FW-19-85Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit No.: FW-01-19-W
Permit Type: Fence/Wall
Work Classificotfon; Ornamental/Metal
Permit status. -Approved
Issue Date: 01/15/2019 Expiration: 07/15/2019
Location Address Parcel Number
465 GRAND CONC, Miami Shores, FL 33138 1132060170320
Contacts
JULIAN & DEBRA MONTERO Owner CAIBAI CONSTRUCTION LLC Contractor
JOSE LOSA
Other:3059841032
Business: 7862292770
Other:7864704207
Description: 264 OF 6' HIGH BRONZE ALUMINUM FENCE WITH Valuation: $ 9,936.63 Inspection Requests:
2=4 OPENING WALK GATES
Total Sq Feet: 0.00 1��
Fees
Amount
Application Fee - Other
$50.00
CCF
$6.00
DBPR Fee
$3.96
DCA Fee
$2.64
Education Surcharge
$2.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Technology Fee
$6.60
Wire and Wood Fence Fee
$214.00
Total:
$329.20
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$329.20
Credit Card
01/15/2019 $329.20
Amount Due:
$0.00
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 to do the work stated.
c
�G
Authorized Signature: Owner / Applicant / Contractor / Agent Date
January 15, 2019 Page 2 of 2
Miami Shores Village
Building Department
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 ❑PUBLIC WORKS
JOB ADDRESS: 465 Grand Concourse
Master Permit No.
Sub Permit No
REIVED
JAN 15 2019
Fec0-) 41
Za
�_ w lc-gS
❑ REVISION ❑ EXTENSION [:]RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip: 3 ! -3 A
Folio/Parcel#: 11 3W (a - d 1 i - 0'5 2-0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Debra & Julian Montero Phone#: 305-984-1032
Arlrlrp— 465 Grand Concourse
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: I Phone#: 305-984-1032
Email: debbiemontero28@gmail.com Z AQ — 2 �00 IDS ( C
CONTRACTOR: Company Name: CAI: Ri &c Cy rg 5 1L.ca 1Ve' L t C. Phone#: 7& 3o6 26 96
Address: JC g]G 5W 2.a 7errct-c l
City: G'"t,J(.V" I State: e L Zip:
Qualifier Name: —fps 1!, 5 C'%, Phone#:
State Certification or Registration #: C 6C, 8A Q! 6 S Certificate of Competency #:
DESIGNER: Architect/Engineer:
hone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: (VL"'
Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: Z(p �'1� [7 IF 6 140f3 � 5 c: �+�1 L � � l v �'1=� �� f e n f
U) t h 2 - (4` 0 P t' PI W ga it k 4_r N._s
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ Ll
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the Absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. ' r
Signature Z -' 1 Y v`'�� Signature
OWNER or AGENT
The foregoing instrume t was acknowledged before me this
day of C, . , 20, by
6 who is personally known to
me or who has produced M53to • 1 b', 08�3$' as
T-" '100-V4 UL %-% ce ^S L
identification and who did take an oath.
NOTARY PUBLIC:
CO
The foregoing instrument was acknowledged before me this
day of D-p�4c— l
, 20 ` � , by
TJ!=- Lcwg e, , who i rsonally know
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: WV
Print:10
Print: _
Seal:
MAi U - - Seal:
Q EL FLORES
MY COMMISSION # GG078263
','locoP' EXPIRES May Q9, 2021
APPROVED BY 1--afiJ/t / Plans Examiner
Structural Review
;,�'3MAIQUEL FLORES
MY COMMISSION # GG078263
a •. EXPIRES May 09, 2021
**
Zoning
Clerk
(Revised02/24/2014)
1/15/2019 Property Search Application - Miami -Dade Countv
OFFICE OF THE PROPERTY APPRAISER
!41t,.:'
Summary Report
Property Information
Folio:
11-3206-017-0320
Property Address:
465 GRAND CONC
Miami Shores, FL 33138-2462
Owner
JULIAN FELIPE MONTERO &W
DEBRA FRANK MONTERO
Mailing Address
465 GRAND CONCOURSE
MIAMI SHORES, FL 33138-2462
PA Primary Zone
1300 SGL FAMILY - 2801-3000 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/3/0
Floors
1
Living Units
1
Actual Area
3,637 Sq.Ft
Living Area
2,969 Sq.Ft
Adjusted Area
2,893 Sq.Ft
Lot Size
16,250 Sq.Ft
Year Built
1950
Assessment Information
Year
2018
2017
2016
Land Value
$571,906
$571,906
$519,915
Building Value
$287,018
$191,424
$192,853
XF Value
$42,575
$24,089
$24,290
Market Value
$901,499
$787,419
$737,058
Assessed Value
$549,359
$468,349
$458,716
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$352,140
$319,070
$278,342
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
PB 15-14
AMD PL OF MIAMI SHORES SEC 4
NE1/2 LOT 23 & ALL LOTS 24 & 25
BLK 87
LOT SIZE 125.000 X 130
Generated On : 1/15/2019
Taxable Value Information
20181
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$499,359
$418,349
$408,716
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$524,359
$443,349
$433,716
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$499,359
$418,349
$408,716
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$499,359
$418,349
$408,716
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
04/01/2007
$927,000
25638-0220
Sales which are qualified
09/01/2003
$430,000
21656-3026
Sales which are qualified
03/01/1988
$155,000
13634-0078
Sales which are qualified
10/01/1973
$73,000
00000-00000
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamid ade.gov/info/disclaimer.asp
Version
Miami Shores Village
Building Department
SURVEY AFFIDAVIT
STATE OF (FLORIDA)
COUNTY OF (DADE)
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
The undersigned Affiant, D ebb i �. �° r• -4 ?, does hereby attest that
(Property owner)
The attached survey, performed by
(Name of surveyor's company)
For address: 465 Grand Concourse
Performed on % �8 (date of survey) is an accurate representation of the existing conditions and
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
structures may affect final inspections as applicable to this or other permits.
Further, Affiant say eth naught.
IQ . qW
,--D .e bb i q.— fNl va Y T-2 r2.p
Property Owner Signature Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this day of r
Affiant is personally known to me, producedRSSb' is ide/ntifi�catio .
U�AAu
Notary
Revised on 5122/2009/ Revised on 6/12/09 oa'' MAIQUEL FLORE5
MY COMMISSION # GG078263
EXPIRES May 09, 2021
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`J I BOUNDARY SURVEY # '
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:> N ,,, PROMITY ADORESS: 1" '�° `•
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LLl 485 QAA-06 COCOASG WAMI S►iom RAMA 3313
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LEGAL DESCRIPTION
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PRODUCT COMPONENTS
1 I 0, 09
N
I- SOLID P05T - 2)(2
ALLOY: 6063-T6
I;
� 14
_ 'I
�L, 07
2- POST
SNAP PLATE
ALLOY: 6O63-T6
2R- P05T
SNAP PLATE + 1 2"
CHANNEL REINF.
(2" BELOW SHEAR LINE)
(10' ABOVE SHEAR LINE)
ALLOY: GOG3-T6
2 crnv
1,
3- BOTTOM CHANNEL 4- TOP CAP
SNAP PLATE SNAP PLATE
ALLOY: 6o63-TG ALLOY: GOG3-TG
5- SNAP CHANNEL
ALLOY: 6063-T6
GENERAL NOTES:
EXPOSURE C EXPOSURE D
POST SPACING POST SPACING
H 3G" 48" 60" H 3G" 1 48" GO"
3G OK OK OK 36 Or, OK OK
48 OK OK OK 48 OK OK OK
GO OK OK OK 60 OK OK OK
72 OK OK OK 1—) 72 OK OK
H: FENCE HEIGHT IN INCHES H: FENCE HEIGHT IN INCHES
(') POOL AREAS 48" MINIMUM HEIGHT SEE GENERAL NOTE 7
(") USE SOLID POST (1) OR POST + REINF (2R) FOR 72"
HEIGHT FENCE
A I - TOP RAIL - WALL ANCHOR
CAST ALUMINUM SECURED WITH
(2) 1/4"X2 1/4'TAPCON5
4 I
AS J04
0,04 ii��...•1�
6- 314" PICKET RAIL 7- 1" PICKET RAIL
ALLOY:6063-TG ALLOY:6063-T6
EM
8- SOLID RAIL - 2X I
ALLOY: 6063-TG
A3- TOP RAIL END CAP A4- POST TOP CAP
CAST ALUMINUM MATERIAL: PLASTIC
A2- BOTTOM RAIL I�
WALL ANCHOR u 1-4
CAST ALUMINUM SECURED AG- SPEAR
W/ (2) 1 /4'X2 114" TAPCON5 PLASTIC A7- BALL QUAD SPEAR
PLASTIC
POST SPACING I POST SPACING I
1J\—bU U-J
D^
s*
K�
�LO
vLJ
M
POOL AREAS:
t
MAX. 2' OVER LANSCAPE J
MAX.4' OVER CONCRETE
O O
c�lao
M
0
I I
i I
�--- 48-)
A5- P05T BASE ANCHOR
CAST ALUMINUM SECURED
W/ (4) 3/8'X4" LG TAPCONS
�i,•� DE F// .,
/— TOP CAP ,�.•�� � ...........,,,� IL/F •+3.
C E NSF
t No. 52609 y o0
—PICKETS
a
STATE OF
-POST .p''
/—BOTTOM RAIL _ NA,,,,,0
NOTE: ELEVATIONS CAN BE WITH AS MANY
POST NS 1, CONNECTION COMBINATIONS ef�SSIBLEU51NGTHE 08/24/I8
TYPICAL ELEVATION OPTIONS i, 2 ❑R 3 COMPONENTS fQ 5F IFI
OPTION I
CORE DRILLED
CONCRETE SLAB
>0
MINIMUM POROSIWCn ,,5 so 0 RCQ
TYPICAL BASE CONNECT&N be self Cl the P0000l out►yerd
aR V'Ca locateci 017 �Og/Self•lock' area,
OPTION 2 d foCateq PwTwd� e,
POST BASE ANCHOR from bt#� S�{ IN the gate
�
o FOIN54',
FiC 424. ,3 gate.
1 /4' HH BOLT
W/ NUT
< 4) 3/8x4
RED HEAD
LDT ANCHORS
a.
OPTION 2:
OPTION 1: P05T SET ON CAST ALUMINUM POST
P05T TO BE SET ON MIN. 3000 PSI BASE ANCHOR WITH (4) 315" X4" LG
CONCRETE SLAB 4" DIAMETER X 3" TAPCON5 INTO 3000 PSI CONCRETE
DEEP CORE DRILL HOLE AND ANCHOR 4" EDGE DISTANCE. LIMITED TO:
WITH MIN. 8000 PSI NON SHRINK P05T SPACING
CEMENT GROUT. EXPOSURE C I EXPOSURED
I - THIS PRODUCT HA5 BEEN DESIGNED AND SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2017 FLORIDA
BUILDING CODE - GTH EDITION.
2- DE51GN i6.BA5ED ON WIND LOADS PER ASCE 7- 10 USING THE FOLLOWING DATA:
• •.eAT:GORY•I, V= 1 15 MPH (FBC I6I6.2, 1), EXPOSURE C t, D, GROUND FLOOR
• •-.FH15 FENCE D�51GN %T07 BE USED AT GROUND SURFACE ONLY. THE USE 15 TO BE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS
....NOT IN'I N11; TO MEET 54ETY GUARD REQUIREMENTS. IT SHALL NOT BE USED ON ELEVATED AREAS AS GUARD RAILING.
4- ALL EXTRUDED MEAEP.5 4ALL BE MADE OF ALUMINUM ALLOY TYPE 6063-T6
• .5�CONCREA SLABS V11`"A'f�1iINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
6- SURR(3UNI1li,JC, 501L.TC PtCOMPACTED TO 98%a OPTIMUM DENSITY, 2000 P51' MINIMUM
M"INSTAIIII ION TO ENIULV9E•A SWIMMING POOL AREA MUST MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SECTION 454.2. 1 7
••* 7.1�•T4� OF ThLiB*BRIER SHALL BE AT LEAST 48" ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE POOL.
,.:THE M WIMUW VERTIEAI.0EARANCE BETWEEN THE GRADE AND THE BOTTOM OF THE BARRIER I5 2" OVER LANDSCAPE AREAS AND 4" OVER HARD
45URFACb5 AREAS.••••.•
••• 7.2- THF. 5ARR144py NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A
YOUN' I!MtQ TO C:ZAV✓�,,UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER.
... 7.36.pFENING9 14THFP BARRIER 5HALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE
7.%-1 WHIERE THIBAPAER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL IS
AFJ LE55 TH45 IN., THE HORIZONTAL MEMBER5 SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE AND THE VERTICAL MEMBERS BE
SPACED NOT TO EXCEED 1 3/4" IN WIDTH.
7.5- WHERE THE BARRIER 15 COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL IS
45 IN. OR MORE, THE VERTICAL MEMBERS SHALL BE SPACED NOT TO EXCEED 4" IN WIDTH.
7.6- ACCESS GATES SHALL BE SELF -CLOSING AND SELF LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE. SEE POOL GATE NOTES
8- ENGINEER IS NOT RESPONSIBLE FOR ANY MISUSE ON DESIGNING, FABRICATION AND INSTALLATION OF THIS PRODUCT. ANY QUESTIONS OR CHANGES
MUST BE ADDRESSED TO THIS ENGINEER PRIOR ENGAGEMENT OF USE.
9- ANY CHANGES TO THI5 DRAWINGS ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER.
H 36' 4 6 ' 36" 48" GO,
36 OK OK OK OK OK OK
48 OK OK OK OK OK OK
". ... 60 OK OK OK OK OK
Fences Good Side Out. Th 72 OK -- oK I -
supporting members JIC6 iit lace the
interior of the plot on v ,'cn the fe!;ce Is oca e
and the finished side shall face the adjoining
lot or any abutting richt-of way.
JILLI SEE NOTE 3
CLOSING ALUMINUM
HINGES PLATE 1/21 /-SELF CLOSING LATCH
COMPACTED
SOIL
OPTION 3:
POST SET ON 1 2"0 X 24" DEEP 3000
PSI QUICK5ET CONCRETE FOOTING
SOIL MATERIAL: SAND, SILTY SAND, CLAVEY
SAND, SILTY GRAVEL LAND CLAVEY GRAVEL
(2000 P5f BEARING CAPACITY, 150 P5f/ft
JKEP4WN5&b@JWfiAQQW NALURAL GRADE)
"' POOL GATE NOTES:
I - ACCESS GATES SHALL BE SELF -CLOSING AND
SELF LATCHING LOCKING DEVICE LOCATED ON
THE POOL SIDE.
2- THE DEVICE RELEASE SHALL BE LOCATED NO
41� LESS THAN H=54" FROM THE BOTTOM ON
_ = EITHER SIDE OF THE GATE.
3- FOR DEVICE RELEASES LOCATED LE55 THAN
54", THE BARRIER SHALL HAVE NO OPENING
GREATER THAN I/2" WITHIN 1 8" OF THE RELEASE
MECHANISM.
GATE POOL AREAS:
ST SPACING MAX. 2' OVER LANSCAPE
(S<=60') MAX.4' OVER CONCRETE
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SCALE:
NA
01/24/18
DRAWING #
18-017
SHEET
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