lane;
6. Outside auxiliary lane;
c. Outside travel lane and adjoining auxiliary lane;
d. Inside travel lane A;
e. Inside auxiliary lane A;
f. Inside travel lane and adjoining auxiliary lane A
A See Sheet 3
If the work area Is confined to an auxiliary lane the work area shall be
barricaded and the RIGHT (LEFT) LANE CLOSED AHEAD signs replaced by ROAD
WORK AHEAD signs, and the merge symbol signs eliminated.
2. When vehicles in a parking zone block the line of sight to TCZ signs. the signs
shall be post mounted and located in accordance with Index No. 17302.
3. If the work space extends across a crosswalk, the crosswalk should be closed
using the information in Index No. 660.
4. Signs are required on the median side for divided highways.
5. The two channelizing devices directly in front and directly at the end of the work
area may be omitted provided vehicles in the work area have high-intensity
rotating, flashing, oscillating, or strobe lights operating.
6. For general TCZ requirements and additional information. refer to Index No. 600.
t®7,
LY
SYMBOLS
Work Area
Work Zone Sign
b Advance Warning Arrow Board
■
Type 111 Barricade
Channelizing Device (See index No. 600)
D. Lane Identification + Direction of Traffic
LAST
REVISION
07/01/15
DESCRIPTION:
2016
F.' DESIGN STANDARDS
DURATION NOTES
1. For work operations up to approximately 15 minutes, signs,
channellzing devices, and arrow board may be omitted if all of
the following conditions are met:
a. Speed limit is 45 mph or less.
b. No sight obstructions to vehicles approaching the work area
for a distance equal to twice the taper length.
c. Volume and complexity of the roadway has been considered.
d. The closed lane Is occupied by a class 5 or larger, medium
duty trucks) with a minimum gross weight vehicle rating
(GWVR) of 16.001 Ib with high-intensity. rotating, flashing,
oscillating, or strobe lights mounted above the cab height and
operating.
2. For work operations up to 60 minutes, the arrow
board may be omitted if conditions a, 6, and c in
DURATION NOTE 1 are met, and vehicles In the work
area have high -Intensity, rotating, flashing,
oscillating, or strobe lights operating.
•
• •
••
• •• • • • ••
• •. . • • • ••• •
•• ••• • • o • o • • o ••
•• ••• •• • • • •••
• • • ••• ••• • •
• • • . • • • •
• • • • •
•• •• • • • •
.. • • �••• • •
MULTIILANE, WORK NEAR. IINTE1tS"l!C LEON
MEDIAN OR OUTS IDE LANE
• ••
INDEX
NO.
616
SHEET
NO.
1of3
• • • • • ••.
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LAST
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07/01/15
08
03S013
Work Area
See Table Il
Device Spacing -Taper
See Tab/e I
Device
Spacing
Tangent
See
Table 11
END
ROAD WORK
SPEEDING FI NES
DOUBLED
WHEN WORKERS
PRESENT
ROAD
CLOSED
LEFT LANE CLOSED ON FAR SIDE OF MINOR
SIDESTREET - RESTRICTED TURNING MOVEMENTS
<
•
Work Area
•
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
Speed
A
B
C
40 mph or less
200
200
200
45 mph
350
350
350
500' beyond the R0Al2 WORK AHEAD sign or
midway between signs whichever is less.
Table I
Device Spacing
Speed
Max. Distance Between Devices (ft.)
Speed
Cones or
Type 1 or Type I)
(mph)
Tubular Markers
Barricades or Vertical
30
Panels or Drums
yys+
Taper
Tangent
Taper
Tangent
25
25
50
25
50
30 to 45
25
50
30
50
Eh
03
A J B
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
DESCRIPTION:
Taper Length=L 100'
See Table 11 Gap
Device Spacing -Taper
See Table 1
LEFT LANE
MUST
TURN LEFT
ROAD.
WORK•
AHEAD •
END
ROAD WORK
••• • • • • • ••
• •• • • • • •
.• • •• • • ••
• ••• •• • • • ••
LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED
I. The normal procedure is to close on the near side of the intersection any lane that is not carried tnrougj • • •
the intersection. However, when this results in the closure of a left lane having significant left turnip • •
movements, then the left lane may be reopened as a turn bay for left turns only as show In this detain s•• ••
Rte- DESIGN STANDARDS
2016
Table 11
Taper Length - Merge
(12' Lateral Transition)
Speed
L
Notes
(mph)
(ft.)
(Merge)
25
125
30
180
yys+
35
245
L 60
40
320
45
540
L = WS
For lateral ransitions other than 12',
use formula for L shown in the notes
column. Where:
L = Length of taper in feet
W = Width of lateral transition in feet
5 Posted speed limit (mph)
• • • • • • •• •
•
• • • • •
• • • s • •
•r• •• •• • • • • • •
MULT]ELANE, WORK NEAR INTERVE+'CTON
MEDIAN OR O>TS]EDIE LANE
INDEX
NO.
616
SHEET
NO.
3 of 3
•••
• •
•• ••
• • •
• • • •
• ••••
••• • •
• •
• •
•••
• •
• •
•
••• • •
• • •
• • •
• • • •
• •• ••
Property Search Application - Miami -Dade County
Page 1 of 2
t OFFICE OF THE PROPERTY APPRAISER
S1R 0693
Summary Report
Property Information
Folio:
11-3206-014-2080
Property Address:
760 NE 96 ST
Miami Shores, FL 33138-2520
Owner
JUSTIN R LEWIS
GIANNINA LEWIS
Mailing Address
760 NE 96 ST
MIAMI SHORES, FL 33138 USA
Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
2,435 Sq.Ft
Living Area
2,290 Sq.Ft
Adjusted Area
2,188 Sq.Ft
Lot Size
10,725 Sq.Ft
Year Built
1941
Assessment Information
Year
2016
2015
2014
Land Value
$278,888
$257,015
$182,020
Building Value
$162,233
$163,704
$162,083
XF Value
$30,105
$19,789
$20,014
•
Ililarketvalue • • ••
41..41
$471,226
$440,508
$364,117
4141..••
AtssessedValue•
- -••
• ••
••�43�,536
$172,225
$170,859
•
Benefits Information ••••••
Beotifij • •: • •
. ••
•T7pe ••••••
••••••
2016
2015
2014
slfeOtt- Homee•
re0 0 •• ••4eductiofl•
•w•
Assessme4••
•
4141•
$50,000
$268,283
$193,258
•
•
VIlfabflity • •
• • .••
Assessn?t • • •
Reductierf ••••
$36,690
School Board
Exemption Value
••
4 8114estead •••.4
•
•
Exempti0Q• •
•
$25,000
$25,000
$25,000
Second 4100'
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 3 PB 10-37
W1/2 LOT 4 & LOT 5 BLK 68
LOT SIZE 75.000 X 143
OR 16132-0576 1093 4
COC 25761-2965 09 1988 5
http://www.miamidade.gov/propertysearch/
Generated On : 7/7/2016
i.
SNE 95=TH5T __'►a
wr
NE 94TH ST #
Taxable Value Information
Previous
2016
2015
2014
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$384,536
$122,225
$120,859
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$409,536
$147,225
$145,859
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$384,536
$122,225
$120,859
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$384,536
$122,225
$120,859
Sales Information
Previous
PriceSale
OR Book-
Page
Qualification Description
11/25/2015
$426,800
29915-Qual
4634
by exam of deed
11/16/2015
$100
29915-
4636
Corrective, tax or QCD; min
consideration
10/01/1993
$0
16132-
0576
Sales which are disqualified as a result
of examination of the deed
09/01/1988
$84,500
13811 -Sales
2845
which are qualified
7/7/2016