BPP-16-2400 (2)Phone: (305)795-2204 Fax: (305)756-8972
nspectiort r urniler: 1 NS P-286415
Permit Number: BPP -8-16-2400
Inspection Date: August 09, 2017
Inspector: Dacquisto, David
Owner:
Job Address: 1060 NE 105 Street
Miami Shores, FL 33138-2106
Project: <NONE>
Contractor: CAIBAI CONSTRUCTION LLC
Permit Type: Pools/Whirlpools/Hot Tubs
Inspection Type: Survey Final
Work Classification: New
Phone Number
Parcel Number 1122320280070
Phone: (786)229-2770
Building Department Comments
NEW POOL
Infractio Passed Comments
INSPECTOR COMMENTS False
n
Passed `
Inspector Comments
CREATED AS REINSPECTION FOR INSP-286414. IDENTIFY AND
DIMENSION SETBACKS TO SHOW COMPLIANCE WITH SETBACK
REQUIREMENTS.
ON WATERFRONT SETBACKS ARE MEASURED FROM THE INSIDE OF
A SEAWALL OR THE PROPERTY LINE WHICHEVER COMES FIRST.
FOR SWIMMING POOLS:
SIDE YARD SETBACK: FROM THE INSIDE FACE OF POOL WALL TO
THE SIDE PLOT LINE THERE SHALL BE A 12'/2 -FT. MINIMUM SETBACK;
FROM THE POOL DECK OR SCREEN ENCLOSURE TO THE SIDE LOT
LINE THERE SHALL BE A 10 -FT. MINIMUM SETBACK.
REAR YARD SETBACK: FOR SWIMMING POOLS: FROM THE INSIDE
FACE OF POOL WALL TO THE LOT LINE THERE SHALL BE A 7'/ -FT.
MINIMUM SETBACK; FROM THE POOL DECK OR SCREEN
ENCLOSURE TO THE LOT LINE THERE SHALL BE A 5 -FT. MINIMUM
SETBACK.
POOL EQUIPMENT
SIDE YARD SETBACK: 10 -FT. MINIMUM SETBACK
REAR YARD SETBACK: 5 -FT. MINIMUM SETBACK
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled
re inspection fee is paid.
until
For Inspections please call: (305)762-4949
August 09, 2017
Page 1 of 1
PREPARED BY:
mos Adm.
Addams
A
Land Surveyors, Inc.
www.exactaland.com
Toll Free 866-735-1916 • F 866-744-2882
NE 105th SI
b Green Cies mow
NE 1051h St
to,.,• raw a
Bhc.Me Cana!
NrunEer C -B -
NE 10491 St
PROPERTY ADDRESS: 1060 NE 105TH STREET MIAMI SHORES, FLORIDA 33138
SURVEY NUMBER: 1706.5261
FIELD WORK DATE: 7/5/2017 REVISION DATE(S): (REV.2 7/26/2017) (REV.1 7/7/2017)
17065261
BOUNDARY SURVEY
MIAMI-DADE COUNTY
TABLE:
L1 N 89°46'10" W 400.00' (P)
N 89°46'10" W 400.00' (M)
L2 S 0'13'50" W 25.00' (P)
S 0'02'46" E 25.02' (M)
L3 S 89°46'10" E 375.00' (P
S 89°46'10" E 375.00' (M)
s
V L3
1 •T.
P
•
NOTES:
LOT APPEARS TO BE SERVICED BY CITY WATER AND SEWER
FENCE OWNERSHIP NOT DETERMINED
7/05/17 -ADD DECK & POOL
1/2" FIR
NO ID
U
<Sa 9.8'
v0
T 6 0_Cs1 c/
K 1 w^W
vM—
W
m
ob
z
b
z
.:`8:9°410'32" E 75.05'M
�`a 8 : -'10" E 75.00' tP3
\T 4\ "V
I hereby certify that i 8. , nda; �ulrvey . reon described property has
been made under y . ' ection,�Y • t. f y knowledge and belief, itis
a true and accural: r en 1ni _�1'�j a eets the Standards of
Practice set fort 1 Surveyors & Mappers in
Chapter 5J -17o t
WILLIAM E. LUCAS
State of Florida Professional Surveyor and Mapper
License No. 5782
ON UNE
m
21.8' a,
19.4'
1 STY.
RES #1060
21.9'
b14.0'
14.0'
•
1/2" FR
410 ID
V
c(o
CLanr(3
Ov
M
b
11)
b N
N
b
N
9.8'
LOT 8
BLK 1
et 4, M.I -N LINE
19.3'
LOT 7
BLK 1
N
r�
11.0'\
0.2' ON\ SEAWALL
0 1 .5W,C
BISCAYNE CANALN 89°46'10" W 75.00' r
30 N 89°40'59" W1574.73' 3
0 GRAPHIC SCALE (In Feet)
1 inch = 30' ft.
T,Innnno.//
Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the User's Sole Risk and Without Liability to the Surveyor.
Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING
MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE
LOCATED IN ZONE AE (WITH A BASE FLOOD ELEVATION OF 8). THIS
PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES,
COMMUNITY NUMBER 120652, DATED 09/11/09. •• •
••
CLIENT NUMBER:
DATE: 7/7/2017 • • •
BUYER: Florida Trio Invest
• •.•
SELLER:
•
•
•
••
CERTIFIED TO: FLORIDA TRIO INVEST
••• •
••
This is page 1 of 2 and is not valid without all pages. • ' • : •
POINTS OF INTEREST
NONE VISIBLE
• • • • • ••
•
•
Florida Land
FL -TA
AFFILIATE
l'itle Association MEMBERS
• J / 'le
•
• • • . • • • •
• • • • • • • •
• •
�A
• • • •
�,�►•C TA
L :I $ u f veto rs Inc. www.exactaland.com
• / P.866-735-1916 • F.866-744-2882
•LIIp 7 .• • • • • • • • • 11940 Fairway Lakes Drive, Suite 1 • Ft. Myers, FL 33913
E
REPORT OF SURVEY
1706.5261 This is page 2 of 2 and is not validri$hotl:all pages.
LEGAL DESCRIPTION:
LOT 7, BLOCK 1, MIAMI SHORES ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGE 58, OF THE
PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
JOB SPECIFIC SURVEYOR NOTES:
THE BEARING REFERENCE OF NORTH 00 DEGREES 13 MINUTES 50 SECONDS EAST IS BASED ON THE WESTERLY LINE OF OF LOT 7, BLOCK 1, MIAMI SHORES ESTATE,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 47,PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
GENERAL SURVEYOR NOTES:
1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership.
2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map.
3. If there is a septic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection,
probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location.
4. This survey is exclusively for the use of the parties to whom it is certified.
5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties.
6. Dimensions are in feet and decimals thereof.
7. Due to varying construction standards, house dimensions are approximate.
8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov.
9. All corners marked as set are at a minimum a Ih"diameter, 18" iron rebar with a cap stamped LB87337.
10. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in
Chapter 51-17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is
sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format,
it is not valid without the signature and original raised seal of a Florida Licensed Surveyor.
11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property.
12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center of the field
location, and may not represent the actual shape or size of the feature.
13. Points of Interest (POI's) are selected above -ground improvements which may be in conflict with boundary, building setback or easement lines,
as defined by the parameters of this survey. There may be additional POI's which are not shown, not called -out as POI's, or which are otherwise
unknown to the surveyor.These POI's may not represent all items of interest to the viewer.
14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements.
15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for
informational purposes only.
16. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence.
17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such activity.
LEGEND:
LINOTPES't Lmocmestseommi
BOUNDARY LINE
STRUCTURE i I
CENTERLINE
CHAIN-LINK or WIRE RICE
EASEMENT
EDGE OF WATER
IRON PENCE
OVERHEAD UNES
SUR0FYNE UNE
WALL OR PARTY WALL
WOOD FENCE
VINYL FENCE
SURFACE TYPES: I IMDS ormeme Nom
ASPHALT 17 %] BRICK
V n or 71LE
CONCRETEAREA
WATER WoOD
SYMBOLS: (mese oneexee 'arm
B ENCH MARK
CENTERLINE
CENTRAL ANGLE or DELTA
COMMON OWNERSHIP
CONTROL POINT
CONCRETE MONUMENT
CATCH BASIN
ELEVATION
PIKE HYDRANT
P ND OR SET MONUMENT
GUYWIRE OR ANCHOR
MANHOLE
TRS
U nLOY OR LIGHT POLE
WELL
v '
•
■
11111111
E-
a
ELECTRONIC SIGNATURE:
iiii1
In complete accordance with Florida Statute 472.025 and Pursuant to
the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX,
Chapter 668, if this document was received electronically via PDF,
then it has been lawfully Electronically Signed. Therefore, this survey
PDF, if authentic, is completely official and insurable. In order to validate
the 'Electronic Signature of PDF surveys sent via www.surveystars. com,
you must use a hash calculator. A free hash calculator is available for
download an
www.softpedia.com/ge /System/FIle-Management/Hash-Calculator-Kirill shtmI
In order To validate the Electronic Signature of any survey PDF sent via
wwwsurveystars.com:
1. Download the Hash Calculator available at:
wwwsoftpedia.com/get/System/FIc-Management/I lash -Calculator -KITH' shtml
2. Save the Survey PDF onto your computer from www.surveystars.com
or from the email sent from www.surveystars.com.
3. Click the square Browse button in the upper right hand corner of the
Hash Calculator to find and select the saved Survey PDF document, and dick
the COMPUTE button in the lower right hand corner of the Hash Calculator
4. Compare the 40 digit string of characters in the SHA -1 line to the 40 digit
SHA -1 characters for the survey in the Job file in www.surveystars.com which
is also printed on the invoice for that survey.
5.1f the 40 digit string of SI -16-1 characters are exactly the same on the invoice
(or in the survey file at wvrvvsurveystarscom) as they are in the Hash Calculator,
then this PDF 4 authentic. If the 40 digit string of characters does not match
exactly, then this PDF has been tampered with and it is not authentic.
-ACT
SURVEYOR'S LEGEND
A/C AIRCONDmONING ID.
BR BEARING REFERENCE ILL.
BC. BLOCK CORNER INST.
SEP BACKFLOW PREVENTOR INT.
BLK. BLOCK L
BLDG. BUILDING 1#
BM BENCHMARK LSP
B.R.L. BUILDING RESTRICTION LINE (M)
651.10. BASEMENT M.B.
B/W BAY/50%WINDOW M.E.5
(C) CALCULATED M.F.
L CURVE N.R
CATV CABLE TV RISER N.T.S.
L.D. CONCRETE BLOCK 0.c5.
LHIM. CHIMNEY O.G.
C.L.F CHAIN LINK FENCE OFF
C.O. CLEANOUT OH.
CONC. CONCRETE OHL
COR CORNER ON
CS/W CONCRETE SIDEWALK 0.6.6
0.06. CONCRETE VALLEY GUTTER NU.
0/L CENTERLINE 0/A
0/I COVERED PORCH 05
0/5 CONCRETE SNB (P)
(0) DEED P,B,
D.F. DRAIN FIELD 0.0.
OH. DRILLHOLE P.C.C.
DAV DRIVEWAY PC.P
ELEV. ELEVATION P/E
ENOL ENCLOSURE PG.
ENT ENTRANCE PI.
EM ELECTRIC METER ILS
F0.0 EDGE OF PAVEMENT PLT
E.O.W. EDGE OF WATER
EUB ELECTRIC UTILITY BOX 00.C.
(F) FIELD P.P
FCM END. CONCRETE MONUMENT FRC.
0/00 FOUND DRILL HOLE 0..RM.
FF FINISHED FLOOR PSM
FIP FOUND MON FIFE
FIPC FOUND IRON PIPE RCAF'
FIR FOUND IRON ROD PT
FITC FOUND IRON RODS CAP
FN FOUND NAIL (R)
FN&D FOUND NAIL AND DI50 RGE.
END. FOUND RES.
FPKN FOUND PARKER-KALON NAIL R/W
FPKN60 FOUND PK NAIL 6 DISC (5)
FRRSPK FOUND RAILROAD SPIKE 5.6..1
GAR. GARAGE
GM GAS METER SCR
IDENTIFICATION
ILLEGIBLE
INSTRUMENT
INTERSECTION
LENGTH
LICENSE t • BUSINESS
LICENSE*- SURVEYOR
MEASURED
MAP BOOK
MITERED END SECTION
METAL FENCE
NON RADIAL
NOT TO SCALE
ON CONCRETE SEAS
ON660050
OUT5IDEOFSUBJECT PARCEL
OVERHANG
OVERHEAD LINES
INSIDE OF SUBJECT PARCEL
OFFICIAL RECORD SOOK
OFFICIAL RECORD VOWME
OVERALL
OFFSET
PLAT
PUT 13006
POINT OF CURVATURE
POINT OF COMPOUND CURVATURE
PERMANENT CONTROL POINT
POOL EQUIPMENT
PAGE
P OINT OF INTERSECTION
PROFESSIONAL LAND SURVEYOR
PUNTER
'CNN, OF BEGINNING
P OINT OF COMMENCEMENT
PINCHED POPE
POINT OF REVERSE CURVATURE
PERMANENT REFERENCE MONUMENT
PROFESSIONAL SURVEYORAND
MAPPER
POINT OF TANGENCY
RADIUS, RADIAL
RECORD
RANGE
RESIDENCE
RIGHT OF WAY
SURVEY
SET BACK LINE
SURVEY CLOSURE LINE
SCREEN
PRINTING INSTRUCTIONS:
1. While viewing the survey in Adobe Reader, select the
"Print" button under the "File" tab.
2. Select a printer with legal sized paper.
3. Under"Print Range", click select the "All" toggle.
4. Under the "Page Handling" section, select the number
of copies that you would like to print.
5. Under the "Page Scaling" selection drop down menu,
• • sllect NQnn,; • • • • • •
•C. Lhack:Te:AuttiTtotatCaild Centeil' checkbox.
• •76 CIIeclZ;the•'rltow gape JDy!DFS checkbox.
8. Click OK to print.
TO PRINT IN BLACK+ WHrFE
• 1• Y%the maeDyntI T-Ften, cho Zo*Priperties".
2 Oloo ,e "i2u4ity,irq n the opyons. • •
• 3' Range ftoit 'Aut% olor" or:Full Gam" to
"Gray Scale".
• ••• • 1 • •••
xacta �an;��vey�orS Inc
• • • • • • • • • •
• • • •• •• •
tA733: ••• • • • •••
SEP
SEW.
9/GD
SIRC
91,160
SO0T
STY
L.
SV
5/W
S.W
TBM
TEL.
T.O.B.
TWP.
10
TYP.
U.R.
W/C
W/F
W.F.
WM
WV
V.F.
AKE.
C.M.E.
D.E.
D.U.E.
ESMT.
I EIE.F
IRRE.
LAE.
RO0.
S. W.E.
S.wM
T.U.E.
SECTION
SEPnC TANK
SEWER
SET OWE MSC
SET IRON 600000P
SET NAIL 8, DISC
SOUARE FEET
STORY
SURVEYTIE LINE
SEWER VALVE
SIDEWALK
SEAWALL
TEMPORARY BENCHMARK
TELEPHONE FACILITIES
TOP OF BANK
TOWNSHIP
TRANSFORMER
TYPICAL
UTILITY RISER
WITNESS CORNER
WATER FILTER
WOODEN FENCE
WATER METER/VALVE BO%
WATER VALVE
VINYL FENCE
ACCE55 EASEMENT
ANCHOR EASEMENT
CANAL MAINTENANCE ESMT
COUNTY UTILIrYESMT.
DRAINAGE EASEMENT
DRAINAGE AND UTILITYESMT.
EASEMENT
INGRESS/EGRESS ESMT
IRRIGATION EASEMENT
LIMITED ACCESS ESMT
LANDSCAPE BUFFER ESMT
LANDSCAPE ESMT
LAKE OR LANDSCAPE
MAINTENANCE EASEMENT
MAINTENANCE EASEMENT
PUBLIC UTILITY EASEMENT
ROOF OVERHUNG ESMT
SIDEWALK EASEMENT
STORM WATER
MANAGEMENT EASEMENT
TECHNOLOGICAL UTILITY E5MT.
UTILITY EASEMENT
OFFER VALID ONLY FOR:
Florida Trio Invest
r -T
•.
I T:
I I
25yooft
(UP TO$500)
FUTURE
I SURVEYING SERVICES I
I ON THIS PROPERTY* 1
I'Offer valid for fence stakeouts and additions 0 the existing structures only.
expires year (lim t e ate ossuance.'
www.exactaland.com
P.866-735-1916 • F.866-744-2882
11940 Fairway Lakes Drive, Suite 1 • Ft. Myers, FL 33913