WS-17-2633 (3)Z
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
I
Permit NO. Y 1s S-11-17-2 6 3 3
Work Classification: Window/Door Replacement
Issue Date: 4/19/2018 I Expires: 1 0/1 6/201 8 '
INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.comicap
REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day inspections.
Windows/Shutters Parcel #:1121360060100
Owner's Name: OLIVER & ANDREE STEPHANIE SERVAT LAGATTU
Job Address: 17 NE 105 Street
Miami Shores. FL 33 a& -",-^ . .
Bond Number:
Contractors Phone Primary Contractor
HIDALGO CONSTRUCTION GROUP ($'662-3596 ` Yes
Owner's Phone:
Total Square Feet: 0
Total Job Valuation: $ 6,000.00
WORK IS ALLOWED:
MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM,
SATURDAY 8:OOAM - 6:OOPM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS.
BUILDING AND ROOFING INSPECTIONS ARE DONE
MONDAY THROUGH FRIDAY.
s11y) loc�►�'
�0)� r
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
REQUIRED TO ALLOW INSPECTION.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS >
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
;;INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
,ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
°COMMENCEMENT.
INSPECTION RECORD
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(INSPECTION I DATE I INSP I
Foundation
Stemwall
Slab
Columns (1st Lift)
Columns (2nd Lift)
Tie Beam
Roof Sheathing
Bucks
Interior Framing
Insulation
Ceiling Grid
Drywall
Firewall
Wire Lath
Pool Steel
Poo! Deck
,Fina! Poo!
iFinal Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
Roof in Progress
Mop in Progress
Final Roof
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
DOCUMENTS
Soil Bearing Cert
Soil Treatment Cert
Floor Elevation Survev
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
STRUCTURAL COMMENTS
-MNQ-OWS--&DOORS
INSPECTION / I DATE I INSP
Attachment
PUBLIC WORKS
INSPECTION DATE INSP
Excavation
ELECTRICAL
INSPECTION DATE INSP
Temporary Pole
30 Day Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall ROLIgh
Ceiling Rough
Rough
Telephone Rough
Telephone Final
TV Rough
TV Final
Cable Rough.
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm Rough
Fire Alarm Final
Service Work With
i
ELECTRICAL COMMENTS
I■L1 � I,.
INSPECTION DATE INSP
Final Sprinkler
Final Alarm
I I
INSPE,C,TION— DATE INSP
Rough
h
Water Service
2nd Rough
Top Out
Fire Sprinklers
Septic Tank
Sewer Hook-up
Roof Drains
Gas
I P Tank
Well
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
Catch BaSiiS
Condensate Drains
HRS Final
PLUMBING COMMENTS
INSPECTION DATE "INSP
Underground Pipe
Rough
\/antilatinn Rnjioh
Hood Rough o
Pressure Test
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum
MECHANICAL COMMENTS
37.50'
50 00'
TOTAL. R/W
(PLAT)
re
■
NORTH MIAMI AVENUE
------------------
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min
in,
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STEPS
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29.00'
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060000
• 0 • • • "THIS SURVEY DECLARATION IS MADE ON THE FIELD
DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT
TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SUBSEQUENT OWNERS."
Bearing, if any, shown based on N/A (reference) N/A
C�I y
RY
I
6'W.F.
50.46'
TEPS
,� OO
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N O
O
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FOUNTAIN
54.88' TO PL
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6'W.F. M M \
5"WIRE
FENCE
90. ,oe
I I e
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3.37'
0.55'CL
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I 1 3.18'
141 0.38'C
122.95' (M) I ,,
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REVISIONS:
09/20/18 Revised.
10/10/18 Revised.
FLOOD ZONE
COMM. No.
PANEL No.
SUFFIX:
it bears the
X
120652
0302
L
signature and the
original raised seal
F.I.R.M.DATE
F.I.R.M.INDEX
BASE ELEV.
of Florida licensed
09 / 11 / 09
09 / 11 / 09
+ N/A N.G.V.D.
Surveyor and
Mapper.
m
LEGEND
E
CL
v $ E .
K
A = Arc
ASPH = Asphalt
m 1;-1 -,
]
BM = Bench Mark
$ m
.5
BRG = Bearing
.9
CAN = Cable TV
a a Q
�
c
CB = Catch basin
Block
gS
CBS = Concrete Structure
io e m
m
CH = Chord
Z ; �
m
Chatta: Chattahoochee
= Center Line
m
CLF
= Chain Unk Fence
RECEIVED
£ $ 0.
m 2-
a
CL. = Clear
CONC. concrete
0 m
m
'
$ 32 is
a
0
D
0
= Delta
= Diameter
OCT 22 Z
� � � �
;
DH
=Drill Hole
i�o -7�y
i -. 7r i S', f, If -
rnr+ �r�e/—r7 ny I 91- 17
° m c
DME = Drainage & Maintenance
io 5 0
Easement
a
E.B. = Electric Box
E $ $`m
Enc. = Encroachment
F.F. = Finish Floor
n
F.H. = Fire Hydrant
c c 32
a I'S
F.I.R. = Found Iron Reber
FPL = Florida Power & Light
F.I.P. = Found Iron Pipe
F.N. = Found Nail
o
8
L.P. = Light Pole
v 's m E E
m .3
M = Measured
$ o >< 0 1? '2
$ :E m
M.F. = Metal Fence
c c @ n c,
M.H. = Manhole
8 1 8 E a m
m ni
•
c f'1° tS
M =Monument Line
MON. =Monument0
m I
Sai9� vN/A
,
= Not Applicab
le
aci
aE
oA VND
Q
=Nall &DiscZ
-
NTS = Not to Scale
OIS = Olfset
_
t C
B $ E
O.U.L. =Overhead Utility Lines
This property described as:
m
OH
= overhang
Lot 10 Block 202
> >
m
c
_
� m
$
m
P
PS
-Plat
=Plat Book
DUNNING'S MIAMI SHORES EXTENSION No 2,
Is
;g a
PC
= Point of Curvature
according to the Plat thereof
�
P.C.C.
_ Point of
as recorded in Plat Book 41, Page 78,
$
PCP
= Permanent Control Point
of the Public Records of Miami -Dade County, Florida.
s
a
-
2
PG
P.I.
= Page
= Point of Intersection
'i
ii
E
m
e
=Property Line
Certified to:
m
m
a
'aPL
a
=Planter
P.O.B. = Point of Beginning
Oliver Servat and Andree Stephanie Servat Lagattu
CL
P.O.C.=
Pant of Commencement
Address:
17 N.E. 105 Street, Miami Shores, FL 33138
Elevations shown refer to N.G.V.D. 1929.
BM # # N-567 (MIAMI-DADE)
Elevation = 10.54 ft (N.G.V.D.)
TOPOGRAPHIC SURVEY.
I HEREBY CERTIFY: that this survey meets the
Standards of Practice as set forth by the
FLORIDA BOARD OF P 10 SURVEYORS
AND MAPPERS i ap -17 F da Administrative
Code, pursuant to S ion 47 . Florida Statutes.
REN AI S 08/28/18
PROF SIONAL SURVEYOR AND
MAPPER No. 4327. State of Florida.
m a P.P. = Power Pule
cc P.R.M.= Permanent Reference
m fs $ : o Monument
Za. n P.R.C. = Point of Reverse
io m 15 Curvature
c m n PT = Point of Tangency
o v
5 W E 0 m is R = Radius
m mO1" a 9 a R/R = Railroad
E
PSM =Professional Surveyor
m
m
Mapper
:OS 79 a R/W = Rightof--Way
E 42 EEm E _° i° E SWK = Sidewalk
Sec. = Section
c
m a v ° m �P) =Typical
`m E $ T = Tangent
o c o m m E m U.E. = Utility Easement
c m _ m io @ r :1 W.F. = Wood Fence
m$£ 0 4 9 i, g I E W.M. = Water Meter
0 a tS — o B a Q W.V. = Water Valve
v$ g° —c°' " B _ = Denotes Spot
rii — m m3� m g m'2 + Elevatkxms Taken
oa glc—�c3�1`���
Z m : o%m C
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
9789 Sunset Drive, Miami, FL 33173
Ph. 305-385-0385 - 305.220.2424 L.B. No. 6867
fastsurvey@aol.com - aaasurvey@aol.com
Field Date Scale: Drawn by: Drwg. No.
08/27/18 1"=20, J.A. 18-23772