BP2003-1522BUILDING
PERMIT APPLICATION
FBC 2001
Tenant/Lessee Name
Miami Shores Village
Building Department
RECEIVED
SEP 1
Job Address (where the work is being done) 10 /(,C /0/ &
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
* * * * * * * * * * * * * * * * * * * * * * * * * ** *F
Permit No. BPa003 - X53 -
aster Permit No.
zip 3313
Phone # 3
City Miami Shores Village County Miami -Dade Zip 3.3 /3 8
Is Building Historically Designated YES NO X
Contractor's Company Name 73/ �' % f- / �G Phone #
Contra tor's Address it / y G /No 61
/ r�
City 1(.1/1/1,/ c S/'1OS State r 1, Zip 3313 d
Qualifier :LIf ) lei ,DGi
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) W % 51k1 1 Phone # .3 • 7S / ' b
Owner's Address 10 ke / 0/ y
City M !t iU I �UYes StateA
Architect/Engineer's Name (if applicable) - Phone #
Architect/Engineer's Address
City '' State Zip
4 u
$ Value of Work For this Permit�� • Square Footage Of Work: o2s
Number of: Bays Stories Families Bedrooms Baths
Type of Work: ['Addition ❑Alteration ❑New l"'C Repair/Replace ❑ Demolition
Describe Work: elf 4 J.AJ, _QLta at" t aQ! di. (6 ea/15- , VC
�c /5-4-60, �/
County Escrow Fee $ .(0 Permit Fee $ O' � Notary $ cS' CO
Education/Training Fee $ Tech $ Scanning $ Radon $
Code Enforcement $ Bond $ Struct. $
Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side)
Qa\CICX.troC3WRA1
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 �,IL
Contractor
The foregoing instrument as acknow d be�fo ee me thi In The foregoing instrument was acknowledged before me this i q
day of 20 " J, by �-t '1 1 day of Seel 20(2 b
�C� , v� by
who is perso lly known to a or w o has produced who is personally known to me or who has produced
As identtf99tipn ardJii'1�' oath.
=' ' • • 'V Commission #DD231984`
NOT ' Y:LIC_ NOTARY PUB
_ire : Jul 13, 2007
' — —
Sign:
Sign:
Print: — Print:
Signature
Chc7/7 /03
My Commission Expires:
Owner or Agent
Zip
as identification and who did take an oath.
My Commission Expires:
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
************** 4********** **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION - FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter
15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for
roofing system installations. Additionally, the following items should be addressed as part of the agreement
between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been
explained.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed as part of the agreement between the owner and the contractor.
2. Reuniting Wood Decks: When replacing roofing, the existing wood roof deck may have to be
mailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Buildi g Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner hould notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
v ewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
ause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the
original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
verloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
erior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
r's/Agent's Signature
caoocr»C.ro pILOCA .s-nt.,MSCrnoN *SZLM
o7 � /19 - 7 o3
Date
N.t.121
Contractor's Signature
7 ��
Contractor's Name: z K.e
❑ (Low Slope Application)
0 (Asphalt/Fiberglass Shingles)
•
DECK TYNE:
FASTENERTYPE:
ATTACHMENT
SPACING
FT
FT
❑ New RooT^=
SECTION 1525
HIGH VELOCITY HURRICANE ZONES
UNIFORM PERMIT APPLICATION
Job Address. � 19 L /D/ 451—
ROOF CATEGORY
❑ (Nall -On Tile) ❑ (Mortar -Set Tile)*
❑ (Metal Roofs/Wood Shingles & Shakes) 0 (Other)
ROOF TYPE
0 Re- roofing ❑ Recovering Rc it ❑ Maintenan
FIELD: PERIMETER: CORNER:
DETAIL 1L2
Total (ft Master Permit No.
Flat Roof Arca (ft Sloped Roof Area (ft
Exposure category (per ASCE 7 -98): Building Classification category (per ASCE 7 -98):
ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed)
• - -
r
r
HOOF Fuvr
•
FIGUI
ry
•
ENGINEER Tel: (305) 649-6454
Fax: (305) 541 -3298
Brick & Stone, Inc.
2312 North Miami Avenue
Miami, Florida 33127
Project:
Dear Sirs;
Bas
meets
test repo
LG ENGINEERING SERVICES, INC.
Consulting Engineers •
2020 Northwest 7th Street
Miami, Florida 33125
TILE UPLIFT TEST
Residential Home
70 Northwest 101 Street
Miami Shores , Florida
Information provided by client:
Permit Number: BP 20021156
Date Completion: July 18, 2002
Roofing Contractor: Brick & Stone, Inc.
LG Engineering Services, Inc. Project Number: LG02 -1216
(Testing Laboratory Certificate #00- 0224.07)
July 24, 2002
In accordance with your request and authorization, a representative ofLG Engineering Services, Inc.
completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general
accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification
of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof
systems.
The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof
is less than 30 feet above ground surface.. The type of tile used for this project was reported to be Santa
Fe Roof Tile. This tile was reported to have been foamed in place.
At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the
perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the
entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area
and more than 20% of the roof tile at the roof perimeter and comer were physically examined.
or'our test results, we'conclude that the installation of the roof the a t
he test requirement outlinediri the above mentioned protocol Attac
Or, your review
e above references
lease find co
ro�ect
:our
LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have
any questions or if we may be of further assistance, please do not hesitate to contact the undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
ad Sonny'Salleh, P.E.
Project Manager
TILE UPLIFT TEST
Residential Home
70 Northwest 101 Street
Miami Shores , Florida
Test Number '
Test Load (lbf)
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
Report of
TILE UPLIFT TEST
for
Residential Home
70 Northwest 101 Street
Miami Shores , Florida
Project Number: LG02 -1216
LGEngineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG02 -1216, Page 1
Test Number
Test Load (lbf)
Test Status
23
35
Pass
24
35
Pass
25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
.35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG02-1216, Page 2
Test Number
Test Load (1131)
Test Status
51
35
Pass
52
35
Pass
LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG02-1216, Page 3