DS-17-1179`.... tv •
-
b5fl- ftic?
51)::„7 A/e -71./A- 4 civ+ -z.
A10/70y73
17_ ,revo /�fls
ra-614))/ 0 i
4- 03 3123/7
l
I
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Parcel Number
Issue Da
Permit NO. DS -4-17-1179
Permit Type: Driveways/Sidewalks/Slabs
Work Classification: Addition/Alteration
Permit Status: APPROVED
612612017 Expiration: 11/22/2017
Applicant
10200 BISCAYNE Boulevard
Miami Shores, FL
1122310450010
Block: Lot:
MIAMI SHORES VILLAGE
Owner Information
Address
Phone
Cell
MIAMI SHORES VILLAGE
Contractor(s)
R2 BUILDERS INC
Phone
(305)231-3113
Cell Phone
Valuation:
$ 17,600.00
Total Sq Feet: 1200
Approved: In Review
Comments:
Date Approved: : In Review
Date Denied:
Type of Work: PARKING LOT SPACES AND LIGHTS
Bond Return :
Scanning: 3
Additional Info:
Classification: Commercial
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Plan Review Fee (Engineer)
Scanning Fee
Technology Fee
Amount
$10.80
$2.25
$2.25
$3.60
$150.00
$80.00
$9.00
$14.40
Total: $272.30
Pay Date Pay Type Amt Paid Amt Due
Invoice # DS -4-17-63854
05/26/2017 Money Order $ 272.30 $ 0.00
Available Inspections:
Inspection Type:
Final
Foundation
Review Building
Review Planning
Review Structural
n
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 a• u - responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRI L, PL BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAV
construction and zo
: I certi
ing.
that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
more, I authorize the above-named contractor to do the work stated.
May 26, 2017
Authorize. Sinat e: Owner / Applicant / Contractor / Agent
Building 'partment Copy
Date
May 26, 2017
1
1-16.V1
5\11x ele,
BUILDING
PERMIT APPLICATION
lfriBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION
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
Master Permit No.
Sub Permit No.
RECEIVED
APR 2 8, 2017
FBC 20 H
D5 1-7, I i lc
❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
02-00 �6tAy , Pp,
JOB ADDRESS:
City:
Folio/Parcel#:
Occupancy Type:
Miami Shores County:
Miami Dade
❑ SHOP
DRAWINGS
Zip:
331`
ON -
Is the Building Historically Designated: Yes NO
BFE: FFE:
Load: Construction Type: Flood Zone:
+
(/p) �'LO�e� l v 1j .)phone#:
OWNER: Name (Fee Simple Titleholder): IAddress: 100 50 N e w d A' -vv
City: N (JA \ S\AOD-QS State: l
Tenant/Lessee Name:
(.�
Email: I�AW(i�C. ),./1l-a-.tvL)S\OV`eS �7 I�114gQ cat -A
M t S10(gPS V llwp-e.,
CONTRACTOR: Company Name:
Address:
�2 (udd Inc_
Phone#:
Zip: 33 3 0
3O5 q5~ Z zoy
5&g1 iott) 151 C51- ion
Phone#: `30 5 - 2-3 I — 3) i3
City: f'1(r _ - j L P�( QS State:
Qualifier Name: (2O& (QJO 0 -0(4148 -(All
State Certification or Registration #: C G, L, /5 f 3 61(0 9
DESIGNER: Architect/Engineer: PA •
Address:
Zip: ),-3 0
Phone#: `fob ' Q 35i
Certificate of Competency #:
Phone#:
City: State: Zip:
Value of Work for this Permit: $
17 r &0O
vv
Square/Linear Footage of Work: APROX % f 2 00 5 P
Type of Work: ❑ Addition ElAlteration ENew ❑ Repair/Replace ❑ Demolition
Description of Work: 5-06,e,CS A •
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $9- 'CZ (�
Technology Fee $
Structural Reviews $ 80
Permit Fee $ k L ' sZo
Radon Fee $ 2. " 2'S
(Revised02/24/2014)
CCF $ 10 •G%
DBPR $ 2-G-
CO/CC $ 519
Notary $ 97)
Training/Education Fee $ '�0 Double Fee $
Bond $
TOTAL FEE NOW DUE $ 231
Bonding Company's Name (if applicable) v"
Bonding Company's Address
City State Zip
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.
Signature / 84 % Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
23 day of MPH , 20 1-4- , by 2%�day of I''p 1 , 20 n, by
P-040429
,, who is personally known to 4 (R2 OCA OI,ler , who is personally known to
me or who has produced L L, j(.j . ]\I Sas me or who has produced 1D L., as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC
Sign:
Print:
�; Sindia Alvarez
44 My Commission FF 156750
Ofp Expires 09/0312018
NOTARY PUBLIC:
Sign:
Print:
�\`‘N. N.‘,\%
•‘yNAORMrLcMhE/SsN/0/:/./.0//./.4".
�p/•�/;G%yi �
=_
yr
_2•li,4- s o•2;1•
G
Seal: Seal: 419 � •
ii/lC/i'/Q'��!6;Ie°wi•t•e•l•�•�:�
�
I
APPROVED BY
V
) /1
Plans Examiner 51231/47
(Revised02/24/2014)
) Structural Review
Zoning
Clerk
- y/7 // 7 �.
io/r
((Tr -American Testing Materials Engineering, LLC.
Testing laboratories — Engineering Inspection Services
Chemist — Drilling — Environmental Services
PROCTOR COMPACTION TEST RESULT
AASHTO T-180 MODIFIED PROCTOR
Date
5/24/17 Order Number 17-0524
Client
Address
Project
Address
Sample Location
Soil Description
R2 Builders Inc.
5881 NW 151st Street, Miami Lakes, FL. 33014
Miami Shores Village (Water Park)__ __
10200 Biscayne Blvd.; Miami Shores, FL 33135
Stock pile @ job site.
Gray Silica Sand w/ Some Gravel
Sampled By
EV Reported To
LABORATORY TESTING RESULTS
Sample Number:
1
The following compaction lest was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 18 Hammer
at t8" drop AASHTO T180 Modified Proctor.
Moist.
Dry Den.
6.5
109.0
8.7
111.5
10.4
112.6
13.0
110.5
Optimum Moisture
10.4
100% Max Dry Den
112.6
98% Dry Density
110.3
95% Dry Density
107.0
Gradation Test/
84.6°b
PASSING 314" Sieve
Sampled By
EV
Tested By
EC
Checked By
WQ
Typed By
114
113
112
109
108
PROCTOR
5
6
9 10 11
Moisture
12
13
14 15
Respectfully sub
aseem Quip. I?.
pecial Jnspebf
Should any subsoil conditions in the property (area) tested be found differenffrom those enc
Density Test, AMERICAN TESTING MATERIALS ENGINEERING, LLC. is not tb be Field res
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidenti
for publication of statements, conclusions or extracts from our reports is reserved.
.120.
ENS. .
E. #51481~
esl-Iota iidiqi
.-"<1/4,4#7
• itt tf ted)ocbtion$ Sorted on our
•00N11 ;�
1 14q 1 1 ( 4rnd authorization
1
1
,
I
l
II
1
[_
I
•.
i
i
1
i
.1
t
j
5
6
9 10 11
Moisture
12
13
14 15
Respectfully sub
aseem Quip. I?.
pecial Jnspebf
Should any subsoil conditions in the property (area) tested be found differenffrom those enc
Density Test, AMERICAN TESTING MATERIALS ENGINEERING, LLC. is not tb be Field res
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidenti
for publication of statements, conclusions or extracts from our reports is reserved.
.120.
ENS. .
E. #51481~
esl-Iota iidiqi
.-"<1/4,4#7
• itt tf ted)ocbtion$ Sorted on our
•00N11 ;�
1 14q 1 1 ( 4rnd authorization
Alb
05—',,%
Materials Engineering, LLC. S�r�
American Testing g g,
Testing laboratories - Engineering Inspection Services
Chemist - Drilling - Environmental Services
PROCTOR COMPACTION TEST RESULT
Date
5/24/17 Order Number 17-0524
Client
R2 Builders Inc.
Address
5881 NW 151st Street, Miami Lakes, FL. 33014
Project
Miami Shores Village (Water Park)
Address
10200 Biscayne Blvd.; Miami Shores, FL. 33135
Sample Location
Stock pile @ job site.
Soil Description
Lime Rock w/ Lune Sand
Sampled By
EV Reported To
LABORATORY TESTING RESULTS
(Sample Number:
2
1
The folbwing compaction test was conducted in accordance Mgt the standard methods for Moisture/Density relations of sod using a 10113 Hammer
at t 8• &op A-ASHTO Designation T-180.
%Moist. I Dry Den.
4.5
127.5
5.8
129.5
8.0
131.2
10.0
128.5
Optimum Moisture
8.0
100% Max Dry Den
131.2
98% Dry Density
128.6
95% Dry Density
124.6
Gradation Test/
PASSING 314" Sieve
63%
Sampled By
EV
Tested By
EV
Checked By
WQ
Typed By
bm
132
131
130
0
129
128
127
126
PROCTOR
1
3 4 5 6 7
Moisture
8 9 10 11
Respectfully subr
onumutrifil
40
a • \\C EN,s,
aseem. Qua jkE. *MEM OF
pedal Inspecto %./(4'..."..`"H‘.''....:(: -.PS hold U Qllpl`ngs�` , .1.
1.t/ O S
s
•
i
ASA
far
481IWO
Should any subsoil conditions in the property (area) tested be found different frotn those encount d�1/ t e s reported on our
Density Test, AMERICAN TESTING MATERIALS ENGINEERING, LLC. is not to be held responsib ll�r�tiiiiittttld��
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization
for publication of statements, conclusions or extracts from our reports is reserved.
AMERICAN TESTING MATERIALS ENGINEERING, LLC.
Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services
1950 West 84th Street, Hialeah. Florida 33014 - Phone: 305-646-1888 Fax:305-646-1887
Field Density Test of Compacted Soils
ASTM D-5195
Client:
R2 Builders Inc.
Order #:
17-0524
Address:
5881 NW 15st Street, Miami Lakes, FL. 33014
Date:
5/24/17
Project:
Miami Shores Village (Water Park)
Gauge S/N:
35637
Address:
10200 Biscayne Blvd.; Miami Shores, FL. 33135
Phone No:
110.9
Attention:
Test Number
Location (s)
1
Southwest of Lot. 10200: (Office Pool) New Parking Lot: SE area
2
Southwest of Lot. 10200; (Office Pool) New Parking Lot; NW area
3
Southeast of Lot. 10200: (Office Pool) New Parking Lot: NE area
4
Southeast of Lot. 10200: (Office Pool) New Parking Lot: SW area
12"
Description of Material:
Gray Silica Sand w/ Some Gravel (Subgrade)
2
3
Fill
Backfill Subgrade
x
Base Rock
Tested By: EV
12"
12"
Test Number
1
2
3
4
Depth (in)
12"
12"
12"
12"
Field Density LB/Cu Ft. (Dry Density)
111.4
111.6
110.9
111.1
Moisture Contents
9.2
9.4
9.1
9.5
Maximum Density in the Field (%)
98.9
99.1
98.5
98.7
Compaction Requirement by Specs (%)
98.0
98.0
98.0
98.0
100% Maximum Density (Lab) -AASHTO T180
112.6
112.6
112.6
112.6
Optimum Moisture (%)
10.4
10.4
10.4
10.4
Status
PASS
PASS
PASS
PASS
Remarks:
Typed By:
bin
```�1N111�� Il�llf�f��i///
Respectfully `4 t :•• • • • 04 i
%. • \C EN��c
Wafseem-C:14.i, P.E
AMERICAN •1:INEIALS•��
ENGINEER! 1:C; ZORIO .•�4(•
',0NA` ,�G`��`�
1
S
Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test,
American Testing Materials Engineering, LLC is not to be held responsible.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of
statements, conclusions or extracts from our reports is reserved.
,...,.
o
i`` o
0..t.4 (.1 Z•r°
P5 -1(W7-// 7.07
AMERICAN TESTING MATERIALS ENGINEERING, LLC.
Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services
1950 West 84th Street, Hialeah, Florida 33014 - Phone: 305-646-1888 Fax:305-646-1887
Field Density Test of Compacted Soils
ASTM D-5195
Client:
R2 Builders Inc.
Order #:
17-0524
Address:
5881 NW ISst Street, Miami Lakes, FL. 33014
Date:
5/25/17
Project:
Miami Shores Village (Water Park)
Gauge S/N:
35637
Address:
10200 Biscayne Blvd.; Miami Shores, FL. 33135
Phone No:
130.8
Attention:
Test Number
Location (s)
5
Southwest of Lot. 10200; (Office Pool) New Parking Lot; SE area
6
Southwest of Lot. 10200; (Office Pool) New Parking Lot; NW area
7
Southeast of Lot. 10200; (Office Pool) New Parking Lot: NE area
8
Southeast of Lot. 10200; (Office Pool) New Parking Lot; SW area
Tested By: EV
Description of Material:
Lune rock w/ Lime sand (Baserock)
6
7
8
Fill
Backfill I
Subgrade
Base Rock
x
Tested By: EV
Field Density LB/Cu Ft. (Dry Density)
130.9
Test Number
5
6
7
8
Depth (in)
8"
8"
8"
8"
Field Density LB/Cu Ft. (Dry Density)
130.9
130.7
130.8
131.1
Moisture Contents
7.4
7.2
7.1
7.2
Maximum Density in the Field (%)
99.8
99.6
99.7
99.9
Compaction Requirement by Specs (%)
98.0
98.0
98.0
98.0
100% Maximum Density (Lab) -AASHTO T180
131.2
131.2
131.2
131.2
Optimum Moisture (%)
8.0
8.0
8.0
8.0
Status
PASS
PASS
PASS
PASS
Remarks:
Typed By:
bm
001001‘11011u114100*Respectfully sub ` N�rQ(J
•
C
M
w s
W seerrt QL d P.E.;# 5148-1
AMERICAN vgING 1 IALS /z
L•
ENGINEERINr(OR��� '• `�'�
Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on ouf i&MlM3��
American Testing Materials Engineering, LLC is not to be held responsible.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of
statements, conclusions or extracts from our reports is reserved.