FW-04-22-1007Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
114 NW 109TH ST, Miami Shores, FL 33168 1121360100180
Contacts
LAURA BRESSAN Owner MR BAEZ METAL CORP Contractor
114 ARSENIO BAEZ
690 NW 32 ST, MIAMI, FL 33127
Business: 3058128031
Inspection Requests:
Description: TAKING OUT EXISITING FENCE AND PUTIING UP Valuation: $ 5,500.00
DURA FENCE PRIVACY AND BRAIDED FENCE ON THE SIDES OF 3ft5 7fi2 4949
Total Sq Feet: 0.00
THE HOUSE ='
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$1.20
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($60)
$60.00
Technology Fee
$2.50
Wire and Wood Fence Fee
$50.00
Total:
$215.30
Payments
Date Paid Amt Paid
Total Fees
$215.30
Credit Card
05/16/2022 $165.30
Credit Card
04/21/2022 $50.00
Amount Due:
$0.00
Building Department Copy
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.
/ Applicant / Contractor / Agent
May 16, 2022 joty 6(y(
Page 2 of 2
Miami Shores Village EwED
Building Department APRitL'
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
BUILDING Master Permit No.r "H 2Z-1'()7
PERMIT APPLICATION Sub Permit No.
�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
j l n l CONTRACTOR DRAWINGS
JOB ADDRESS: , I 1 V V �/ 1
City: Miami Shores ,(Count : Miami Dade Zip:
Folio/Parcel#: ) 2.13 I'— Q v Is the Building Historically Designated: Yes NO
Occupancy Type: Load: / Construction Type: Flood Zone: BFE: FFE: f�
OWNER: Name (Fee Simpple' Titleholder):
� [/�� V`Jr Y5� ✓� Phone#:
/I
Address:: C /lg %
City: ►`AI/ Cl li 5hc" S State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Iy( rr i J q�Z �L✓ �' � Phone#:
Address:
Email: m►rbC1(,l13,4v
,3 ,4y and0, (�aO
/],
Qualifier Name: /�1 / �yAi e (3ye Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: �1 City: State: Zip:
Value of Work for this Permit: $ Si� V Square/Linear Footage of Work: V ' t /
Type of Work: ❑ AdditionLL ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: a h,# t/I/ I '� it lkeA# 0 tllpe
Specify color of color thru the:
Submittal Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised04/05/2022) '
Permit Fee $
DCA Fee $
Training/Education Fee $
CCF $
DBPR $
P&Z Review $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
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
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or insti
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGI
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 complia
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE .OF COMMENCEME
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC
YOUR. NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the app
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted
inspectionr'be approved and a reinspection fee will be charged.
Signatu Signature
OWN or AGENT CONTRACTOR
The foregoing instrume t was acknowledged before me this
0 day of i/ / 20 ZZ , by
(l , Q ✓1 7�w/ho is personally known to
me or who has produced F JCS as
identification and who did take an oath.
NOTARY PUBLIC:
The foregoing instrument was acknowledged beforennm
day of/-%5 `� 20 0�0
hiSe.n 5'1 c7 bc,e who is personally kn
me or who has produced
identification and who did take an oath.
NOTARY
Sign:
Sign:_
Print:
_
0g-17 15 ote2
Print:
Seal: Y,�
JOAN S. BAEZ
Seal:
My COMMISSION#GG920533
4°m
r';PIRES: OCT 08, 2023
kngev,
throuSlh Itt State Insumoe
APPROVED BY Plans Examiner
Structural Review
DAVID SOTO
MY COMMISSION # GG216467
EXPIRES May 10.2022
:ion has
;ulating
POOLS,
with all
MAY
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nt must
person
job site
ace, the
by
to
as
,q 1 ''`IZoning
Clerk
(Revised04/05/2022)
BOUNDARY SURVEY
APX21 2
N.W.
109TH STREET
75' R/w (IMPROVED) BY:
_
.
Fence Good Side
Out.
t fi$rl 1 CONCRETE CURB
members of a fence shall face t.he, in
' Warn Shores Village Building D�. nt
of the. plot on Which the fence is located
`shall
Zoning Dept.. Date? 7
Building: Dept Dafe>
and the finished side face the adjoining CONCRETE cuRB
!t--ararly-a
nd
inright ot way.
State and Co n rules and regulation
S 89'59'40" E 75.00' Permit#
—.__ .
5' CONCRETE WALK',a.—
FOUND 1/2"
Y
FOUND 1/2"
77.60'
IRON PIPE
Q
IRON PIPE
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SEPTIC I
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SURVE Y NO i ES
ASPHAZTDRIC CROSSES T,'-!- PROPERT)'
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PATIO
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BOUNDARY l_ INE ON TH5 SOUTHERLY SIPF
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THERE HkE I-ENCES MEAR TH1F BOUNDARY
LOT 2 w.:
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OF THE PROPERTY.
M1NSCALCUT�
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BLOCK 213
/I ,
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FOUND I/2" 1
IR P/PE
c y a
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IRONPIPE IRON PIPE
NO I.D., 0.1'N.W. 77.76' NO I.D., 0.3'S.E.
Kmir
- —
--
89'56'53" E 75 00' (C)
ALLEY 15' R/w (IMPROVED)
LOT 14
LOT 15 - BLOCK 213
LOT 16 - BLOCK 213
t N S
0 t I F I c e 0
FTP
� � No. 6415
SURVEYORS CERTIFICATE
TARGET
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY
IS A TRUE AND CORRECT REPRESENTATION OF A
CT R�%T��G LLC
�J V ice. � i/ �
�=
SURVEY PREPARED UNDER MY DIRECTION.
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC
LB #7893
STATE OF
0 R I ° Pope
4� y
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL,
OR A RAISED EMBOSSED SEAL AND SIGNATURE.
SERVING FLORIDA
S U 0. V E
Kenneth J .
Digitally signed b
9 Y g Y
6250 N. MILITARY TRAIL, SUITE 102
WEST PALM BEACH, FL 33407
PHONE 640-4800
(SIGNED)
KENNETH J OSBORNE
Kenneth J. Osborne
O �c�^ Date: 2020.01.29
q�p
F�
ag-rr1�i
(561)
STATEWIDE PHONE (800) 226 4807
STATEWIDE FACSIMILE (800) 741-0576
J
PROFESSIONAL SURVEYOR AND MAPPER#6415 ( bt'
d�t48-05-00'
WEBSITE: httpY/targetsurveying.net
FLORIDA \
ALUMINUM
SYSTEMSL«. FAST METAL PANELS,
1.. ALL WORKO�AI NFORi�T,O FlORIDA BUILDING CODE 2020.
2 IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING INSDIC110K ANY
DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO MEET WITH ALL APPLICABLE UTIUTY COMPANIES TO VERIFY ALL UNDER- GROUND
FACIUTIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS MALL PROCEED WITH EXTREME CAUTION AT ALL TIMES, IN THE
EVENT THAT EXISTING UTIUTIES ARE DAMAGED, IT SHAD. BE THE RESPONSIBIUTY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL
DAMAGES.
I
4. THIS WORK REQUIRES A BUILDING PERMIT, DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED.
5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE
DRAWINGS AND SPECIFIED HEREIN.
6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR
TO INSPECTION.
B. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED
FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES.
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER,
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE
USED. I
i7
11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE
ENGINEER PRIOR TO STARTING WORK.
12 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE ANY DISCREPANCIES BETWEEN PLANS, SECTIONS
AND DETAILS OR THE APPUCABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING
BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES
AND /OR INSTRUCTIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA
MATERIALS 14 GARBAGE FROM THE SITE AFTER COMPLETION OF WORK.
14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPUED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE
RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CUENT CONFIRMED DESIGN AND
DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WALL RESULT
IN ADDITIONAL COST.
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
APPROVED IN WRITING BY THE OWNER.
16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT
USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY
OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBIUTY OF OUR CUENT.
DESIGN LOADS
FENCE
ND LOAD AS PER -
WI ASCE 7 16
KD=0.85
WIND VELOCITY AS PER ASCE 7-16
MIAMI-DADE
CATEGORY 2 ------ 115 mph
(AS PER FBC 2020 SECTION 1616.2.1)
CALCULATIONS
_.._.......__.......__...._....... _ _.__,._....._....__._..,__ _._._......__,.__.___..._.__....____._........_.....,,_............._.._-............_. S=0.124 1N$ S=0,0938IN3
In accordance with FBC 2020 and ASCE 7-18 Mmox=16.2a6•.5.4A4/8 Mmox=16.2t6R5.4.4/8
'Wind load Calculation: General Data Post Destan Too an'd Bottom DeHdan -_ Zx=0.0069 in _.._..... _... _ Pr =1 166 1-in =1166 in
iCategory m '-�yl - Left : -4 T 2 712x2 112z1tiGa Steel Galvanised 2x1x1BGa SU Galvanised S=0.47 IN' M AsD=Mn/0 ,- M ASD=FbxSx, 19KSIx0,0938 in3 Mmox_�6. *( •376/12) .125 3.25 3.25 12 t
Ex�iosure_ C Hpost (k)� 6 A 500 A-50o Z-0.58 IN' Mn=Fy*S , D -1.67 M As�1782 2 /-in M AsD=Mn 0 , rr
M As�2 673 in Mmox < M AST /
115.00 Fy (psi) 46000 Mmax (Ib-ink 113997 'Mmax (Ib in) tt88 Mmax=16.2*4*6t6/2 Mmax < M Aso Mn=Fy*Z , D =1.67
L ~ -1.00- A SOO Fb {psi) -27600 - 7xin 0.58 Sx (InA3) 0 124 =13 997 /-(n M Aso=148.74 {-(n
Kd 0 85 Fv (psi)18400 - Po d) Mmax/Sx Po (psi) Mmax/Sx'^ a M AsD=Mn/0 , 0.0 1r Mmax < M AM 1 tLrryJ
h Ik) 8 PIT (psi) 38000 tb�psl� 24132 4 Po�Pslj 9406.451813 Mn-Fy$Z , 0 =1.67 n s IT, r
Pd (psf): 16 2 A 36 Flip ) -21800 Po (psi)<Fb OK �- Po (psi)<Fb OK M AMP,16 000 ill -in �GONZ�i.
Fv (psi)14400 _,.. Mmax < M Aso
^1TI.
Rall to Posts 66necon DesisEn Foundation Design Tnonconstrained FBC 2020 1807.3.2 11
Actual Pullout 194:4 P 388.80 Lateral soil bearing200
Allowable Pullout 200 Using 1018 Hiltl KWik A 1 44 Footing Dlomotorlk) 1.583 L Of 1 L 2' L L L g CERTIF16A
OK Flex Screw d 3,00 For polos 1806 3.4 4 POSTS (16 GA) RAILS (16 GA) + ALTERNATIVE RAILS I PICKETS (26 GA) �
_.
(ALUMINUM) r {
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2 STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 ----- 36 KSI
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4, PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE
WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS
PAINT OR WATHER-WMITE MOTHACRYLATE LACQUER.
LEI
1
ATTES
T'w r�' "�.. Lam"+„!'
6
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SCALE: 3/4"=1'-O"
pax MAX
SCALE: 1 1 /2•=1'-0"
4'-0' MA
Fence Good Side Out.
e vertical and horizontal supporting
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II II
II
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2x1x16 GA m
TUBE RAIL TOP
II GALVANIZED STEEL
MEMBER
ambers of a fence shall face the interior
the plot on whicthe fence is located
the fini•.9hed side shall face the adjoining
lot or arty "butting right of way.
-
-
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-,
--
44
26 GA (MIN.)
GALVANIZED
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I 2.5x2.5xl6 GA.
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GALVANIZED STEEL
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Engineering Group
FLORIDA ALUMINUM SYSTEMS LLC
1621 W 32nd PL Hideah FL 33012 TEL 305-456-0053
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3000 PSI CONCRETE FOOTING
012"x4'-0' DEEP OR
019'x3'-0" DEEP OR
024'x2'-6' DEEP TYP
APPLICABLE EXCLUSIVE IICL/C ONLY
FOR SEDIMENTARY AND
FOLIATED ROCK SOILS
�.a:..�
012"x2'-9' DEEP •
a
() SOIL SHALL BE VERIFIED TO BE
CONSISTENT WITH THE MENTIONED
CHARACTERISTICS. A FLORIDA
LICENSED ENGINEER SHALL VISUALLY
INSPECT AND PROVIDE A CERTIFIED
LETTER
R� E F
W= Slim I1145
PROJECT
LOCATION
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L FEN ,F CNN. CTIONS: \
/
�. -RAIL TO PJST$ TO BE CONNECTED WITH (1) 10-16 hWIK rTcX �
SCREW by HILTI OR APPROVED EQUAL ACCESS HOLE A'. RAIL" TO BE
PROVIDED FOR CONNECTION, OR BE �" WELD 1" WELD LENGTH IN 2
OPOSITE SIDES MINIMUM,
- PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER
PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI
OR APPROVED EQUAL, OR BY 1/4' PUDDLE WELDS,
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DATE: J
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DATE
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PM: HxTaAw A PAL
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DESIGNED BY: AC
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JOB NO.: 20-0372 V05
SCALE: A9 9101R1
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DIMENSIONS 00 NOT SCALE THE DRAWING ANY ERRORS OR OMISS C(JS $IfV�I Hl if��;{��T�I
REPORTED TO EASTERN ENGINEERING GROUP W HOUTq�lq Y 117E CDwI[I iR>Te+^EI a 1
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TARGET
SUR G, LLC
6250 NORTH MILITARY TRAIL, SUITE 102, WEST PALM BEACH, FL 33407 - (800) 226-4807
WWW.TARGETSURVEYING.NET
LAND SURVEY PREPARED FOR LAURA BRESSAN
114 NW 109TH STREET, MIAMI SHORES, FL 33168
(.
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MY 109015t n NW 10-Jit' :t
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Map data 02020 t oogle is
REQUESTED BY:
FLORIDA HOMETOWN TITLE & ESCROW, LLC
4550 PGA BLVD SUITE 215
PALM BEACH GARDENS, FL 33418
PH. 561-624-4440
LEGAL DESCRIPTION AND CERTIFICATION
Lot 2, Block 213, DUNNINGS MIAMI SHORES EXTENSION NO. 6, according to the Plat thereof, as recorded in Plat Book 51, Page 31, of the Public
Records of MIAMI-DADE County, Florida.
Community Number.' 120652 Panel: 0302 Suffix: L Flood Zone: X Field Work: 1/28/2020
Certified To:
LAURA BRESSAN; FLORIDA HOMETOWN TITLE & ESCROW, LLC; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; HOME POINT
FINANCIAL CORP, its successors and/or assigns.
Property Address:
114 NW 109TH STREET
MIAMI SHORES, FL 33168
Survey Number: 401973
Client File Number.: 05-20-0335
ABBREVIATION DESCRIPTION:
A.E.
ANCHOR EASEMENT
F.F. EL.
FINISH FLOOR ELEVATION
O.R.B.
P)
OFFICIAL RECORDS BOOK
PLAT
A/C
AIR CONDITIONER
F.I.P.
FOUND IRON PIPE
P.B.
PLAT BOOK
B.M.
BENCH MARK
F.I.R.
FOUND IRON ROD
P.C.
POINT OF CURVATURE
B.R.
BEARING REFERENCE
F.P.K.
FOUND PARKER•KALON NAIL
P.C.C.
POINT OF COMPOUND CURVE
(C)
CALCULATED
(L)
LENGTH
P.O.B.
POINT OF BEGINNING
0
CENTRAL / DELTA ANGLE
L.A.E.
LIMITED ACCESS EASEMENT
P.O.C.
POINT OF COMMENCEMENT
CH
CHORD
L.M.E.
LAKE MAINTENANCE EASEMENT
P.R.C.
POINT OF REVERSE CURVE
(D)
DEED / DESCRIPTION
(M)
MEASURED / FIELD VERIFIED
P.T.
POINT OF TANGENCY
D.E.
DRAINAGE EASEMENT
M.H.
MANHOLE
RADIAL
D.H.
DRILL HOLE
N&D
NAIL & DISK
(R)
I RADIUS
I RADIUS
D/W
DRIVEWAY
N.R.
NOT RADIAL
S.I.R.RADIAL
S.ISET
IRON ROD
E.O.W.
EDGE OF WATER
N.T.S.
NOT TO SCALE
T.O.B.
TOP OF BANK
F.C.M.
FOUND CONCRETE MONUMENT
O.H.I.
OVERHEAD UTILITY LINES
„ �
„T„
PAGE 1 OF 2 PAGES
(NOT COMPLF.TF W ITHOUT PAGI
GENERAL NOTES:
1 LEGAL DESCRIPTION PROVIDED BY OTHERS
2; THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER
RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT.
3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS
WERE NOT LOCATED.
4) WALL TIES ARE TO THE FACE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCT
BOUNDARY LINES.
5 ONLY VISIBLE ENCROACHMENTS LOCATED.
6 DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN,
7 FENCE OWNERSHIP NOT DETERMINED.
8) ELEVATIONS INDICATED HEREON ARE IN FEET AND DECIMALS REFRENCED TO N.G.V.D. 1929
9 IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE
CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES.
IN ALL CASES, DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER
SCALED POSITIONS,
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SYMBOL DESCRIPTIONS: ;
t-
a = CATCH BASIN
---,r- = MISC. FENCE
CENTERLINE ROAD
G
= PROPERTY CORNER
® -COVERED AREA
nu
= UTILITY BOX
+ XXx = EXISTING ELEVATION c�P'
= UTILITY POLE
- HYDRANT
®W41
= WATER METER
OO = MANHOLE
®
= WELL
— • — = METAL FENCE
— , —
= WOOD FENCE
SURVEYING, LLC
LB #7893
6250 N. MILITARY TRAIL, SUITE 102
WEST PALM BEACH, FL 33407
PHONE (561) 640-4800
STATEWIDE PHONE (800) 226-4807
STATEWIDE FACSIMILE (800)741.0576
WEBSITE: http:lltargetsurveyng.net
A� �® CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
03/15/2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsements .
PRODUCER
CONTACT NAME: Nadia Nicolas
Nicolas Bros Insurance Group
PHONE . (305) 393-8999 1 A/c No):
MAIL
ADDRESS: @ 9• insurance nb-i com
A
1101 BRICKELL AVE
INSURERS AFFORDING COVERAGE
NAIC #
STE G 1
INSURERA: GRANADA INSURANCE
Miami FL 33131
INSURED
INSURER B :
INSURERC:
MR BAEZ METAL CORP
INSURER D :
690 NW 32 STREET
INSURER E :
INSURERF:
MIAMI FL 33127
COVERAGES CERTIFICATE NUMBER- REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADDL
SUBR
NUMBER
POLICPOLICY
MM/DDY EFF
IP�p EXP
LIMITS
X
COMMERCIAL GENERAL LIABILITY
EACH OCCURRENCE
$ 1,000,000
CLAIMS -MADE X OCCUR
DA TO -RENTED
PREM SES Ea occurrence)
$ 1,000,000
MED EXP (Any one person)
$ 5,000
PERSONAL & ADV INJUF�1 ` ` $ , 1,000,000
A
N
N
0185FLOO100503
08/30/2021
08/30/2022
GEN'L AGGREGATE LIMIT APPLIES PER:
GENFr SAL F.GG 2EGATE J $ 2,000,bOO
X POLICY PRO ❑ LOC
PRODUCTS-COMP/OPAGC $ 2,000,000
OTHER:
$
CON1IN@ii SINGLE LIMIT
Eaacddcn c
AUTOMOBILE LIABILITY
BOMEY�It(JJU(* (Per per�,ont
ANY AUTO
OWNED SCHEDULED
AUTOS ONLY AUTOS
BODII�YclpQx)p (Peracci4ent)
__
c
_
$ `
HIRED NON -OWNED
AUTOS ONLY AUTOS ONLY
PROPERR�'Y D�A141AGE
Per aL`clde�Si
UMBRELLA LIAB
OCCUR
EAC14OCCURRENCE
1$
y
AGGREGATES
$
EXCESS LIAB
CLAIMS -MADE
DED RETENTION $
$ `
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY Y / N
I PER OI"H-
STATUTE I ER
ANY PROPRIETOR/PARTNER/EXECUTIVE
E.L. EACH ACCIDENT
$
OFFICER/MEMBER EXCLUDED? ❑
N / A
(Mandatory in NH)
E.L. DISEASE - EA EMPLOYE
$
If yes, describe under
DESCRIPTION OF OPERATIONS below
E.L. DISEASE - POLICY LIMIT
$
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required)
tK 111-116A I t
Miami Shores Village Building Department
10050 N.E 2nd Ave
Miami Shores
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE DocuSigned by:
FL 33138 Michel Nicolas F,
01988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD
Mr. Baez Metal Corp
Date:4/19/22
State of F, L'
County of KqG m�, t 'Ae.
Before me this day personally appeared who, being duly sworn,
deposes and says:
That he or she will be the only person working on the project located at:
I I ?-( jutA) I Oq ",
Contractor Signature
k
Sworn to (or affirmed) and subscribed before me this ��� day of
by— r se,(\.' Q ('Y e, Z
Personally known %<-I
OR Produced Identification
Type of Identification Produced FL -bi-,
K
VID SOTOMISSION # GG216467ES: May 10,
Print, Type or Stamp name of Notary