PLC-18-3667Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
2
Issue Date:12/19/2018'
Location Address Parcel Number
8701 NE 4TH AVENUE RD 8701, Miami Shores, FL 33138 1132060460660
Contacts
PermitNO.: PLC-12-18-3667
Permit Type: Plumbing - Commercial
Work Classification: Repair
Permit Status: Approved
Expiration: 06/17/2019
CYNTHIA LAM Owner SHORES VILLAS CONDOMINIUM Applicant
8701 NE 4 AVE, MIAMI SHORES, FL 33138 ASSOCIATION
8901 NE 4 AVE, MIAMI SHORES, FL 33138
THE NEW MIAMI SHORES PLUMBING Contractor
DENNIS MCLAUGHLIN
900 NW 144 ST, MIAMI, FL 33168
Business: 3057512446
Other:7865535424
Description: OUTSIDE SECTION OF MAIN SEWER LINE ONLY Valuation: $ 3,200.00 Inspection Requests:
REPAIR AND REPLACE MAIN SEWER LINE SMALL SECTIONS 305-762-4949
TotalSq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$2.40
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.80
Permit Fee
$50.00
Scanning Fee
$9.00
Technology Fee
$2.50
Total:
$118.70
Payments Date Paid
Amt Paid
Total Fees
$118.70
Credit Card 12/19/2018
$118.70
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, VVqDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information urate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above d contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor /
December 19, 2018
Date
Page 2 of 2
0
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
c DYNATECH ENGINEERING CORP.
/ WWW.DYNATECHENGINEERING.COM
DATE:
1/23/2019
CLIENT:
Dayana Perez
MIAMI SHORES PLUMBING
900 NW 144 Street
Miami, FL 33168
PROJECT:
Proposed Drainage Line
JOB ADDRESS:
8701 NE 4 Avenue
Miami Shores, FL
INVOICE #: 77680
PHONE: 305-688-4119
FAX: I k9
RECEIVED ALT. PHONE:
JAN 2 4 2019
0-� T \
E-MAIL:
PLC I 1 Y -,-�(o 6 -1
Service
Description
Qty
.' AMqunt
....
Compaction Test
One Proctor Test and Density Test on January 22, 2019
' • •
• 250.00 .
. 0 0 0 * .
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• • • . • •
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Total $250.00
750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC
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Miami, January 23, 2019
Ms. Dayana Perez
MIAMI SHORES PLUMBING
900 NW 1441h Street
Miami, FL 33168
Re: Proposed Drainage Line @
8701 NE 41h Avenue
Miami Shores, FL
Dear Ms. Perez:
Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on
January 22, 2019 at the above referenced project. DEC was authorized to perform a compaction
test only. The purpose of our test was to determine the degree of compaction of the tested layer
of material only. In no way shall a compaction test replace a demucking ins?ectipn, so i ja iing
capacity determination, or a pad certification. A soil boring test must be performed bclient if
not yet done, prior to construction to verify subsoil conditions. Underlying s611A.Velow test levels
must be verified to prevent future settlements. (DEC) was not authorized to jZjQ;m suppr%ision
and certification of the building pad preparation. This is not a pad certification..OQr reppr%must
be provided to all involved parties for their approval. ""• • • • • •
Our findings are relative to the date and areas of our site work and should ;81 rd relied upon to
represent conditions on other areas or dates. Any subsequent site disturbances due4o4iater
erosion, rain, storm gutters discharging at footings, construction activ3tieg, exravgions,
overgrown, vegetation, traffic and other disturbances will void this test and the site r4t4obe re -
compacted and re -tested prior to construction.
Environmental analysis of the soil materials is not part of the scope of services. If environmental
analysis of the soils is required, we can provide a proposal for performing an environmental
analysis of the soil materials. No other analysis is implied or warranted.
As a mutual protection to clients, the public and ourselves, all reports are submitted as the
confidential property of clients, and authorization for use, publication of statements, conclusions
or extracts from or regarding our reports is reserved pending our written approval.
Enclosed find copies of the compaction test results.
look forward to do so in the near future.
Sincerely you I
Wissam N ani, P. E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspector No. 757
Certificate of Authorization No.: CA 5491
It has been a pleasure working with you and
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MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: January 22 2019
CLIENT: MIAMI SHORES PLUMBING
PROJECT: Proposed Drainage Line k
ADDRESS: 8701 NE 4th Avenue Miami Shores FL
CONTRACTOR: Miami Shores Plumbing
MATERIAL DESCRIPTION: Tan sand
SAMPLED BY: WD TESTED BY: WD
TEST RESULTS
Sample Number I • •
The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil ysing a.
10 lb. Hammer and an 18" drop ASTM D-1557. "" •"
.... . .. •..•
% MOISTURE
6.8
7.7
9.7
14.1
DRY DENSITY
100.2
102.9
105.6
104.2
Optimum Moisture 11.4 Percent
100%Maximum Dry Density 106.2 lbs./cu.ft.
% Passing '/4" Sieve 96 Percent
108
106
104
102
100
�Yial,9l;.;g
Sampled By:
Tested By:
Checked By:0.
WN .�, `�•; P:, . ,'� d:,
As a mutual protection to clients, the public and ourselves, all repdM �`` e ,
are submitted as the confidential property of clients, and authorizaMn # a W
for use, publication of statements, conclusions or extracts from or relar4inp 5INT1G ® b [tr
our reports is reserved pending our written approval. ^0
...... ....
10 12 14 16
Respectively submitted,
Wissam Nomani, P.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Certificate of Authorization No.: CA 5491
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FIELD DENSITY TEST OF COMPACTED SOILS
DATE: January 22 2019
CLIENT: MIAMI SHORES PLUMBING
PROJECT: Proposed Drainage Line
ADDRESS: 8701 NE 41h Avenue Miami Shores FL
CONTRACTOR: Miami Shores Plumbing
Test No. 1 Location: North side of drainage trenchg 1' above pipe
Test No. 2 Location: Center of drainage trench 1' above pipe
Test No. 3 Location: South side of drainage trench 9 1' above pipe
Test No. Location:
Test No. Location: •
Description of Material: Tan sand • • • • • • •
TEST NO.
1
2
3
.... • •
• •
..
00000
DEPTH
12"
12"
12"
•••� ••••
••:••'
FIELD DENSITY
105.6
105.9
105.4
• • • •
•
MOISTURE CONTENT %
8.4
8.7
8.2
•
•
MAX. DENSITY IN THE FIELD %
99.1
99.3
98.9
"' •
COMPACTION REQUIREMENTS
98%
98%
98%
% OF MAXIMUM
100% MAXIMUM DENSITY (LAB)
106.6
106.6
106.6
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION R-EQUIFLEMEN1 S
* Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior
to construction.
FEE a111 r` r : e Respectfully submitted,
Tested By: WD
Checked By: WN f, .F
-- Wissam 1 aamani, P.E.
`o' ` - ;DYNATECH ENGINEERING CORP.
°e ' "=Florida Reg.
. No. 39584 OF
SIP,' ' -Z, Certificate of Authorization No.: CA 5491
"A density test determines the degree of compaction of the tested layer of mati11way Sllat�rensity test replace a soil bearing capacity determination.
A soil boring test must be provided by client, prior to construction to verifj'aubSp �Si•Q�a mutual protection to the clients, the public and ourselves, all
reports are submitted as the confidential property of clients, and authorization f¢tm�cat`df`c`tatement conclusions or extracts from or regarding our reports is
reserved pending on our written approval. 669 99 ��
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Miami, January 23, 2019
Ms. Dayana Perez
MIAMI SHORES PLUMBING
900 NW 1441h Street
Miami, FL 33168
Re: Proposed Drainage Line @
8701 NE 4th Avenue
Miami Shores, FL
Dear Ms. Perez:
Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on
January 22, 2019 at the above referenced project. DEC was authorized to perform a compaction
test only. The purpose of our test was to determine the degree of compaction of the tested layer
of material only. In no way shall a compaction test replace a demucking inspectipn, soiMAing
capacity determination, or a pad certification. A soil boring test must be per€ormed by. client if
not yet done, prior to construction to verify subsoil conditions. Underlying s(Mg."elow tesr Wels
must be verified to prevent future settlements. (DEC) was not authorized to yerjorm supertision
and certification of the building pad preparation. This is not a pad certificatibsi. XAr repQitj must
be provided to all involved parties for their approval. • • • • • • • • ..
Our findings are relative to the date and areas of our site work and should W li$ relied upon to
represent conditions on other areas or dates. Any subsequent site disturbances due: xo. rater
erosion, rain, storm gutters discharging at footings, construction acfivifiel, ex�avgions,
overgrown, vegetation, traffic and other disturbances will void this test and the site mttst•b� re -
compacted and re -tested prior to construction.
Environmental analysis of the soil materials is not part of the scope of services. If environmental
analysis of the soils is required, we can provide a proposal for performing an environmental
analysis of the soil materials. No other analysis is implied or warranted.
As a mutual protection to clients, the public and ourselves, all reports are submitted as the
confidential property of clients, and authorization for use, publication of statements, conclusions
or extracts from or regarding our reports is reserved pending our written approval.
Enclosed find copies of the compaction test results.
look forward to do so in the near future.
Sincerely yours
Wissam Naftmani, P. E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspector No. 757
Certificate of Authorization No.: CA 5491
It has been a pleasure working with you and
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MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: January 22 2019
CLIENT: MIAMI SHORES PLUMBING
PROJECT: Proposed Drainage Line
ADDRESS: 8701 NE 41h Avenue Miami Shores FL
CONTRACTOR: Miami Shores Plumbing
MATERIAL DESCRIPTION: Tan sand
SAMPLED BY: WD TESTED BY: WD
TEST RESULTS
Sample Number 1 00000.•
•
The following compaction test was conducted in accordance with the Standard Methods for Moisture fk6ity Relatiops of soil using a.
10 lb. Hammer and an 18" drop ASTM D-1557. . *see • • • • • • "' • •
•
•..• • . .•• ....
% MOISTURE
6.8
7.7
9.7
14.1
DRY DENSITY
100.2
102.9
105.6
104.2
Optimum Moisture 11.4 Percent
100% Maximum Dry Density 106.2 lbs./cu.ft.
% Passing 1/4" Sieve 96 Percent
108
106
104
102
100
�ylri@li .:48
Sampled By: ��,� �,'• ° ' A.R n ' �,
Tested By:
Checked By: WN �a � . .' 4 s l:
�.,,,� , �, e.' Ada �4 N� •„
As a mutual protection to clients, the public and ourselves, all repots- , 14 ,
are submitted as the confidential property of clients, and authorizal®n ;
for use, publication of statements, conclusions or extracts from or rs9ar. nk S 6P,�I�G OF •lur ''
our reports is reserved pending our written approval.
•••••• ••••
•• •♦ ••••
71 •
10 12 14 16
Respectively submitted,
Wissam Na,Xmani, P.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Certificate of Authorization No.: CA 5491
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FIELD DENSITY TEST OF COMPACTED SOILS
DATE: January 22 2019
CLIENT: MIAMI SHORES PLUMBING
PROJECT: Proposed Drainage Line 9
ADDRESS: 8701 NE 4th Avenue Miami Shores FL
CONTRACTOR: Miami Shores Plumbing
Test No. 1 Location: North side of drainage trench9 1' above pipe
Test No. 2 Location: Center of drainage trench g 1' above pipe
Test No. 3 Location: South side of drainage trench 9 1' above pipe
Test No. Location:
Test No. Location: • • • - -
Description of Material: Tan sand " •
TEST NO.
1
2
3
DEPTH
1251
12"
12„
•�••� 00
••�••'
FIELD DENSITY
105.6
105.9
105.4
MOISTURE CONTENT %
8.4
8.7
8.2
• `•
•
MAX. DENSITY IN THE FIELD %
99.1
99.3
98.9
`•••
COMPACTION REQUIREMENTS
98%
98%
98%
% OF MAXIMUM
100% MAXIMUM DENSITY (LAB)
106.6
106.6
106.6
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH C;OMPAC I1UN K QUIK)✓Mt',N 1 a
* Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior
to construction.
r", Respectfully submitted,
Tested B WD Y
Checked By: WN ��,'
3' '� a "'• Wissam aamani, P.E.
�pYNATECH ENGINEERING CORP.
4 ` t11 =`Florida Reg. No. 39584
& ;Lu g
.�• gP , .,., -Z. Certificate of Authorization No.: CA 5491
*A density test determines the degree of compaction of the tested layer of math kh1S%Rr4' s']Sa1l.�4'ensity test replace a soil bearing capacity determination.
A soil boring test must be provided by client, prior to construction to verifx'sub 1 � �`�a mutual protection to the clients, the public and ourselves, all
reports are submitted as the confidential property of clients, and authorization f¢iybpl� ptn�d�atement conclusions or extracts from or regarding our reports is
reserved pending on our written approval. i
$Rcq
750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM
BUILDING
PERMIT APPLICATION
RECEIVED
Miami Shores Village DEC 12 2018
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 r
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 l
((���
Master Permit No. i' � 18 —
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
OPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 8701 NE 4th Ave Rd
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11 -3206-046-0001 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Shores Villa Condominium Association Phone#: 305-333-2177
Address: 8901 NE 4th Ave Rd
City. Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: The New Miami Shores Plumbing Inc. Phone#: 305-751-2446
Address: 900 NW 144th Street -biClr\ a oV' 4:reddl .
City: Miami State: FL Zip: 33168
Qualifier Name: Dennis Mclauglin Phone#: 305-751-2446
State Certification or Registration #: CFC019205 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 3,200.00 Square/Linear Footage of Work: 30ft
Type of Work: ❑ Addition ❑ Alteration ❑ New �?)epa.ir/Replace ElDemolition
Description of Work: Outside Section Of Main Sewer Line Only.(� rn� n S'.Pwv I � -
S rnci I I S Ps k, o--., .
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(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
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. the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. �
Signatu
,�f - sz,,�- LF n at"V �(e__Z—
OWNER or AGENT
The foregoing instrument was acknowledged before me this
10th day of December 20 18 by
William C. Serda who is personally known to
me or who has produced Drivers License as
identification and who did take an oath.
NOTARY
Print: jdayana
Seal: o`0 Notary Public State of Florida
? Dayane Perez
y My Commission GG 139415
os Expires 08/29/2021
CONTRACTOR
The foregoing instrument was acknowledged before me this
10th day of December 20 18 by
Dennis Mclauglin , who is personally known to
me or who has produced
as
identification and who did take an oath.
NOTARY P IC:
Sig
Pri ayan reZ
Seal: ��r• •,,� Notary Public State of Florida
Dayana Perez
My Commission GG 139415
Expires08/29/2021
***************** *************
APPROVED BY 4 ��l Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
t
12/10/2018 Detail by Entity Name
1
DIVISION OF CORPORATIONS
[Department of State / Division of Cor r i n / Search Records / Detail By Document Number /
Detail by Entity Name
Florida Not For Profit Corporation
SHORES VILLAS CONDOMINIUM ASSOCIATION, INC.
Filing Information
Document Number
726513
FEI/EIN Number
59-1548009
Date Filed
05/25/1973
State
FL
Status
ACTIVE
Last Event
REINSTATEMENT
Event Date Filed
10/12/2016
Principal Address
8901 NE 4 AVE. ROAD
MIAMI SHORES, FL 33138
Changed: 04/19/2017
Mailing Address
FLORIDA ADVANCED PROPERTIES, INC.
P.O. BOX 770010
MIAMI, FL 33177
Changed: 04/19/2017
&gistered Agent Name & Address
FLORIDA ADVANCED PROPERTIES, INC
12895 SW 132 STREET
SUITE 103
MIAMI, FL 33186
Name Changed: 09/08/2014
Address Changed: 04/19/2017
Officer/Director Detail
Name & Address
Title President
COLON, IVETTE
P.O. BOX 770010
A A. KAII r l - A-
http://search. sUnbiz. org/Inquiry/CorporationSearch/Sea rch ResultDetai I?i nqu irytype=EntityName&d i rectionType=l nitial &search NameOrder=S HO RESVI .
1/3
12/10/2018
1 MIAMI, I'L JJ I / /
Detail by Entity Name
http://sI
Title VP, Treasurer
CALDERON, MIKE
P.O. BOX 770010
MIAMI, FL 33177
Title Secretary
SENATUS,LOUBERT
P.O. BOX 770010
MIAMI, FL 33177
Title Director
SERDA, WILLIAM
P.O. BOX 770010
MIAMI, FL 33177
Title Director
PATTERSON, WADE
P.O. BOX 770010
MIAMI, FL 33177
Title Director
ROMAN, GUSTAVO
P.O. BOX 770010
MIAMI, FL 33177
Title Director
JOHNSON,VANESSA
P.O. BOX 770010
MIAMI, FL 33177
Annual RepDIU
Report Year Filed Date
2016 10/12/2016
2017 04/19/2017
2018 03/12/2018
Document Images
03/12/2018 — ANNUAL REPORT View image in PDF format
04/19/2017 — ANNUAL REPORT View image in PDF format
10/12/2016 — REINSTATEMENT View image in PDF format
09/29/2015 — REINSTATEMENT View image in PDF format
0 //008/2014 — AMENDED ANNUAL REPORT View image in PDF format
02/20/2014 — ANNUAL REPORT View image in PDF format
,arch.su nbiz.org/Inquiry/CorporationSearch/Sea rch Resu ltDetail?inq u i rytype=EntityNa me&directionType=Initial &search NameOrder=S HORESVI ..
2/3
Shores Villas Condominium Association, Inc
8901 NE 4t" Ave Rd
Miami Shores, FL 33138
To:
Miami Shores Building Department
1005o NE 2'' Ave
Miami Shores, FL 33138
December 17, 2o18
Hereby we would like to Inform that we authorize Miami Shores Plumbing? under the Lic. CFC019205 to
work on sewer main line section replacement for Unit 8701 NE 4' Ave Rd. and submitting required
permits and plans.
William Serda
Director
Sworn to and su�wqibed before me this j 1 Day of beEm u-
Signature o a Oublic State of Florida
YEE
SEAL.c State of Florida
rersion GG 139415
9/2021
Personally Known OR produced Identification
Type of Identification Produced: �r jars Li &-toCe,
4TH
AVENUE
RD
87TH AVENUE
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