BPP-19-1220Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
1421 NE 104TH ST, Miami Shores, FL 33138
Contacts
Permit NO.: BPP-05-19-1220
fti-
Permit Type: Pools/Whirlpools/Hot Tubs
a.� Work Classification: New
Permit Status: Approved
Issue Date: 07/24/2019 1 Expiration: 01/20/2020
Parcel Number
1122320320060
Henry Dow Owner FLORIDA POOL PATIO CORP Contractor
1421 104 CLAUDIO SEBASTIAN VALERO
12241 SW 99 ST, MIAMI, FL 33186
Business: 3058150181
Description: NEW SWIMMING POOL AND SPA Valuation: $ 24,000.00 Inspection Requests:
Total Scl Feet: 465.00
Fees
Amount
Application Fee - Other
$200.00
CCF
$14.40
Certificte of Completion for Single Fam
$50.00
and Duplex
DBPR Fee
$10.80
DCA Fee
$7.20
Education Surcharge
$4.80
Permit Fee
$520.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$15.00
Structural Review ($90)
$90.00
Structural Review ($90)
$90.00
Technology Fee
$18.00
Total
$1,055.20
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$1,055.20
Credit Card
05/29/2019 $200.00
Check # 9014
07/24/2019 $855.20
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.
Authorized Signature: Owner / Applicant / Contractor / Agent
July 24, 2019
Date
Page 2 of 2
BUILDING
PERMIT APPLICATION
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
RECEIVED
MA 2 9 2019
BY:
FBC 20 (� _ � 22�
Master Permit No �?P- ds- 1�
Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL
❑PLUMBING ❑ MECHANICAL [_]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:) `-I Z I N i Q-1
City Miami Shores County: Miami Dade zip:33i_�O
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: 1 Construction Type: Flood Zone: BF�E,:�, / r / FFE: / `/
OWNER: Name (Fee Simple Titleholder): I 1 n✓i / .t') W Phone#: _6/ " ` 15- Z[� Y
Address: ILI2iI N100
City: M ,rj rA , sb_r .5 � a State: �L Zip: 331�
Tenant/Lessee Name:
Email:
r(� iv-Lf Poo
CONTRACTO/R�Co�mpany Name:
Address:
City: 1 _ 1,1
Qualifier Name:
9
ne#:
3 Sys-oi-F,
Zip:
Phone#:
State Certification or Registration #: C_T v Certificate of Competency #:
DESIGNER: Architect/Engineer:
to
ne#:
Address: City: State: Zip:
Value Value of Work for this Permit: $ • �V Square/Linear Footage of Work: �'7>
Type of Work: ❑ Addition ❑ Alteration 3/New I ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:
Submittal Fee $200 ` C� Permit Fee $
CCF $ ( T . 4/6 CO/CC $ o C�
Scanning Fee $ �' Radon Fee $ 1 ''11 DBPR $ (U • Notary $
V `-f� go Double Fee $
Technology Fee $ �`' ` Training/Education Fee $
Structural Reviews $ G3 C)U , C'C3 Bond $ ��� ` ao
. �� • W TOTAL FEE NOW DUE $ , _
(Revised02/24/2014) � 3!s; �. ZC)
�:-;2Q - co
20
0 . SG
�L:� -��
�j:: �)rZ---�-CJ9
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 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_beposted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature :2_
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of 1 1 20 )'i by
i�4 who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: Ln��
Seal: i---------- - -
�- N Notary Public State of Florida
Abby Leon
< My Commission GG 117123
CONTRACTOR
The foregoing instrument w acknowledged before me this
2-1-day of 20 by
10 C� who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: ��"n� Aqua `
Seal: ---
APPROVED BY r' Iff /I,-", l - Plans Examiner
41 Structural Review
(Revised02/24/2014)
; •*^ ° ;; NADINE AGUAS
MY COMMISSION # GG090407
as
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
SWIMMING POOL OWNER'S CERTIFICATION
Date 5 Lv4 I G
Miami Shores Village
Building & Zoning Department
Attention: Building Official
I certify that I am the legal owner of the property described as
located at ICI 21 N-� 104
SYo!)rts �L 33i3 S
In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I
understand and agree that the swimming pool to be constructed at the above address cannot
be used or filled with water until separate permit has been obtained for an approved safety
barrier, and such barrier erected, inspected and approved.
I further understand that this certification, however, does not eliminate the need for
obtaining a permit and erecting and approved barrier prior to final inspection and use of the
pool.
Legal Owner #11.1 24Yl/
Note: This certification is to be submitted with a swimming pool permit application in duplicate.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT
I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at
� lj z) ut= 104 5,-f- l am, Sh-yrs ILL 3D3 R Miami Shores, FL, and hereby
affirm that one of the following methods will be used to meet the requirements of Chapter 515,
Florida Statues and the Florida Building Code R4101.17.
Please Initial the method(s) to be used:
The pool will be equipped with an approved safety pool cover that complies with ASTM
F1346-91. (Submit Manufacturer's Specifications).
A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code
R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of
attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's
Specifications).
A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry
fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type
and location of all non dwelling walls. Florida Building Code, R4101.17.1
Any combination of protection which incorporates dwelling walls with openings directly into the
pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building
Code, R4101.17.1.9 (Submit Manufacturer's Specifications).
Any combination of protection which incorporates dwelling walls with openings directly into the
pool perimeter and all doors will be equipped with a self -latching device with positive mechanical
latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all
types and location of all perimeter protection. The plans must also show the location and type of all
openings, and the hardware type for each location. (Submit Manufacturer's Specifications).
In accordance with the Code, the pool may not be filled with water without compliance with the
Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be
presumed to be unsafe. Iynderstand that not having one of the above Installed will constitute a
violation of ChapterhZ, F.S ., an d will be considered as committing a misdemeanor of the second
degree, punish�(e as provided in Section 775.082 or Section 775.083 F.S . This form must be signed
by the.oymer/aggnt.�nd the prime contractor.
0ONTRACTOR'S SIGN TU E AND DATE
0,0 d ( G \o(� .y\-D
CONjkKTOR'S NAME (PLEASE PRINT)
NADINE AGUA3
MY COMMISSION # GG090407
EXPIRES April 04.2021
-d ✓/ \ / V
OWNER'S SIGNATURE AND DATE
Notary Public State of Florida
0 R'§ NAME TLEASE PRI Abby Leon
My Commission GG 117123
Expires 10/1612021
NOTARY PUBLIC
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE
KNOW ALL MEN BY THESE PRESENTS:
WHEREAS, the undersignedflwgi LbL✓ is/are the fee
simple owner(s) of the following described property situated and being in Miami Shores Village, Florida:
Address: l�J 2 I NE )y� ( �S` ► 1 �I ,'are►, Snm5 �_ 3 3
Whereas, the undersigned owner(s) 4C
desire to utilize said Lot(s) as a single building si e, and the undersigned owner(s) do(es) hereby declare
and agree as follows:
I. That the property will not be used in violation of any ordinances of Miami Shores Village
or Miami -Dade County now in effect or hereinafter enacted.
II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a
pool where the required enclosure is not on the subject property where the pool is located.
Ill. That if any of our adjoining neighbors remove any portion of their fence or wall, or if
our/my property shall fail to meet code requirements for pool barriers, we, as owners will
immediately installs a protective enclosure to meet code requirements and will obtain a
permit for such fence.
IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury
that results from not having the enclosure.
V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in
the event that is damaged or removed by any case.
NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that
he/she will not convey or cause to be conveyed the title to the above property without requiring the
successor in title to abide by all terms and conditions set forth herein.
FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a
restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a
covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns
and may only be rele6sed by Miami Shores Village, or its successors, in accordance of said Village then in
effect.
OWNER SIGN & PRINT OWNER SIGN & PRINT
I Hereby Certify that on this day personally appeared before me j,„n i J1 ) w
and has produced ID # 1� 000 3 90 7 io .3320 as identification and he/she acknowledge that he/she
executed the foregoing, freely and voluntarily, for purposes there in expressed.
1 ;_
SWORN TO AND SUBSCRIBED before me on this 2 day of U , 20(13
"F'0 � NOTARY PUBLIC STATE OF FLORIDA
(Revised 05/2209 �4►o.N Notary� ry eon��� state of Florida
y Commission GG 117123
yp 1o11812021
PROPERTY ADDRESS:
1421 NE 104th STREET MIAMI SHORES, FL. 33138
FLOOD ZONE INFORMATION:
COMMUNITY NO. 120652 PANEL NO. 0306 SUFFIX L
FIRM DATE: 09-11-2009 FLOOD ZONE: AE +9.0'
LEGAL DESCRIPTION:
LOT 6, BLOCK 3, OF "RIVER BAY PARK ADDITION ", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 40, AT PAGE 72, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
FLORIDA.
SURVEYOR'S NOTES:
LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT.
THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY SURVEY
LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS, LIMITATIONS, RESTRICTIONS,
RESERVATIONS OR RECORDED EASEMENTS.
THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON
THE MAP OF SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMbDADE COUNTY,
OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS
MAY APPEAR.
THIS SURVEY DOES NOT DELINEATES THE REGULATORY JURISDICTION OF ANY FEDERAL,
STATE, REGIONAL OR LOCAL AGENCY BOARD, COMMISSION OR OTHER ENTITY.
THE ELEVATIONS OF WELL -IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP
WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 1/10 FOOT FOR
NATURAL GROUND SURFACES AND 51100 FOOT FOR HARDSCAPE SURFACES, INCLUDING
PAVEMENTS, CURBS AND OTHER MAN-MADE FEATURES AS MAY EXIST.
WELL -IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN
ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT UNLESS OTHERWISE SHOWN.
THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC SCALE IN
ENGLISH UNITS OF MEASUREMENT. ATTENTION IS BROUGHT TO THE FACT THAT SAID DRAWING
MAY BE ALTERED IN SCALE BY THE REPRODUCTION PROCESS
ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD FEET
REFERENCE BENCH MARK: GNSS Statistics StdDevH=0.07,StdDevV=0.03',RefID=606,
RefLat=N25°57'56.76786",RefLon=W80° 10'02.22280",RefHgt=-56.98',
SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929.
THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR
OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL.
SUBSURFACE IMPROVEMENTS AND/OR ENCROACHMENTS WITHIN, UPON, ACROSS, ABUTTING
OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT LOCATED AND ARE NOT SHOWN.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO THIS MAP OF SURVEY BY OTHER
THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING
PARTY.
THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED
HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY.
IN MY PROFESSIONAL OPINION, THIS " BOUNDARY SURVEY', MEETS THE STANDARDS OF
PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17.05 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES.
AND, IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
360° SURVEYING AND MAPPING, LLC
FLORIDA CERTIFI TE OF AUTHORIZATION NO. LB 6356
OSCA . BAEZ-CUSIDO, P.L.S.
R TERED SURVEYOR AND MAPPER NO.5034
ATE OF FLORIDA.
FOUND DRILL
— _ HOLE @ 0.3' O/S S.
BISCAYNE CANAL
POOL
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POOL DECK
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12'PARKWAY
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ASPHALT
APPROACH
NE 104th STREET
_50' PUBLIC RIGHT-OF-WAY_ _
19 -/- ASPHALT PAVEMENT
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(NOT TO SCALE)
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W J
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ELEVATION
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ZMETER (WATER)
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ABBREVIATIONS
A/C = AIR CONDITIONER UNIT
C.L.F. = CHAIN LINK FENCE
C.B.S. = CONCRETE BLOCK B STUCCO
CONC. = CONCRETE
0 = DIAMETER
F.F.EL. = FINISHED FLOOR ELEVATION
F.I.P. = FOUND IRON PIPE
H = HEIGHT
ID. = IDENTIFICATION
OIS = OFF SET
PG. = PAGE
P.B. = PLAT BOOK
GEOTECHNICA1 1 ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
Ecoc DYNATECH ENGINEERING CORP,
Miami, November 27, 2019
Mr. Chris Lopez
J.L.0 ENTERPRISES, INC.
2800 NW 32"d Avenue
Miami, FL 33142
Re: Proposed Pool Deck @
1421 Northeast 104" Street
Miami Shores, FL 33138
Dear Mr. Lopez:
V V W.DYNATECHENGINEERING.COM
6pp- os-o-Aud
Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a site
inspection on November 27, 2019 at the above referenced project. The purpose of our
inspection was to document the pile logging operations.
All piles consisted of 3 %2" diameter helical piles with 12"/14" helices, placed at the locations
marked by the client to the depths indicated on the attached field logs to achieve a bearing
capacity of 6 tons in compression.
Enclosed find copies of our field log inspection.
It has been a pleasure working with you and look forward to do so in the near future.
Sincerely yours,
M /o
�O
--
F No
Wissam Naamani, P.E.
3 85 ;
DYNATECH ENGINEERING CORK. * "
Florida Reg. No. 39584 iQ : ,ASrATEOF : I
Special Inspector No. 757 1scs'ZoR�DA-
Certificate of Authorization No.: CA 544, PAV" � 2\x�
'�/11111 %a,0
REPORT OF PILE DRIVING
INSPECTION
DYNATECH
REPORT OF PILE DRIVING INSPECTION
CLIENT : J.L.0 ENTERPRISES, INC.
PROJECT : Proposed Pool Deck @
ADDRESS : 1421 Northeast 104" Street, Miami Shores, FL
ENGINEERING CORP.
750 WEST 84TH STREET
HIALEAH, FLORIDA 33014
(305)828-7499
DATE: 11-27-2019
HAMMER USED: Eskridge 2 speed
PAGE NO.: 1 of 1
PILE TYPE
PILE NO.
1
2
3
4
5
6
7
8
9
10
REMARKS 1
500
500
500
500
700
500
600
700
700
600
1
2
700
700
600
700
900
700
800
800
800
800
2
3
900
800
800
900
1000
900
1000
900
1000
900
3
4
1100
1100
1000
1100
1000
1100
1200
1100
1200
1100
4
5
1200
1100
1200
1200
1100
1250
1200
1200
1500
1400
5
6
1200
1200
1200
1200
1100
1400
1400
1300
1600
1500
6
7
1400
1300
1500
1300
1200
1600
1700
1500
1700
1800
7
8
1400
1500
1700
1300
1500
1900
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1900
8
9
1700
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1700
1400
800
900
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800
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800
9
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900
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1700
900
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10
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900
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700
950
950
850
900
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900
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1000
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900
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950
900
900
900
900
900
12
1000
900
950
800
900
900
900
950
900
1000
13
14
15
1000
1000
1000
900
1000
1000
900
1000
1000
1000
14
1000
1000
1000
900
1000
1000
1000
1000
1000
1100
15
16
1100
1100
1100
1000
1100
1100
1000
1100
1100
1100
16
17
1150
1100
1150
1000
1150
1150
1100
1150
1100
1150
17
18
1150
1100
1 1200
1100
1200
1200
1200
1200
1200
1150
18
19
1200
1150
1350
1250
refusal
1250
1300
1 1250
1200
1200
19
20
1250
1150
refusal
refusal
refusal
refusal
refusal
1200
1300
20
21
refusal
1200
1300
refusal
21
22
1300
refusal
22
23
refusal
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
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34
35
35
Pile Size (Inches)
3'/:'
3%:"
3%:"
3%:"
3%z"
3%:"
3%:"
3'/2"
3'/z"
3%z"
Length (Feet)
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
Bearing Required (Tons)
6T
6T
6T
6T
6T
6T
6T
6T
6T
6T
Penetration Lasts Blows
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Form ula Tons (Tons)
6+
6+
6+ 1
6+
6+ 1
6+
6+ 1
6+
6+
6+
Depth Driven Feet
21'
23'
20' 1
20'
19' 1
20'
20' 1
20'
22'
21'
NOTE: Depth Driven Refers to Existing Ground Elevation.
Field Tech: D.B.
SITE PLAN
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'ILES & GRADE BEAMS PLAN 0
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.Y�
a
Job No
19-013
Date:
10-09-19
Sde' S
As Shown y
AR-00015344 e
13
s
sm �
AA-26001560 �
Sheei No. p
S-1 8R
CONTRACTOR AND BUILDER
SHALL %ERIEY ALL DIMENSIONS ON DRAWWNOS AND CONDITIONS AT JOB
SITE PRIOR TO THE START OF ANY WORN AND REPORT ALL
DISMPANCWS 70 THE ARCHITECT/ENCMEER M WRITMG ONLY. DO NOT
SCALE THE DA-GS TO TARE DIMENSIONS,
DAEXISTING & PROPOSED FOUNDATIO
SCALE: k•.r-O-
GEOTECHNICAL I ENVIRONMENTAL FMATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES , .
EC DYNATECH ENGINEERING CORP.
Miami, August 8, 2019
Mr. Chris Lopez
J.L.U. ENTERPRISES, INC.
2800 NW 32"d Avenue
Miami, FL 33142
Re: Proposed Pool @
1421 NE 104 Street
Miami Shores, FL 33138
Dear Mr. Lopez:
W N W.DYNATECHENGINEERING.COM
oe-9111* 2 2,0
Cl
i
Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) conducted a site inspection
on August 8, 2019 at the above referenced project. The purpose of our inspection was to document
pile driving operations only.
All piles consisted of 14 inches diameter auger cast piles placed at the locations marked by the client
to the depths indicated on the attached field logs to achieve a bearing capacity of 40 tons in
compression.
Enclosed please find copies of our field inspection logs.
It has been a pleasure working with you and look forward to do so in the near future.
Sincerely yours,SAAD Ilk
i
10
Wissam Naamani, P. E.
DYNATECH ENGINEERING CORP.,- NO.39584
Florida Reg. No. 39584 = * ' ' �.
Special Inspector No. 757 p �, STATE OF ' Ir
Certificate of Authorization No.:
i� F (pR10P''���'�N
sI�ONAL
�liillll
750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM j4tEC
DYNATECHENGINEERING CORP.
REPORT OF AUGERED CAST PILES
DATE : 08-08-19 PAGE No.: 1 of 2
CLIENT : J.L.U. ENTERPRISES, INC.
ADDRESS : 2800 NW 32"d Avenue, Miami, FL 33142
PROJECT : Proposed Pool @
ADDRESS : 1421 NE 104 Street, Miami Shores, FL 33138
Pile Number
1
2
3
4
5
6
7
Auger Diameter (Inch)
14
14
14
14
14
14
14
Pile Length (Ft)
20
20
20
20
20
20
20
Theoretical Pile Volume
Ft3
21.4
21.4
21.4
21.4
21.4
21.4
21.4
# Of Pump Strokes
40
31
32
30
29
30
31
Volume Per Pump
Stroke(Fe)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
Actual Pile Grout
Volume Ft3
42
32.55
33.6
31.5
30.45
31.5
32.55
Actual / Theoretical
Volume
1.96
1.52
1.57
1.47
1.42
1.47
1.52
Reinforcing Size
5 # 5's wi
#3 ties @
6" ox. 20'
5 # 5's w/
#3 ties @
6" ox. 20'
5 # 5's w/
#3 ties @
6" ox-20'
5 # 5's w/
#3 ties @
6" ox. 20'
5 # 5's w/
#3 ties @
6" ox. 20'
5 # 5's w/
#3 ties @
6" ox. 20'
5 # 5's w/
#3 ties @
6" ox. 20'
Grout Truck #
932
932
932
932
932
932
932
REMARKS:
Field Tech: wo
2
750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM t-EC
DYNATECHENGINEERING CORP.
REPORT OF AUGERED CAST PILES
DATE : 08-08-19 PAGE No.: 2 of 2
CLIENT : J.L.U. ENTERPRISES, INC.
ADDRESS : 2800 NW 32" Avenue, Miami, FL 33142
PROJECT : Proposed Pool @
ADDRESS : 1421 NE 104 Street, Miami Shores, FL 33138
Pile Number
8
9
10
Auger Diameter (Inch)
14
14
14
Pile Length Ft
20
20
20
Theoretical Pile
Volume(Ft)3
21.4
21.4
21.4
# Of Pump Strokes
33
40
39
Volume Per Pump
Stroke Ft3
1.05
1.05
1.05
Actual Pile Grout
Volume Ft3
34.65
42
40.95
Actual / Theoretical
Volume
1.61
1.96
1.91
Reinforcing Size
5 # 5's Wi
#3 ties @ 6"
ox.20'
5 # 5's w/ 43
ties @ 6"
ox.20'
5 # 5's Wi
43 ties @ 6"
ox.20'
Grout Truck #
932
912
912
KLMAKKJ:
Field Tech: wo
3
750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM C4tE
AND
10' EACH
PROMGE 12' X 36'
SLAG BAND WITH 5 1 H TOP
AND BOTTOM, OVER PILING
' (SEC DETAIL IN THIS PAGC)
++ 3 T.-3'
��lli�//1�
M►\
I�
POOL PILING LAYOUT
scALE a/4•-1'-0'
OPTIONAL: PROVIDE
CONTRASTING TILE OR 80- NOSE
12' CONCRETE SLAB PflONOE d3 O 6- TILE ON STEPS k BENCH EDGE
4 O 10' EACH WAY NOR. k VERT W/ 16 MIN. SPLICE
TOP AND BOTTOM (ONLY FOR 9' SPA WALL) B•
. IN
•� _ ___ __ $PAA�TER LINE—�_—'
___
510 14'
l sTo � M0011 IHOOK t i33'I:�i-i9f
_ lei. t
�' I It](3NY 11333 '.ice.
�ii tP
_ _ Y AUGER PILE S
H
2' CONCRETE SLAB 24. M I
/ 4 0 TO- EACH WAY -
.si. AND BOTTOM.
MAIN DRAIN (SEE
DETAIL IN PACE 3-4)
Icy``
1fi
I_
LPRONDE
36• % 38• % S• DROP
AROUND EAON PILE
14' AUGER PILE
SECTION B
,4- A PILE
SCALE :1/2'-1'-0•
NOTE:
Au 3P1Kz wsr eE 4e aAR aA
PRONOE ]• MIN. CLEAR caNa1E1E COVER
POOL
N POOL COPING
COPING N VV �P
POOL DEC(
POOL DECK
B.
(BY OTHERS)
BY OTHERS)
-- - - —.----
----- -- ----
A u
��.»
6' CERAMIC TILE FINISH
CLEAR
INTERIOR POOL PLASTER
PROL4DE
// 4
OVERT 1O'
NOR O
ROVIDE / 4 C 10-
OR Q VERT
3'_O.
12' CONCRETE SLAB
SE
W/ 1 4 0 TO- EACH
WAY TOP AND BOTTOMq
S?LICE
4+6.
.
9
STD No. H
` O
t
2a•MN
;
I
sm Hoac
POOL COPING
.—POOL DECK
4 0
�12- CONCRETE SLAB
EACH WAY
f K_SPLICE
•,
PROVIDE
W/ / 4 O 10•
TOP AND BOTTOM
�.
36' X 36' X 51 DROP
... ^ V .
�• ..,,/
iir.n.,. %��
. ^,
PRONOE
AROUNO EACH PILE
14' AUG PILE
PROVIDE 12' X 36'
-SLAB BAND VATH 5 4 TOP
MAIN GRAIN (SEE.
36' x 36' X 5' DROP
AND BOTTOM. OVER PILING
(SEE DETAIL ON THIS PACE)
DETAIL IN PAGE 3-4)
AROUND EACH PILE
14' AUGER PILE
ALL 6PlKS MUST BE M BM aA
PX0N0E3 �" °E"� G�G�� �
SECTION C
HO [:
ILL SPUCE MUST BE b 6M aA
SCALE:1/2'�1'-0'
3• MW. CENT CONCRETE COL£R
O
z
Fm
W
z
ra:
o`Oo A
SHEET NO:
3 OF: 4
,A
T
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 7561 9"
••••
MIAMI SHORES VILLAGE . .
NOTICE TO BUILDING DEPARTMENT •••�•• •••
OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER;;•
THE FLORIDA BUILDING CODE000000
••••: .••••Y
I (We) have been retained by?m& Pafi�) to perform special :isp2ctc: services under
the FI rida Building Code at the project on the below I sted ,structure; •IS •df
(date). I am a re is red arc i c r pro essiona engineer licensed in the State of PlgrWg.: • go
..
RO ESS NUMBERS: • • • •
SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20)
❑ SPECIAL INSPECTOR FOR TRUSSES >35LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2)
❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4)
❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2)
❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1)
❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12)
❑ SPECIAL INSPECTOR FOR
Note: Only the marked boxes apply.
The Ilowin in ' id I(s) emplo led b this firm or me re authorized r pr e tativ to perform inspection
1. 2. /
3. 4. �a
*Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or
licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional
engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an
architectural education program; successful completion of the NCEES
Fundamental Examination; or registration as building inspector or general contractor.
I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection
services.
I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site
for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida
Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections.
Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the
Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of
final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in
substantial accordance with the approved plans.
Sign and Sealed Engineer/ArcWte t kaaa
Name D171,t �
(PRINK
Address
.DATE- ` Phone No. (�i 33i! /
Created on 6/10/2009
.M
• .
...•
•..••.
.�
STRUCTURAL CALCULATION,.•
•�•«<
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•
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; ;
;;,,;,f�ti
•.. •
•••'�.•�
�.
stir•#c
PROPOSED SWIMMING POOL }':''`:}
�'•;•;•
•
f...%
%.
•
• •
w
1421 NE 104 STREET
MIAMI SHOER , FL 33138.
�%,.���r1TE F,IpQ���,��ii
�
O�,
O
26
p 3 OF ;
11il ONAI
Vicente Franco P.E.
LIC. No. 62561
8690 NW 109 CT
MIAMI , FL 33178
STRUM
'pp 'oo ` ,
. .
....
......
......
..
......
TABLE OF CONTENT
• • • • •
"Sege**
e .. .
e e
e.e.
, • •
..e:,
.e..r•
.. e,.
:: . •
00b00%
. d► ..ti
• ♦ •
.....
.. . e
.. •
• •
�••I�.
e...
CHECK PILE CAPACITY
• ..r .r
: ..
1
•.�..,
...................................................
• . ♦ .-
a ...
ti�►M�A
.•
CHECK PUNCHING SHEAR
'::;....
2.::.'
...................................................
e..ee.
CONCRETE WALL
�..:....
3
..
.................................................................�:
....
BOTTOMSLAB..............................................................................
5
SLAB BAND DESIGN...................................................................... 7
1
Vicente Franco P.E.
CHECK PILE CAPACITY
POOL
POOL HEIGHT: h = 5 FT
BOTTOM SLAB THICKNESS = 12 IN
WALL THICKNESS = 8 IN
fc = 5000 PSI
fy = 60000 PSI
0119
TENSION CAPACITY =
17 T
COMPRESSION CAPACITY =
40 T
LATERAL CAPACITY =
2 T
PILE DIAMETER =
14 IN
PILE SPACING LEFT b1 = 7.25 FT
PILE SPACING RIGHT b2 = 7.25 FT
TRIBUTARY WIDTH T1 = 3.67 FT
TRIBUTARY WIDTH T2 = 9 FT
CHECK TENSION CAPACITY:
TRIBUTARY AREA = 59.23 SF
HYDROSTATIC PRESSURE = 11.373 T
DEAD LOAD:
SLAB WEGHT = 150 ` 12/12 "AREA / 2000 =
WALL WEIGHT = 150 * 8/12 * h ` (b1+b2)/2 / 2000 =
DEAD LOAD = 6.25 T
. .
. .
......
s:s{ss
s:•:s�
fssssf
s•••t•
os.s•�
4.44 T
1.81 T
UPLIFT (HP-DL*0.6) = 7.62 T OK < TENSION CAPACITY
CHECK COMPRESSION CAPACITY:
LIVE LOAD = 9.48 T
DEAD LOAD = 6.25 T
TOTAL = 15.73 T
....
...
..... .
..
......
+•t•
•0000•
}111:}
;S•%%%
...It
ss .•
ss}sso
• o •
. .• .
f of
•
ss;lfs
..ss.
.••ss
fossil
. . .
.. t.
.
•
.
OK < COMPRESSION CAPACITY
2
Vicente Franco P.E.
CHECK PUNCHING SHEAR AT BOTTOM SLAB
POOL
POOL HEIGHT =
5 FT
BOTTOM SLAB THICKNESS =
12 IN
WALL THICKNESS =
8 IN
fc =
5000 PSI
EFFECTIVE WIDTH =
8 IN
d = 9 IN
ho = 21 IN
bo = 84 IN
REACTION OVER PILE:
LIVE LOAD = 9.48 T
DEAD LOAD = 6.25 T
Vu = 49.7 K
CONCRETE SHEAR CAPACITY:
�Vc = 181.8 K
OK PILE
. .
....
......
......
..
......
ttt
tt
tt .•
•t=tt;
tttit!
'••t•'
CRITICALAREA PERIMF-TER
"t•
•�
OK > PUNCHING SHEAR
Cantilevered Retaining Wall
Lic. # : KW-06010683 Licensee : Vicente Franco
Description : Cantilevered Wall
Criteria
Retained Height =
5.00 ft
Wall height above soil =
0.00 ft
Slope Behind Wall =
0.00 : 1
Height of Soil over Toe =
0.00 in
Water height over heel =
0.0 ft
Vertical component of active
Lateral soil pressure options:
NOT USED for Soil Pressure.
NOT USED for Sliding Resistance.
NOT USED for Overturning Resistance.
Design Summary
Wall Stability Ratios
Overturning =
4.01 OK
Sliding =
0.98 OK
Slab Resists All Sliding !
Total Bearing Load =
1,500 Ibs
...resultant ecc. =
0.96 in
Soil Pressure @ Toe =
241 psf OK
Soil Pressure @ Heel =
209 psf OK
Allowable =
2,000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
289 psf
ACI Factored @ Heel =
251 psf
Footing Shear @ Toe =
4.9 psi OK
Footing Shear @ Heel =
0.0 psi OK
Allowable =
106.1 psi
Sliding Calcs Slab Resists All
Sliding !
Lateral Sliding Force
810.0 Ibs
less 100% Passive Force =
- 194.5 Ibs
less 100% Friction Force =
600.0 Ibs
Added Force Req'd =
15.5 Ibs NG
....for 1.5 : 1 Stability =
420.5 Ibs NG
Load Factors
Dead Load
1.200
Live Load
1.600
Earth, H
1.600
Wind, W
1.600
Seismic, E
1.000
Soil Data
Allow Soil Bearing =
2,000.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure =
45.0 psf/ft
Toe Active Pressure =
30.0 psf/ft
Passive Pressure =
389.0 psf/ft
Soil Density, Heel =
110.00 pcf
Soil Density, Toe =
110.00 pcf
Friction Coeff btwn Ftg & Soil =
0.400
Soil height to ignore
for passive pressure =
0.00 in
Calculations per ACI 318.11, ACI 530-11, IBC
2012, CBC 2013, ASCE 7.10
• •
•••.
••••••
......
0•
•.. ......
000*00
•••+•
•••••
iiiiii
••••••
••••••
••
•••• ••••••
Stem Construction Top Stem • •.,. • • • • • • •..
Design Height Above Ftq
Wall Material Above "Ht"
Thickness
Rebar Size
Rebar Spacing
Rebar Placed at
Design Data
fb/FB + fa/Fa
Total Force @ Section
Moment.... Actual
Moment ..... Allowable
Shear..... Actual
Shear..... Allowable
Wall Weight
Rebar Depth 'd'
Lap splice if above
Lap splice if below
Hook embed into footing
Concrete Data
fc
Fy
Stem OK
ft= 0.00
•••••�
• •
��+���
•...•.
......
•
= Concrete
+ •+ •
.".
••••••
in = 8.00
in= 12.00
' •
• •
••••.•
= Center
•
o •
•
Ibs =
ft-I =
ft-I =
psi =
psi =
psf =
in =
in =
in =
in =
psi =
psi =
0.429
900.0
1,500.0
3,493.8
18.8
106.1
100.0
4.00
13.24
6.00
6.00
5,000.0
4
Cantilevered Retaining Wall
LLic. #: KW-06010683 Licensee : Vicente Franco
Description : cantiieverea waii
Footing Dimensions & Strengths
Toe Width
= 6.00 ft
Heel Width
= 0.67
Total Footing Width
= 6.67
Footing Thickness
= 12.00 in
Key Width
= 0.00 in
Key Depth
= 0.00 in
Key Distance from Toe
= 0.00 ft
fc = 5,000 psi
Fy = 60,000 psi
Footing Concrete Density
= 150.00 pcf
Min. As %
= 0.0018
Cover @ Top 2.00
@ Btm.= 3.00 in
of
Item
Heel Active Pressure
Surcharge over Heel
Toe Active Pressure
Surcharge Over Toe
Adjacent Footing Load
Added Lateral Load
Load @ Stem Above Soil
Footing Design Results
Toe
Heel
Factored Pressure = 289
251 psf
Mu' : Upward = 0
0 ft-lb
Mu': Downward = 0
0 ft-lb
Mu: Design = 1,500
0 ft-lb
Actual 1-Way Shear = 4.88
0.00 psi
Allow 1-Way Shear = 106.07
106.07 psi
Toe Reinforcing = # 4 @ 18.00 in
Heel Reinforcing = # 4 @ 18.00 in
Key Reinforcing = None Spec'd
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: No key defined
& Resisting Forces & Moments
.....OVERTURNING.....
Force Distance Moment
Ibs ft ft-lb
810.0
Total = 810.0
Resisting/Overturning Ratio
Vertical Loads used for Soil Pressure =
2.00 1,620.0 Soil Over Heel =
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
* Axial Live Load on Stem =
Soil Over Toe =
Surcharge Over Toe =
Stem Weight(s) _
Earth @ Stem Transitions =
O.T.M. = 1,620.0 Footing Weight =
= 4.01 Key Weight =
1,500.0 Ibs Vert. Component
••Y•
•• ......
...... ...000*
•.. • Y•Y••• •..
.Y•• • • • ...0•
...... . .+ .
• .....RAISTINO..... • Y++Y:+
Force Dista*60 • • Moment
Ibs• • ft ft-lb :....:
0.0 0.0 •
500.0 6.33 3,166.7
1,000.0 3.33 3,333.3
Total = 1,500.0 Ibs R.M. = 6,500.0
* Axial live load NOT included in total displayed, or used for overturning
resistance, but is included for soil pressure calculation.
5
ONE WAY CONCRETE SLAB DESIGN - ACI COEFFICIENTS
Design is for largest span and
worst coefficient condition
Pool height
hp :=
5 • ft
Maximum span
Is :=
9 • ft + 0 • in
• • • •
Width
bs:=
12 in
•��.
•
•�•��•
Slab deep
hs:=
12• in
;..•;�
,•••;
$$less
•.• •
••Goes
••
4
4
:::�::
S: .•
..s..e
i—•in-0.5•—•in
d h—3.0•n—
ds =in
8.25-
;;•��•
o
.....
•
s•=s 8
8
....
••
••$oe•
' •
� •�
iijiie
Water unitweight
�yw:=
62.4 • pcf
:':'t;
:';see
;•••.•
Concrete unitweight
7c:=
150•pcf
�G�G�•
,,,,;,
Ultimate bad
• •
0000
qu := 1.2•hs•bs•-yc+ 1.6•bs•hp••yw
qu = 679.2 • plf
Maximum moment
12
Mu •_ qu s Mu = 73354 • in • lbf
9
fy := 60000 • psi fc := 5000 • psi
0.5015 f 2 • bs • ds2 2
A:= Y B--0.85•fy•bs•ds
fc
—B— B2-4•A•Mu
p := max 0.0018,
2•A
N.
p = 0.0018
As := p - bs • hs As = 0.259 • in
Use #4 @ 12" top and bottom each way
Maximum shear
I _
Vu := qu • s 2 - ds Vu = 2589 • Ibf
Concrete shear capacity
,�Vc := 0.75. 1.0. 2 fc • psi • bs • ds (�Vc = 10501 • Ibf
(� Vc
= 525071bf
2
Vu islessthan haft concrete cap adty. No shear rebar is required
woes
•.eeee
Y. •
eew .
•
�s..je
?•t•t}
�•etj
'
floe
.•
Ij}tl•
'j.••s
.••jj
}tttt}
......
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.
.
00
......
7
EXTERIOR CONCRETE SLAB BAND DESIGNED AS BEAM -ACI COEFFICIENTS
Design is for largest span and worst coefficient
condition
Pool height
hp := 5 • ft
Wal thickness
tN,:= 8 • in
•r,•
Maximum clear span
In := 4 • ft + 3 • in
Pile cap width (assumed beam width)
bb:= 36- in
i..�i
,•+•i`
}tiflj
ti.•i
i�•tts
Slab deep
hs:= 12 in
iit;ii
ii ••
...�t
aijit=
db := hs — 3.0 • in — in — 0.5 • in
db = 8.25 • in
}••881
`•i.
8 8
•+ �j'
Water unitweight
lw:= 62.4 • pcf
Concrete unit weight
7c := 150 • pcf
• • •:.
""' •
Trbutary wdth
by := 9 + 3.67 • ft
. .
2
Ultimate bad
qu := 1.2•(tw*hp+hs•bP),'Yc+ 1.6•bp•hp•-Nw
qu = 6149.1 • plf
Maximum moment
2
qu - In
Mu :_
9
fy := 60000 • psi
0.5015 fy2 bb db2
A :_
fc
Mu = 148090 • in • lbf
fc := 5000 • psi
B:=-0.85•fy•bb.db2
3 fc psi 200 • psi —B — B2 — 4 • A • Mu
p := max ,min
fy fy 2 • A
8
p = 0.0035
As := p • bb • db As = 1.05 • in
Use 5 #4 top and bottom over piles
Maximum shear
1
Vu := % • n - db Vu = 8839 • lbf
2
(�Vc := 0.75 • 1.0. 2 f� psi • bb • db (�Vc = 31502 • lbf
(�Vc
15751 • lbf
2
Vu is less than half concrete cap adty. No shear rebar is required
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PROPERTY ADDRESS:
1421 NE 104th STREET MIAMI SHORES, FL. 33138
FLOOD ZONE INFORMATION:
COMMUNITY NO. 120652 PANEL NO. 0306 SUFFIX: L
FIRM Dr',iE:09-11.2009 FLOOD ZONE: AE+9.0'
LEGAL DESCRIPTION:
LOT 6, BLOCK 3, OF "RIVER BAY PARK ADDITION ", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 40, AT PAGE 72, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
FLORIDA.
SURVEYOR'S NOTES:
LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT.
THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY SURVEY
LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS, LIMITATIONS, RESTRICTIONS,
RESERVATIONS OR RECORDED EASEMENTS.
THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON
THE MAP OF SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS
MAY APPEAR.
THIS SURVEY DOES NOT DELINEATES THE REGULATORY JURISDICTION OF ANY FEDERAL,
STATE, REGIONAL OR LOCAL AGENCY BOARD, COMMISSION OR OTHER ENTITY.
THE ELEVATIONS OF WELL -IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP
WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 1/10 FOOT FOR
NATURAL GROUND SURFACES AND 51100 FOOT FOR HARDSCAPE SURFACES, INCLUDING
PAVEMENTS, CURBS AND OTHER MAN-MADE FEATURES AS MAY EXIST.
WELL -IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE MEASURED TO AN
ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT UNLESS OTHERWISE SHOWN.
THE MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC SCALE IN
ENGLISH UNITS OF MEASUREMENT. ATTENTION IS BROUGHT TO THE FACT THAT SAID DRAWING
MAY BE ALTERED IN SCALE BY THE REPRODUCTION PROCESS
ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD FEET
REFERENCE BENCH MARK: GNSS Statistics StdDevH=0.02',StdDevV=0.03',RefID=606,
RefLat=N25' 57'56.76786",RefLon=W80"10'02.22280",RefHgt=-56.98',
SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929.
THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, POSSESSION OR
OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL.
SUBSURFACE IMPROVEMENTS AND/OR ENCROACHMENTS WITHIN, UPON, ACROSS, ABUTTING
OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT LOCATED AND ARE NOT SHOWN.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO THIS MAP OF SURVEY BY OTHER
THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING
PARTY.
THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE;USE OF THE ENTITIES NAMED
HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTY.
CERTIFY TO:
SURVEYOR'S CERTIFICATION:
IN MY PROFESSIONAL OPINION, THIS " BOUNDARY SURVEY', MEETS THE STANDARDS OF
PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17.05 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES.
AND, IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
360' SURVEYING AND MAPPING, LLC
FLORIDA CERTIFI TE OF AUTHORIZATION NO. LB 6356
OSCAR E. B)tfCTJSID0, P.L.S
REGISTER SURVEYOR PAD MAPPER NO.5034
STATE OFf LORIDA.
r� P �F� S�R�u E�Y
BISCAYNE CANAL
FOUND DRILL FOUND DRILL
— _ HOLE @ 0.3' O/S S. �� �� ✓ % ''' ^6 HOLE @ 0.3' OIS S.
"oo F� — 2' CONC. SEAWALL
N c6
/j LL
LL: b � / yam;! j' � .5
� 10.2'
.9' 0 15.8' AC
< . t
x—x 39.1' <.i
yoh ONE STORY
RESIDENCE # 1421
LOT 6, BLOCK 3 z
o RIVER BAY PARK ADDITION x—x �_
~ P.B. 40, PG. 72 N
M Q 04 tl-O Y Q I
0 (D _j
f O O
I Q a tL F.F.EL.= by m Q o
ca Q o Qi 21.7' o a- "
15.V
Omoo 6 x 10A, Omd
;7
J �' 4' H. C.B.S. WALL w
j 10.0' 17.4'
hCARPORCH
10.0' 103. \ ASPHALT
DRIVEWAY
b� OD UTILITY \ 1
Lu 0'7 12.0'
23.4'
w a
I w yA
b' .0'
I
Ia,
N N
SE CORNER o°o. o
LOT 1 BLOCK 3 b^6 o b o° bti5
375.0' 4' CONC. SIDEWALK 75.00' �✓
F.I.P z 0 F.I.P.Z 0 F.I.P.10
(NOID.) (NOID.) ASPHALT (NOID.)
0 12'PARKWAY APPROACH b
N
b NE 104th STREET b
oL
_50' PUBLIC RIGHT-OF-WAY_ _
18' +I- ASPHALT PAVEMENT
bj
i
i
NE.
1aq.,K
—
- - -------------
-------
---
LOCATION MA�P0•�
(NOT TO SCALE),
•
•
-
••• •
.. 1.. •_. _
4
7
i2
'3
9
i0
LL
T
'
N
SCALE: 1"
= 20'
LEGEND
ABBREVIATIONS
C A
A/C UNIT
A/C =AIR CONDITIONER UNIT
ELEVATION
C.L.F. = CHAIN LINK FENCE
Z5
FIRE HYDRANT
C.B.S. = CONCRETE BLOCK & STUCCO
W❑
METER (WATER)
CONC.=CONCRETE
PROPERTY LINE
0 = DIAMETER
a�
UTILITY POLE
F.F.EL. = FINISHED FLOOR ELEVATION
F.I.P. = FOUND IRON PIPE
H = HEIGHT
ID. = IDENTIFICATION
OIS = OFF SET
PG. = PAGE
P.B. = PLAT BOOK