RF-19-1007__.___.i
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
270 GRAND CONC, Miami Shores, FL 33138
Contacts
Issue Date.05/07/2019
Parcel Number
1132060136210
Permit No.. RF45-19-1007
Permit Type: Roof
Work Classification: Tile
Permit status: Approved
Expiration: 11/04/2019
ERHAN KOSTEPEN Owner EA EMANUEL LLC Contractor
78 NE 47 ST, MIAMI, FL 33137 EDUARDO A ESPINOZA
Other: 7863190562 ERHANKOSTEPEN@GMAIL.COM 10501 SW 224 TER, CUTLER BAY, FL 33190
Business: 7865323441
Description: RE -ROOF TILE Valuation: $ 16,000.00 Inspection Requests:305 762-4949
TotalSq Feet: 4,120.00 j 1
Fees
Payments
Date Paid Amt Paid
LAmoun]t
100% Permit Renewal Fee
Total Fees
$350.00Total:
Credit Card
05/07/2019 $350.00
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.
Signature: Owner / Applicant / Contractor / Agent
Date
0 ,7 2019 Page 2 of 2
Miami Shores Village
RECEIVED
Building Department
52019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
(�
Tel: (305) 795-2204 Fax: (305) 756-8972
N
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
r
FB{{C{h201'
BUILDING
Master Permit No.
2 TVs
PERMIT APPLICATION
Sub Permit No.
❑BUILDING ❑ ELECTRIC
ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL
[:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR
DRAWINGS
if hh
JOB ADDRESS: ,/ V 663M
6k1Cd66<k_
City: Miami Shores
County: Miami Dade
Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO
Occupancy Type: Load
OWNER: Name (Fee Simple
Add
Tenant/Lessee Name:
Email
Construction Type: Flood Zone: BFE: FFE:
Phone#: U-43/9 _ 05
.i.
ne#:
CONTRACTOR: Company Name: SO [—► IQoju_� LL'C Phone#:
Address: ��� at?
City: -*V 1 6 State: Zip: _�Q J
Qualifier Name: Y � `''�'0 2- Phone#: /� (�// 6 — S32 z yy/
State Certification or Registration #: �C- / �30 7 J Certificate of Competency #:
DESIGNER: Architect/Engineer:
e#:
Address: City: State: A a Zip:
Value of Work for this Permit: $ 00 Square/Linear Footage of Work:
Type of Work: ❑ Additiy�Un ❑ Alteration ❑ New ElRepair/Replace. ❑ •Demolition
.A e
Description of Work:
Specify color of color thru tiler
Submittal Fee $ / Permit Fee
Scanning Fee $
Radon Fee $
1 _ /
CCF $
CO/CC $
DBPR $
Notary $
Technology Fee $ Training/Education Fee $ Dedblefte $
Structural Reviews $ _
Bond $
TOTAL FEE NOW DUE $y
(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 bNchure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss d. In t ch posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The forego) instrument was acknowledged before me this
day
rrofAFXZ ,�, ( (— 20, by
�//-Cl who is personally known to
me or who has producedy_ as
identification and who did take an oath.
! `. 1
NOTARY PU
Print:
Seal:
****************************
Signatu
rJ�kNTRACTOR
The foregoing instrumentwas acknowledged before me this
day of 20 ��f by
e411101J L) who is personally known to
me r who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
t
Print:
Seal: ��r °� Notary Public State of Florida
Nancy Nunez
My Commission GG 166008
Expires03128/2022
Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner -Workers' Compensation Insurance Exemption
. „ '..... .. raft:'. ,.,..-
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
C/ L111 Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this �b
By �21-1 Anr IC 0J 77C,4
day of 1 �i/ L-- , 20 I .
who is personally known to me or has produced
t` �---\
i y "✓c— as identification.
Notary:
\����\\1111111111/////
�xx S �nand,�y�,,V
SEAL:
��b�dk3 NO\S
1///111111110
Date: 51, 1A011
State of "L-o!4
County of iM I.4y-t l 'P J'ic-
Before me this day personally appeared
sworn, deposes and says:
YETERAN OWNED BUSINESS
(� I*:)LAho, being duly
That he or she will be the only person working on the project located at:
D G�aJ
Sworn to (or affirmed) and subscribed before me this _ day of k�q , 20j_g_,
by U-AUA.rrtv ES,�I'Y 102-0 -
Personally Known
OR Produced Identification �L
Type of Identification Produced F4, 6r,7ArS �iceti.a�
Print, Type or Stamp Name of Notary
00 r% Notary Public State of Florida
r° Nancy Nunez
o` M Commission GG 166008
, of �'�
Expires 03/28/2022
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: 1—_
Property Address: 2 rlO iT ra (4,nAe0 U6 ✓-
Roofing Permit Number:
Date: S-2
hl
Dear Buding Off ial:
I C �l L A certify that I have improved the roof to wall connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential
Structures as ,
ature
State of Florida
County of Dade
by the Florida Building Commission by Rule 9B-3.047 F.A.C.
6AIlarif)
Print Name
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this ; day of 2012
Notary Public, Sate of Florida at Large
(SEAL) "' °* Notary Public State of Florida
Nancy Nunez
My Commission GG 166008
Expires 03nsnozz FINAL COMPLIANCE
Revised on 5/21/2009
RE: Permit #
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: r
1.2j1j
�c. UJIS'J i�OL/� 1.
Icensed as a ( Contracto ! Engineer / Architect,
(Print name and circle license Type) FS 468 Building Inspector
License #: GCC l 33a7 C-r
On or about ,Zhl I did personally inspect the roof deck nailing
n / (Date & time)
work at / 0 (Tyktul s�Y CP
v r-
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Bas )
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned,
Sworn to and subscribed before me this day of ,2o 19
r
Notary Public, Sate of Florida at Large Notary Public State of Florida
Nancy Nunez
My Commission GG 166008
or � Expires 03/2812022
'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
I c I VII Refleh Engineering Corp.
R(ConsultingErreineer)
2370 Southwest 12V Avenue , 'Miami, Florida 33175-1174
Tel :.305-823-8008 /1,305-397-6414
ENONEER Fax: 305-823-3300365-884-8834
May 10, 2019.
Erhan Kostepen
270 Grand Concourse
Miami Shores, Florida
Project: ROOF TILE UPLIFT TEST REPORT
I I k
Residential Home
270 Grand Concourse
Miami Shores, Florida
Informat.ion.provided,by'client:
Permit Number:- Not Provided
Date Completion: May 7, 2019
Roofing Contractor: EA Emanuel. LLC
Project Number: 19-0831
(Testing Laboratory Certificate,# 16-0.602.01)
Dear Sirs;
hi accordance with your request and authorization, a representative of Reileh Engineering
Cprporalion completed the Roof Tile Uplift Test at the, above referenced project. This testing was
perfoi-med in general accordance with "Roofing Application Standard TAS No. 106 -- Standard
procedure forfield verification ofthe bonding of mortar or adhesive set the system and mechanically
attached, rigid, discontinuous roof systems. .
The total of the, testedxoof-surface area was less than 10000 square feet, and the,mean height of the
roof is less than 40 feet. above. ground surface. The type of the used for this project was reported to
be concrete/clay Roof Tile. This tile was reported to have been foamed in place.
At the time-ofour inspection,.the entire area of 'the roof was examined for loose tiles. Not less -than
one, (l)-tile in ten (10) of aDcomponent& in the field area-and'one. (1) the in five (5) of all tiles -in the
perimeter and comer areas were physically examined. A minimum of one, (J)Iestper every two (2)
squares in the fi'eld,.one (1) test persquare in the p6timedrakea, ridge caps and`one,(l)_testjd6ach
corner were, conducted.
used on our test results, -we conclude that the iKiiallation of the roof the at the abovexefeiepced
pr9ject"Mie,t§,'the test re-q'uiretnent'oiitliiied,-iti"the.abov%-,-mentioned protocol. Attached please -find
4COPYof our,.test,,,rqpqrt,,.-oryqur,revie�,v.
Reileh Engineering Corporation 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;
Reilch Engineering Corporation
Mohaffiad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFF TEST
Residential Home
270 Grand Concourse
Miami Shores, Florida
Submittals:
Cover Page
Page 2 thru 6 of 6
Drawing 19-0831
Rcileh Engineering Corporation -- Project Number - 19-0831 — Page 2 or 6
Report of
TILE UPLIFT TEST
for
Residential Home
270 Grand Concourse
Miami Shores, Florida
Project Number: 19-0831
Test Number
Test Load b
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
23
35
Pass
24
35
Pass
Reileh Engineering Corporation — Project Number - 19-0831— Page 3 of 6
Ted.Number
Test Load b
Test Status
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
51
35
Pass
52
35
Pass
53
35
Pass
54
35
Pass
Reilch Engineering Corporation — Project Number - 19-0831 — Page 4 of
' umber
Test Load b
Test Status
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
68
35
Pass
69
35
Pass
70
35
Pass
71
35
Pass
72
35
Pass
73
35
Pass
74
35
Pass
75
35
Pass
76
35
Pass
77
35
Pass
78
35
Pass
79
35
Pass
80
35
Pass
81
35
Pass
82
35
Pass
83
35
Pass
84
35
Pass
Reileh Engineering Corporation -- Project Number - 19-0831— Page 5 of 6
Test-Nuynber. .
Test Load b
Test Status
85
35
Pass
86
35
Pass
87
35
Pass
88
35
Pass
89
35
Pass
90
35
Pass
91
35
Pass
92
35
Pass
93
35
Pass
94
35
Pass
95
35
Pass
96
35
Pass
97
35
Pass
98
35
Pass
99
35
Pass
100
35
Pass
101
35
Pass
102
35
Pass
103
35
Pass
Test 1-18 Corner, 19-29 Ridge Caps, 30-51 Perimeter, 52-103 Field
Reileh Engineering Corporation — Project Number - 19-0831 — Page 6 of 6
Dol
NUMMk OE fe51 PEPIWIEP s 18Oo 5F 0 lance CAP n5r LOCAWN
FIEL17 � 52 COPNEP - 100 5F
PEPINIEV a 22 6 MNOTf5 MOKEN 111.E
COUP - 18 PEPIMCIEP 19151ANCE, a ¢ 3' L MNM5 L005e SE
PIDa CAP s II COPNCP AMA 6 3'X 5'
19 -0831
APPPDX. POOE fe511.00A110N5. ACAS, MV t71WN9ON5
C I V I L Reileh Engineering Corp.
(Consulting Engineer)
2370 Southwest 123"' Avenue
Miami, Florida 33175-1.174
Tel: 305-823-8008 / 305-397-6414
ENG�N��RR Fax: 305-823-3300 / 365-884-8834
May 10, 2019
Erhan Kostepen
270 Grand Concourse
Miami Shores, Florida
Project:.. ROOF TILE UPLIFT TEST REPORT
Residential Home
270 Grand Concourse
Miami Shores, Florida
,j Information provided by client:
Permit Number: Not Provided
Date Completion: May 7, 2019
Roofing Contractor: EA Emanuel LLC
Project Number: 19-0831
(Testing Laboratory Certificate # 16-0602.01)
Dear Sirs;
In accordance with your request and authorization; a representative of Reileh Engineering
Corporation completed the Roof Tild Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard TAS No.106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically
attached, rigid, discontinuous rogf systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 40 feet above gro4ind surface. The type of tile used for this project was reported to
be concrete/clay, Roof Tile. This" til9 was reported to have been foamed in place.
At the time of our inspection, th
one (1) the in ten (10) of all Corr
perimeter and comer areas were
squares in the field, one (1) test
corner were conducted.
Based on our.test: results, we
project.°rneets`the test requ'iret
a copy of our test report for y
e area of the roof was examined for loose tiles. Not less than
its in the field area and one (1) the in five (5) of all tiles in the
pally examined. A minimum of one (1) test per every two (2)
uare in the perimeter area, ridge caps and one (1) test in each
that the in tallation of the. roof tile at the above referenced
led in the move=mentioned protocol. Attached please find
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you
havb any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
Reileh Engineering Corporation
Ntohainad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFT TEST
Residential Home
270 Grand Concourse
Miami Shores, Florida
Submittals:
Cover Page
Page 2 thru 6 of 6
Drawing 19-0831
Reileh Engineering Corporation — Project Number - 19-0831 — Page 2 of 6
Report of
TILE UPLIFT TEST
for
Residential Home
270 Grand Concourse
Miami Shores, Florida
Project Number: 19-0831
Test Number
Test Load b
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
23
35
Pass
24
35 1
Pass
Reileh Enginccring Corporation -- Project Numbcr - 19-0831— Page 3 of 6
Test Number
Test Load b
Test Status
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
51
35
Pass
52
35
Pass
53
35
Pass
54
35
Pass
Reileh Engineering Corporation — Project Number - 19-0931 — Page 4 of 6
T,esQ umber
Test Load b
Test Status
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
68
35
Pass
69
35
Pass
70
35
Pass
71
35
Pass
72
35
Pass
73
35
Pass
74
35
Pass
75
35
Pass
76
35
Pass
77
35
Pass
78
35
Pass
79
35
Pass
80
35
Pass
81
35
Pass
82
35
Pass
83
35
Pass
84
35 1
Pass
Reilch Engineering Corporation -- Project Numbcr - 19-0831 — Page 5 of 6
Test Number
Test Load b
Test Status
85
35
Pass
86
35
Pass
87
35
Pass
88
35
Pass
89
35
Pass
90
35
Pass
91
35
Pass
92
35
Pass
93
35
Pass
94
35
Pass
95
35
Pass
96
35
Pass
97
35
Pass
98
35
Pass
99
35
Pass
100
35
Pass
101
35
Pass
102
35
Pass
103
35
Pass
Test 1-18 Comer, 19-29 Ridge Caps, 30-51 Perimeter, 52-103 Field
Reileh Engineering Corporation -- Project Number - 19-0831— Page 6 of 6
19-0851
*W(k P(?(X IW5, 44) t)lh'fN51C-QS
To:
7, Re:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
Miami Shores Village Building Department Date: 10
10050 NE 2nd Ave
Miami Shores, FI 33138
Owner's Name: 'W-� lkl!�015 5�- �r
Property Address:
Roofing Permit Number:
Dear Building Official:
certify that I am not required to retrofit the roof to wall connections of my
building because:
❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
lrk�ll
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is
Sworn to and subscribed before me this -z,—t day of
Notary Public, Sate of Florida at Large
for the above property mentioned.
1S SOMA GUERRA
MY COMMISSION # EE177346
EXPIRES Mare M, 2016
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $A0,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138 /
Re: Owner's Name: _ i�tl'41 Y(9
��`(e��'l
' Property Address: ZOO 114zC( 69_4C6x�se , AeLe;Z,.e S S � 33 f3B
Roofing Permit Number:
Dear Building Official:
I lt4 Kacertify that I have improved the roof to wall connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential
Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C.
t Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is theowner for the above property mentioned.
�Sworn to and subscribed before me this 'ZZ_7 day of & 61bE-< 20 IS
Notary Public, Sate of Florida at Large
,, Y
S SONIA GUERRA,
: MY COMMISSION # EE1?g346
,,,;,.•'• EXPIRES March 08, 2gia
(4p7) 396-0153 FloodeNof y y�
Revised on 5/21/2009
FINAL COMPLIANCE
RE: Permit #
Miami shores
Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE:
licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type)
License #: c6C f SZ-2 ?'-?q .
FS 468 Building Inspector
On or about , I did personally inspect the roof deck nailing
(Date &time)
work at Z,-n 61,a,4 iAn, „r ♦ �, . �% - 2'1
(complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553. F.
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this day of
* Notary Public, Sate of Florida at Large
'General, Building, Residential, or Roofing contractors or any individual certified under 468 F.S. to make such an
permit # and address # dearly shown marked on the deck for each inspection
SONIA GUERRA
MY COMMISSION # EE 177-44 r
EXPIRES Mardi 08, 2016
s
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CONTRACTORS' REGISTRATION
IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. COPY OF QUALIFIER'S STATE LICENCES
B._��x
"COPY OF LOCAL BUSINESS TAX,RECEIPT
C. OPY OF LIABILITY INSURANCE*
D. VCOPY OF WORKERS COMPENSATION INSURANCE* _
(Workers Compensation EXEMPTION must have -NOTICE TO OWNER,form and Contractor Affidavit),
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL
CONTRACTOR'S TAX RECEIPT.
D. COPY OF LIABILITY INSURACE*
E. COPY OF WORKERS COMPENSATION INSURANCE*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit)
*YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW:
Certificate Holder:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
Certificate must specify the description of operations or contractor license number.
BUSINESS NAME. 6-S 02— {
BUSINESS ADDRESS: �Ol Sub CPO_ CITY eSTXTE F/—zIP
BUSINESS PHONE: (7 3 6,) S3d' 39 L1' FAX NUMBER () N
CELL PHONE( U ) �� S 3 S QUALIFIER'S NAME: �`��'L'���
QUALIFIER'S LIC NUMBER: G (�_ L 13 _�) d 7 SS
tad;
11
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque restaurants,
and they keep Florida's economy strong.
I
-, STATE OF FLORIDA
%go DEPARTMENT OF BUSINESS AND
Every day we work to improve the way we do business in order to
" PROFESSIONAL, REGULATION
serve you better. For information about our services, please log onto
CCC1330755 _�,� .07/06/2015
www.myfloridalicense.com. There you can find more information
about our divisions and the regulations that impact you, subscribe
}�?
CERTIFIED ROOFING'CONTRACTOR
to department newsletters and learn more about the Department's
initiatives.
ESPINOZA, EDUARDCA
EA EMANUEL LLC tn�
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve
,-,.•�-�' ;,�„��'', °
your
customers. Thank you for doing business in Florida,
and congratulations on your new license!
IS CERTIFIED under theme
provisions or ch.4s9 Fs.
t Expiration date : AUG 31, 2016 L1507060000209
DETACH HERE
Local Business Tax Fbcei pt
Miami -Dade County, State of FloridaLBT
-THIS IS NOT A BILL DO NOT PAY
7193331
BUSINESS NAM E/LOCATION RECEIPT NO. EXPIRES
EA EMANUEL LLC NEW BUSINESS SEPTEMBER 30, 2016
OPERATING IN DADE COUNTY 7475314 Must be displayed at place of business
Pursuant to County Code
Chapter BA - Art. 9 & 10
OWNER SEC TYPE OF BUSINESS PAYM ENT RECEIVED
EAEMANUELLLC 196 SPECIALTY BUILDING BY TAX COLLECTOR
CONTRACTOR 75.00 10/30/2015
Worker(s) 1 CCC1330755 0237-16-000445
This local Business Tax FLcei pt only con"rms payment of the Local Business Tax. The Receipt is not a I icense,
permit, or a certi "cation of the holder's qual i "cations, to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requi rements which apply to the business.
The FECBPT NO. above must be displayed on all commercial vehicles - Mia-ti-Dade Code Sec 8a-776.
MIAMF� For more information, visit www mft'iamdaoov/taxcdlector
OCT/29/2015/THU 03:28 PM Domain Insurance FAX No,239-598-2142 P,002/003
/ Qa9 l /s
AeCERTIFICATE OF LIABILITY INSURANCE OATE(MMIDDIY,YYY))
PRODUCER THIS CER711'ICATE IS ISSUED AS A MATTER OF INFORMATION
Domain Insurance Allstate ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
13020 Livingston Rd Ste 16 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
g ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Naples, FI 34105
INSUREDS AFFORDING COVERAGE NAIC #
INSURED 1NSURERA: Mesa Underwriters Specialty Ins Co
EA Emanuel, LLC INSURER 8:
PO Box 562154 INSURERC:
Miami FL 33256
INSURER E:
OVERAGES
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 OP SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
wSR D
TYPE 1N RANCE
POLICY NUMBER
POLICY EFFECTIVE
PoLfCY SJCPiRATION
GENERAL
UASILMY
COMMERCIAL GENERAL LUBILITV
MP0009008001200
08/26/15
DATA MM DD
08/26/16
LIMITS
EACH OCCURRENCE
$ 1,000,000
DAMAG
S 4
$ 100,000
MED EXP one arson
$ 5,000
A
CLAIMS MADE ❑K OCCUR
PERSONAL & ADV INJURY
$ 1,000-000
GENERAL AGGREGATE
$ 2,0001000
GENLAGGREGATE LIMIT APPLIES PER:
POLICY PROJFCT- LOC
PRODUCTS- COMP/OP AGG
§ 2,000,000
AUTOMOMUE
UABILM
ANY AUTO
COMBINED 61NGLE LIMB
(F.,a accident)
$
ALL OWNED AUTOS
BODILY INJURY
(Per peraon)
$
SCHEDULED AUTOS
HIRED AUTOS
BODILY INJURY
(Peracddent)
$
NON-OWNEDAuTOS
PROPERTY DAMAGE
(Peraedden[)
§
GARAGE
LL"6AILIYY
ANY AUTO
AUTO ONLY -EA ACCIDENT
$
OTHER THAN EA ACC
$
S
AUTO ONLY: AGG
EXc):SS / UhA6RELLA LIABILITY
OCCUR CLAMS MADE
EACH OCCURRENCE
s
AOGREC3ATE
$
S
DEDUCTIBLE
RETENTION
WORKERS COMPENSATION
$
AND EMPLOYERS' LIABILITY
ANY PROPMETOWPAR7NER/EXECUTIVE
OFFICER/MEMSER EXCLUDED?
(Mandatory in NH)
If yea, deectltx under
SPECIAL PROVISIONS below
WC STQ OTH-
E.L. EACH aCCIbaNT
§
E.L. DISEASE - EA EMPLOYE
S
E.L. DISEASE - POLICY LIMIT $
OTHER
DESCRIPTION OF OPERATIONS! LOCATIONS / VEHtCLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
Eduardo Espinoza
Certified Roofing Contractor
License # CCC1330755
CERTIFICATE HOLDER CANCELLATION
Miami Shores Building Department SHOULD ANY OF THE ABOVE DESCRIBED
10050 N E 2 Ave DATE THEREOF, THE ISSUING INSURER
Miami Shores Village FL 33138 NO TO THE CERTIFICATE HOLDE
POS O UGATION OR IUTY
PRE$ T T
A OR NTAIIVE
ACORD 25 (2009/01) ®1988-2009 AC
The ACORD name and logo are registered rnarks of ACORD
iLP-M NQELLEDBEFORETHEEXPIRATION
vOR TO MAIL 1 D DAYS WRITTEN
ZE O THE LEFT, BUT FAILURE TO Do SO SHALL
Y KIND UPON THE INSURER, ITS AGENTS OR
CORPORATION. All rights reserved
OCT/29/2015/THU 03:28 PM Domain Insurance FAX No,239-598-2142 P,003/003
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
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 endorsement(s).
DISCLAIMER
This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized
representative or producer, and the certificate holder, nor does it affirmatively or negatively amend,
extend or alter the coverage afforded by the policies listed thereon,
ACORD 25 (2009/01)
JEFF ATWATER
CHIEF FINANCIAL OFFICER
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * *
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 7/20/2015
PERSON: ESPINOZA
FEIN: 474124388
BUSINESS NAME AND ADDRESS:
EA EMANUEL LLC
10501 SW 224 TER
EXPIRATION DATE: 7/19/2017
EDUARDO
CUTLER BAY FL 33190
SCOPES OF BUSINESS OR TRADE:
LICENSED ROOFING
CONTRACTOR
Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section
may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only
within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be
exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate,
the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609
EA EMANUEL LLC
Date: 10 �,� 0 1 j
State of
County of-
691
That he or she will be the only person working on the project located at: oZ-7n
M 1qv-1 3 V-,oT-e� F-L- 53 ! 38
r Yr-1 �lol CU ✓1 C-oo Y-se
Sworn to (or
affirmed) and subscribed before me this SO day of _ 20 by
Ldu ac l� ESQ vNoZQ
Personally know
OR Produced Identification
Type of Identification Produced
Print, Type or Stamp Name of Notary
io1oA;,P"°� UNIARoMGUE1
M* MY CAMMISSION # FF 156 �`,F;
* EXPIRES: NavambO130. ?�)t e
+TMV BAet Notary soices
,10Bonded
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner -Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: _
Owner
State of Florida
County of Miami -Dade pp
The foregoing was acknowledge before me this 3 0 day of �C �20
By who is ersonall� known to me or has produced
as identification.
No: EMI v�ir 0 �s'�=1 �y 2 \��;
SEAL: L='LO AJ8nWeei S32lIdX3 `
SISZLO33 # NOISSIWWOO AN
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972 1
Inspection Number: INSP-247656 Permit Number: RF-10-15-2783
Scheduled Inspection Date: November 16, 2015
Inspector: Rodriguez, Jorge
Owner: KOSTEPEN, ERHAN
Job Address: 270 GRAND CONCOURSE
Miami Shores, FL
Project: <NONE>
Contractor: EA EMANUEL LLC
0u11u111y uGNarunGnL %.vnnnGnM
RE -ROOF TILE ROOF
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Tile
Phone Number (786)319-0562
Parcel Number 1132060136210
INSPECTOR COMMENTS False
TIN CAP SPACEING False
Phone: (786)532-3441
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-246996. Provide letter from
"INArch/ Eng tin cap covered without inspectio
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
November 13, 2015 For Inspections please call: (305)762-4949 Page 30 of 40
LijiJD'
JD Engineering & Construction Corp.
Certificate of Authorization: No. 292M
To: Miami Shores Building Department.
10050 NE 2nd Ave,
Miami Shores, FL 33138
Owner:Mr. Erhan Kostepen.
Permit Number: RF-10-15-2783
Located at:
270 Grand Concourse
Miami Shore, Fl. 33138.
C: (786) 312-6511
F: (305) 603-9615
E: yoel@jd-miami.com
W: www.jd-miami.com
A: 20352 SW 130th Ct.
Miami, FI.33177
Date: October 28, 2015
03
Dear Inspector,
This letter is to approve the.=following:
(1) #30 Saturated Roof Felt had been installed in compliance with ASTM D4869, Type I and FBC
standards including 8d Ring Shank nails @ 6" o.c. at panels edges and at intermediate
supports and 8d Ring Shank nails @ 4" o.c. thru boundaries.
Please call^if we can provide any additional information.
Jose L. Guzmd►h. PE No. 56138
L
OCTO 2015
BY.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
1
High -Velocity Hurricane Zone Uniform Permit Application Farm.lit
1
1
f% Section A (General Information) 1
Master Permit No. /1 c — 3 Is _ .s3 1 1
_ ^^ Process No. 1
Contractor's Name S ts LneL x"A
Job Address �
1
ROOF CATEGORY 1
❑ Low Slope ❑ Mechanically Fastened Tile � 1
Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles ❑ Metal Panel/Shingles 1
❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150
ROOF TYPE 1
❑ New roof ❑ air Re 1
P ❑ Maintenance � Reroofing1
❑ Recovering
ROOF SYSTEM INFORMATION 1
Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF)37 DPTotal
• I
Section B (Roof Plan) •• ." 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scup pers• • • •
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location o Parapets.,d�� �ncludt;�ip i
.
.... .. .. .....
• 1
• 1
•1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
10111,11,11W11111m,191111MI Copyright to. or licensed by,'CC (ALL RIGHTS RESERVED): accessed by Elieaar palaci0 on 8, 2015 10 32: t as t ... �, .. 15.37
rimc •.M.n.F.e.h )hm
Agreement.
No further reoroduc
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Notice of Acceptance Number. _ 1 7 — V-' y - r-\ O 4A
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 3 Cl !-A P1: �n g �_ P1:
Deck Type:
Roof Slope: Type
Type Underlayment: 3
12 Insulation:
Fire Barrier: N\ p 1
1
0 0
Ridget(errtilation? Fastener Type & Spacing: t� 4 NHCn stir, N�� • •• �•
��� i 'Z m r-
.0000
Adhesive Type: � o� ...
• 1'
Type Cap Sheet: * • 0 9 •
Mean Roof Height: 2 •
Roof Covering: • • �• •
Type & Size Drip • 3 x 3 • • Ga • 1 •
Edge: v 0 C t
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
copyright 10. or l 111dd bbry�l� a �� RESERVED). accessed by Eliezer Palacio on Jun S. 2015 1032:12 AM pursuant t15.399ae
Agreement. No further
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
1
1 High -Velocity Hurricane Zone Uniform Permit Application Form.
i
1 Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from M. If the M values
! are greater than or equal to the Mt values, for each area of the roof, then the tile attachment method is acceptable.
1
1 Method 1 "Moment Based Tile Calculations Per RAS 127"
i (P1:yL9 �Jc X 'Z� _ Mg = Mrs. I (� Product Approval M, 31 .
! (P2:b-jx% Z� = f n - Mg;-I.2A = M2 u3.Z Product Approval J .
1 (P3: j�p �c712a&-- Zln _ Mg.-.1 f = M, 2L,Zg Product Approval M,
1
1 Method 2 *Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below3Z. Z. Product Approval M,
1
! Mr required Moment Resistance*
Mean Roof Height
1 Roof Slope 15' 20' 25' 30' 40'
1 2:12 34.4 36.5 2.2
1 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
1
4:12 30.4 32.2 33.8 35.1
1 5:12 2g.4 37.3
30.1 31.6 32.8 34.9 e •
1 6:12 26.4 28.0
1 29.4 30.5 . • 32.4 • .. .... • .
7:12 24.4 25.9 27.1 28.2 • ' 30.0 . • . • •
1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Browar • • • • • •
1 Appeals. d.Caurity Board of Rules apd • • •;
1 For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If thevR values are Oreafer than or % • • •
! equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • 0 0 * 0 9 0000
.....
1
! M th d3" •. .. a.•a ......
(P1: x L
1 (P2: x L
e o UPlift Based Tile Calculations Per RAS 127"
x w: _ _� - W: x cos 9 = Fr, Product Approval F'
x w: _ ) - W: x cos 0 = F2 Product Approval F'
x w: = -___) _ W: x cos g = Fri Product Approval F' -
Where to Obtain Information
Description
Symbol
Design Pressure
P1 or P2 or P3
RAS 127 Tai
Mean Roof Height
H
pared by PE
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
l
Product
Restoring Moment due to Gravity
M
Appr
Product Appi
Attachment Resistance
9
Mf
Product
Required Moment Resistance
M
Appi
Calculated
Minimum Attachment Resistance
F'
Product
Required Uplift Resistance
F
Appr
Calculated
Average Tile Weight
W
Product Appr
Tile Dimensions
L = length W = width
Product Appr
All calculations must be submitted to the
building official at the time of mrrni4
....
•• •
15.40 Copyright to. or licensed FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
ICC (ALL RIGHTS RESERVED), accessed b M
Agroement. No further rep
-ductione authorized. Y ezv palacio on Jun 8.2015 1032:12 AM pursuant to lremre
<ORIDp
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
OOFING
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
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 ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2• f' Renailing wood decks: When replacing roofing, the existing wood roof deck
be renailed in accordance with the current provisions of Section R4403. (The roof deck isus al yhave to
concealed prior to removing the existing roof system).
u� r 4• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; thewfore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the optiontlf•; •
maintaining the appearance.
.. .... •
...... .... ......
Overflow scuppers (wall outlets): It is required that rainwater}IbW Oeff so tlitihe ioof is..:... • not overloaded from a buildup of water. Perimeter/edge wall or other roof eqjfflo%may blQcJcthis • •. • •
discharge if overflow scuppers (wall outlets) are not provided. It may be nece to instaMoverflow *so*:*
•
scuppers in accordance with the requirements of Sections R4402, R4403 a 13. •
Owner/ a Ys Signature Date 4' Contractor n re
Date
27� 649,4z �
Property Address sus TL Permit Number
33 I3t� -
Revised on 7/9/2009 LD;07/01/2015;
MIAMNDiAs�})
MIAMI-DADE COUNTY
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.2ov/pera
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. •
......
DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Gdlde h Eagl i • • •„•
Low Profile Concrete Tiles •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, lr*jW-6. fate and•fbll wing ••;••.
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.-****- • • • • 00000
RENEWAL of this NOA shall be considered after a renewal application has been filed and Vfft%as been no change• •
in the applicable building code negatively affecting the performance of this product. • • • % .
.. . . •.•
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chang®in tlse
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA# 11-0321.02 and consists of pages I through 10.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
NOA No.:12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE:
Roofing
Roofing Tiles
Concrete
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Bel Air Concrete Tile
L = 17"
TAS 112
Flat profile concrete roof tile equipped with two
W = 12 '/4"
nail holes. For adhesive set, direct deck or
Thickness ='/z"
battened nail -on applications.
Bel Air Double Eagle
L = 17"
TAS 112
Flat profile concrete roof tile equipped with two
Concrete Tile
W = 12 '/4"
nail holes. For adhesive set, direct deck or
Thickness ='/2"
battened nail -on applications.
Ponderosa Concrete Tile
L = 17"
TAS 112
Flat profile concrete roof the with slate finish
W = 12 '/4"
equipped with two nail holes. For adhesive set,
Thickness ='/2"
direct deck or battened nail -on applications.
Ponderosa Double Eagle
L = 17"
TAS 112
Flat profile concrete roof tile with shake finish
Concrete Tile
W = 12 '/4"
equipped with two nail holes. Fqr adhesive set,
Thickness ='/2"
direct deck or battened n4l-on aj3lications.
Golden Eagle Concrete
L = 17"
TAS 112
. .
9..*0009 •
Flat profile concreterooffile bruslidd finish ' • • • • •
Tile
W = 12'/4"
equipped with two nAtlW8s. For adhesive set,****;
Thickness =''/2"
direct deck or battenedh1ilon appl iAvpns.
Trim Pieces
1= varies
TAS 112
Accessory trim, clay •Va f pieces fbtAme at hi s •
w = varies
rakes, ridges and vallpytminations.• •
xe
varying thickness
Manufactured for each tiie profile•
MIAMI•DADE COUNTY I NOA No.:12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 2 of 10
2.1 EVIDENCE SUBMITTED:
Test AF-encv
Test Identifier
Test Name/Report
Date
PRI Asphalt Technologies
ERPF-00 1 -02-01
TAS 112
Aug. 2006
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix 11
TAS 108 (Nail -On)
Redland Technologies
P0402
Withdrawal Resistance Testing of screw vs.
Sept. 1993
smooth shank nails
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Testing
Aug. 1994
g
1994
TAS 108 (Nail -On)
Redland Technologies
P09647-01
Wind Tunnel Testing
Aug. 1994
TAS 108 (Mortar Set)
The Center for Applied
Engineering, Inc.
94-084
Static Uplift Testing
May 1994
TAS 101 (Mortar Set)
The Center for Applied
25-7094-(2, 5, & 8)
Static Uplift Testing
Oct. 1994
Engineering, Inc.
TAS 102
The Center for Applied
25-7183-(5 thru 6)
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
The Center for Applied
25-7214-(1, 5, & 8)
Static Uplift Testing
March 1995
Engineering, Inc.
TAS 102
The Center for Applied
25-7487-2
Static Uplift Testing
Dec. 1995
Engineering, Inc.
TAS 102
The Center for Applied
25-7496-(1 & 4)
Static Uplift Testing
Dec. 1995
Engineering, Inc.
TAS 102
:...:.
The Center for Applied
25-7804-6
Static
•
Engineering, Inc.
Uplift Testing
TAS 102 • • • • • •
-fI4 1996 '.
• • • •0 . ""'
Celotex Corporation Testing
Service
520109-1
Static Uplift Testing
P g • • • •
• Deoe 1998,
520111-4
TAS 101 ••...'
'..'.: .....
Celotex Corporation Testing
Service
520191-1
Static Uplift Testing ":":
• N"Ch 1999.....
TAS 101 ' •
.
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
"""
..Sep.2006•
Walker Engineering, Inc.
Calculations
Restoring Moments Due to Gf6vj • :
'
•
• •Se �2006 • * * * 0 .
.P .
MIAMI-DADE COUNTY NOA No.:12-0430.04
� ' ' 2 ;t$rj41' Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 3 of 10
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required,
refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Be] Air, Be] Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle
Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft)
Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
Table 2:
Aerodynamic Multipliers - A (ft")
Tile Profile
A (ft)
A (ft) • •
• •
Batten Application
Dire t
cation
• • •
• •
Bel Air, Bel Air Double Eagle,
0.301
• • Q 27g
•
Ponderosa, Golden Eagle,
• • • •
• • •
...
..
Ponderosa Double Eagle Flat Tile
• • • • • •
• • •
• • •
......
....
.....
....
....
......
MIAMI•DADE COUNTY NOA No.:12-0430.04
"' • 1141, Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 4 of 10
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile
3":12"
4":12"
5":12"
6":12"
Greater than
Profile
7":12"
Bel Air, Bel Air
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Double Eagle,
Kvftt
Deck
Deck
Deck
Deck
Ponderosa,
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
Golden Eagle,
Ponderosa
Double Eagle
Flat Tile
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
p" 16/32 min plywood) ywood)
(min. 19/32" plywood)
Bel Air, Bel
2-10d Ring Shank Nails
30.9
38.1
17.2
Air Double
1-10d Smooth or Screw
7.3
9.8
4.9
Eagle,
Shank Nail
Ponderosa,
2-10d Smooth or Screw
14.0
18.8
7.4
Golden
Shank Nails
Eagle,
1 #8 Screw
30.8
30.8
18.2
Ponderosa
2 #8 Screw
51.7
51.7
24.4
Double
1-10d Smooth or Screw
24.3
24.3
24.2
Eagle Flat
Shank Nail Field Clip)
Tile
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.9
31.9
32.2
Shank Nails Eave Clip)
2-10d Ring Shank Nails 50.3 65.5 • • 8.3
1. Installation with a 4" the headlap and fasterners are located a min. of 2%" from Re of tile.
NOA No.:12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 5 of 10
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
si ce
Bel Air, Bel Air Double Eagle,
Adhesive
1.3
Ponderosa, Golden Eagle, Ponderosa
Double Eagle Flat Tile
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight 13.9
per patty grams.
3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per paq 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Bel Air, Bel Air Double Eagle,
31VI2-Component Foam Roof Tile Adhesive AH-160
118.9
Ponderosa, Golden Eagle,
31VI2-Component Foam Roof Tile Adhesive AH-160
40.4
Ponderosa Double Eagle Flat
Tile
3 Large paddy Placement of 45 grams
of Pol ProTm.
4 Medium paddy placement of 24
grams of Pol ProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
Mortar Set
43.9
Eagle, Ponderosa Double Eagle Flat Tile
5 Tile-Tite Roof Tile Mortar.
.00900
.
•
......
....
......
.. ..
.....
....
......
....
.....
....
......
.. ..
•
. .
CMIAMI-�DADE COUNTY NOA No.:12-0430.04
"' • • Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 6 of 10
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved".
EA GL��'
FLORIDA
BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
......
......
....
......
.. ..
.....
....
•
•
...
M I-DADE couNTY NOA No.:12-0430.04
E122:10,10 Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 7 of 10
PROFILE DRAWING
BEL AIR
--------------
BEL AtR DOUBLE EAGLE
MIAMI•DADE COUNTY NOA No.:12-0430.04
'''• Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 8 of 10
-'.
A
PONDEROSA
PONDEROSA DOUBLE EAGLE
,.
.ar...
•
• ,• .
•
•••.
• •
MMMhDADECOUNTY NOA No.:12-0430.04
"' • • Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 9 of 10
GOLDEN EAGLE
END OF THIS ACCEPTANCE
MlAl4HXTUXJE)
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www-miamidade.gov/economi-
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to b
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the Vicepled
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyrevpke, mo&i ,'dY
suspend the use of such product or material within their jurisdiction. RER reserves the right to Mvokne this ateoptance
if it is determined by Miami -Dade County Product Control Section that this product or material%aWo meetgdre
requirements of the applicable building code. ' • • • • •
This product is approved as described herein, and has been designed to comply with the Florida • • •hiin Ooda
including the High Velocity Hurricane Zone of the Florida Building Code. 000000 g " ' •
DESCRIPTION: Polyglass Polystick Underlayments
• • 0 0 0 0 : •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, oiD ,-state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA 412-0713.02 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
MIAMI-DADE COUNTY
...• 1
NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 1 of 9
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick MTS
Manufacturing Location
#2
Test
Dimensions Specification
Product
Description
Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing
65'8" x 3'3 3/$" membrane, glass fiber reinforced with polyolefinic
60 mils thick film on the upper surface for use as an
underlayment for metal roofing, roof tile, slate
tiles and shingle underlayment.
Polystick MTS Plus
Roll:
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing Location
65'8" x 313-'/$"
membrane, glass fiber reinforced with polyolefinic
92
60 mils thick
film on the upper surfacPfor.0 :e as as .....
•
underlayment for metal roofing roofli4e,-&late • •
tiles and shingle underlayment.' •
•
Polystick IR-Xe
Roll:
ASTM D 1970 A fine granular/sand toe ' • �:
�' p s�'ade self�dhE� Ong,
Manufacturing Location
65' x 3'3-'/$"
APP polymer modified, fiberglass reiy f rged, •: ".
#1 & #2
Or 65' x 3'
bituminous sheet materiat for use as ate...' •
60 mils thick
underlayment in sloped1bbfa4sembliesp •• •
Designed as an ice & rain shield. •
Polystick TU Plus
Roll:
TAS 103 and ASTM A rubberized asphalt self adhering, glas's': •:
(Surface Printing)
65' x 393 3/8"
D 1970 fiber/polyester reinforced waterproofing 0
Manufacturing Location
80 mils thick
membrane. Designed as a metal roofing and roof
#1 & #2
the underlayment.
Polystick TU P
Roll:
TAS 103 and ASTM A rubberized asphalt waterproofing membrane,
Manufacturing Location
32' 10" x 3'3 3/s"
D 1970 glass-fiber/polyester reinforced, with a granular
#2
130 mils thick
surface designed for use as a rile roof
underlayment.
Polystick Tile Pro
Roll:
TAS 103 and ASTM A rubberized asphalt self -adhering, glass -
Manufacturing Location
61' x 3'3 3/8"
D 1970 fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro
Roll:
TAS 103 and ASTM A rubberized asphalt self -adhering, glass -
Manufacturing Location
61x 3'3 3/s"
D 1970 fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
tile underlayment.
NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 2 of 9
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, polyester
Manufacturing Location
65'8" x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as
#2 60 mils thick a a roof tile underlayment.
Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen
32' 10" x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded
back face and a granule top surface. For use in
roof tile underlayment systems.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agencv
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
Test Identifier
P 10870.09.08-R 1
P 10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.1 I
P37300.10.11
P40390.08.12-1
P40390.08.12-2
P40390.10.12
P37590.07.13-1
P45270.05.14
P46520.10.14
P44360.10.14
P43290.10.14
PUSA-035-02-01
PUSA-055-02-02
PUSA-089-02-01
JX20H7A
RX 14E8A
DX23D8B
DX23D8A
Test Name/Report
TAS 103 •••�••
TAS 103/ASTM D4798 & G 131'
ASTM D1970 •
TAS 103
ASTM D 1623 ......
TAS 103/ASTM D4798 & G155�
TAS 110/ASTM D4798 & 131979•
TAS 103 & TAS 110
ASTM D 1623
ASTM D 1970
ASTM D6164
TAS 103, TAS 110 & ASTM
D1623
ASTM D1623
TAS 103 & TAS 110
ASTM D 1970 & TAS 110
TAS 103
TAS 103
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G 155
TAS 103/ASTM D4798 & G 155
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4798 & G 155
12/ 08
0.41 �/(Y9
OT/O 1 tl'0
o3/ )nhi
04/�6/11
Q9/O V 11
4 67MIl i
QS/06/4 2
OW07AI2
10/03/12
07/02/13
05/12/14
10/03/14
10/07/14
10/17/14
09/29/06
12/ 10/07
07/06/09
04/01 /08
11 /09/09
02/18/10
02/18/10
MAWDADECOUNW NOA No.: 14-0717.08
• ' Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 3 of 9
INSTALLATION PROCEDURES:
Deck Type 1:
Wood, non -insulated
Deck Description:
Min. 19/32" plywood or wood plank
System Type E(1)
Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane:
Polystick membranes self -adhered.
Surfacing:
See General Limitations Below.
Deck Type 1:
Wood, non -insulated
Deck Description:
Min. 19/32" plywood or wood plank
System Type E(2)
Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type 11 or ASTM D 2626.
Fastening:
Per FBC 1518.2 & 1.518.4 Nails and tin caps 12" grid, 6" o.c. at a n-4nirydgi 4" heaaiap. (for,..
base sheet only) .. . see*
Membrane:
Elastoflex S6 G, hot asphalt applied. "• • '
Surfacing:
Deck Type 1:
Deck Description:
System Type E(3)
Anchor/Base Sheet:
Fastening:
Ply Sheet:
(Optional)
Membrane:
Surfacing:
APPROVED
See General Limitations Below.
Wood, non -insulated
•
.... • ......
so
:so -
Min. 19/32" plywood or wood plank Soso:*
• • . • so
Base sheet mechanically fastened deck, subsequent cap membrane self- armed. .. •
• . . .
One or more plies of ASTM D 226 Type II or ASTM D 2626. " . 0 • : . : :so**:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical
laps.
Polystick TU Plus, self -adhered.
See General Limitations Below.
NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 4 of 9
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and
sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/z" and end laps
shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of
the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building
code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention
to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, Polystick MTS Plus, Polystick TU Plus, Polystick Tile Pro and Polystick Dual Pro may be used
in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate
roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof t4a systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.: E14toflex �6 G may be • •, •
used in roof tile systems only. •
...... .... ......
3. Deck requirements shall be in compliance with applicable building code. • • • • • •
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry lIsurface. T• • • •� desk shall.bd ti;ee of
•
irregularities.
.....
...... .... .....
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a Vr *-existing roof • • •, • •
membrane as a recover system. •
. . . . ......
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the alhount of da3L...:
listed in the table below after application. Polyglass reserves the right to revise or alte? Droduct eKposuie times;
not to exceed the preceeding maximum time limitations. • •
Ex osure Limitations (days)
MTS
IR-Xe
Elastoflex
S6 G
TU Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven,
FL.
180
90
180
180
180
180
180
90
180
Hazelton, PA.
N/A
90 1
N/A
180 j
N/A
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
MIAWDADE COUNTY NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 5 of 9
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU Plus, Polystick Tile Pro, Polystick TU Max or Elastoflex S6
G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is
limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to
mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically
fastened roof tile applications with the exception of mortar set tile applications.
9a. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) the assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Elastoflex S6 G
Polystick TU Plus,
TU P, Tile Pro,
Dual Pro
Polystick TU
Max
Polystick MTS
Plus'
Flat Tile
Prohibited
without battens
4:12
No limitation
No limitation
5:12
Profiled Tile
Prohibited
without battens
4:12
No limitation
No limitation
4:12
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are
required for both loading and installation of tiles at all times.
'The following limitations shall be apply when using Polystick MTS Plus:
• Slopes up to those shown in the table above will require stagging of tiles — two tiles laid perpendicular to
slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles. (See Figure 1
below)
Battens shall be used for stagging of lugged tiles above 4:12
Battens shall be used for stagging of flat tiles above 5:12
N / Slope
AROW
• • •
p •
•••• •• ••
•.,ty , • • • • • • 00900
Figure 1: Stagging Method •
9b. There shall be no roof slope limitation for the Polystick MTS Plus / Polystick TU Plus two-ply underlayment
system when a applied using the stagging method outlined above.
MIAMMADE COUNTY NOA No.: 14-0717.08
�ulyuaolwsj Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 6 of 9
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
i !
{ Roofing Tiles
j (6 Max Per Stack)
CL ! 12 !/
6
N
4i
i fmof Deck prepared with -
POLWnCKTU Plus j
-- j
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick MTS, Polystick MTS Plus, Polystick IR-Xe, Polystick TU Plus,
Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G may be used with
any approved roof covering Notice of Acceptance listing Polystick MTS, Polystick MTS Plus, Polystick IR-Xe,
Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G
as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, Polystick MTS Plus,
Polystick 1R-Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro
or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami -Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below.
MIAWDADE COUNTY
. N 0 1
BUILDING PERMIT REQUIREMENTS: •
Application for building permit shall be accompanied by copies of the following: " • • • • • .'
1. This Notice of Acceptance. • • • • •.
Y
2. Any other documents required by the Building Official or applicable building code in ordef 0 • • •e erl •evaiouate the' 0• 6•.
installation of this materials. 19 Pi P • • • •
.. .. •
.... ......
...... .
• . . •
...... ......
. . . •
.
.....
.. . . ...
. • •
MLU MI•DADE C-� NOA No.: 14-0717.08
• ' Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 7 of 9
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
L Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable.
Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required
in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c.
Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of
membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -
nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and 410.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 '/4 712", precautions should
be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified
Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any applicatku bf.Volysti k ""' •
membranes commences. An approved substrate technical bulletin can be furnished upotuwDy wst. It %.• ' •
recommended to refer to applicable building codes prior to installation to verify acceptable"strates.. •
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membtT* je`s oan be#uraisled ' • • •
upon request by our Technical Services Department by calling 1 (800) 8944563. . • , ' •; • • •
...... ......
.. . . ... ......
CMIAMMADECMOMM NOA No.: 14-0717.08
" • Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 8 of 9
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS
OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
....
......
....
......
......
......
.. . ....
......
e. .
MIAMIEMO
NOA No.: 14-0717.08
Expiration Date: 09/13/16
Approval Date: 01/22/15
Page 9 of 9
MIAMI,14 1`
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
3M Company
3M Center Building 0220-65-E-06
St. Paul, MN. 55144-1000
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
y Having Jurisdiction (AHJ).
used in Miami Dade County and other areas where allowed by the Authorit
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 3MrAl2-Component Foam Roof Tile Adhesive AR-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of 4ny product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to•compV witll'th� estction qt • • •
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 460 • • • • • •
expiration date may be displayed in advertising literature. If any portion of the NOA is dispia� th n.it sh D be dene •
in its entirety.
.... •• •• 00090.
INSPECTION: A copy of this entire NOA shall be provided to the user b the manuf pM • �" • • • • •
•• ••
Y ap •or its ts>t'�utors anc�•:'
shall be available for inspection at the job site at the request of the Building Official. i
•
.1 • •• • ....:.
This NOA revises NOA 13-0502.02 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADECOUNTY''' i try
.. . .... ......
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page I of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MT"' 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2-Component
Foam Roof Tile Adhesive AH-160.
PRODUCTS MANUFACTURED BY APPLICANT
Product Dimensions Test
Product Description
Specifications
3MT"t 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A
RTF1000
Dispensing Equipment
ProPack® 30 & 100 N/A
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list
resistance
attachment
values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
" • • •
...... .... ......
PHYSICAL PROPERTIES:
""• •
Property Test
.... .. .. .....
Density ASTM D 1622
RdAd& � � 0 * 0 0 ..;..'
1.6 lbs./ft.3 02
""
Compressive Strength ASTM D I621
18 PSI Parallel to rise ; • • • �;
Tensile Strength
•
12 PSI Perpendicular to ripe :""'
ASTM D 1623
Water Absorption
�
28 PSI Parallel to rise • • • •
ASTM D 2127
Moisture Vapor Transmission
0.08 Lbs./Ftz '
ASTM E 96
Dimensional Stability
3.1 Perm / Inch
ASTM D 2126
+0.07% Volume Change @ -400 F., 2 weeks
+6.0% Volume Change @I58°F., 100% Humidity,)
Closed Cell Content ASTM D 2856
weeks
86%
Note: The physical properties listed above are presented as
typical average values determined
as by
accepted ASTM test methods and are subject to normal manufacturing variation.
mI-DADE COuN7Y
`
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aeencv Test Identifier
Test Name/Renort
Date
Center for Applied Engineering #94-060
257818-1PA
TAS 101
TAS 101
04/08/94
25-7438-3
SSTD 11-93
12/16/96
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories NB-589-631
Polymers Division
ASTM D 1623
02/01/94
Ramtech Laboratories, Inc. 9637-92
ASTM E 108
04/30/93
Southwest Research Institute 01-6743-011
01-6739-062b[l]
ASTM E 108
ASTM E 84
11/16/94
01/16/95
Trinity Engineering 7050.02.96-1
TAS 114
P36700.04.12
ASTM D 1623
03/14/96
04/18/12
P39740.02.12
TAS 101
02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1
528454-9-1
TAS 101
10/23/98
528454-10-1
520109-1
TAS 101
12/28/98
520109-2
520109-3
520109-6
'
520109-7
520191-1
520109-2-1
TAS 101 ••••••
'
•Li'3102/99 ••••••
LIMITATIONS:
' ' '
....
.. .. .....
......
.. .
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for
.... .000
.... ......
fire
rating.
..00 • . •
2. 3M ' 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flats low, & higlrtile ••: •
3. Minimum underlayment shall be in compliance with the Roofing
• • • profilesr•
Application Standard
4. Roof Tile manufactures acquiring acceptance for the use of'W'
160
R%-S 1207
2-Component Foam Atlfies
Roof Tile t•
roof the adhesive with their the assemblies shall test in accordance with TAS 101.
ve AH-
5. All products listed herein shall have a quality assurance audit in
accordance with the Florida
Rule 61 G20-3 of the Florida Administrative
Building Code and
Code.
.. pPPROYED ...:
NOA No.:14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
INSTALLATION:
1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current
NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-
160.
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient
attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County
Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA.
3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B).
6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTFI000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2-Component Foam Roof Tile Adhesive AN-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH-1 60 has been dispensed.
9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in
accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
Rfr!�: APPROVED
••••••
•
••••
••••••
••••••
••••
•••••
•• ••
••••
••••••
•
• •
• •
••••••
• •
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Eave Course - Flat, Low, High
Area
Weight
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
Flat Profile
#2
10-12 sq. inches
45-65
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (l each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile) j
Two Piece
65-70 sq. inches
q
�4 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
s;
MiAMbDADE COUNTY
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
•-•._ APPROVED
• 0 0 0 • •
•ee*:*
.. .
•000
......
00:0
:090
....
.. ..
.....
00000
.. ..
....
......
. .
. .
......
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
N4II thr9unh g;.tst-,._ caner.;
fol
.t
�Artp;l5 -Ipfu' nal -
,F 1 -u"✓ c LI._'Sum
iati7'
ai3 rhrba y?1 niAf •.it tr!:±a1rS
'. as ircr: tayr if e:1;
_ C•<de p (B-Iwath 7ilk:
iftadxci�yrraatt '�
*„
-[
L3tE` t°3uf f.1
..
-� f nua
4
Drip
APPROVED
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the file being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
I. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the the closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) —23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
. .
•..•.•
1. Starting at the eave course, ply a'minimum 2" • •"'
•
(50.8 mm) x 10" (254 mm� x 1" (2S 4•mnq) foatp •
paddy onto the underl • • • ' • . • • •
.1pQ tpositione� as shown •
under the pan portion of tlAtiie closest to.the ,"",
overlock of the tile beili&w' •
60:660
...... .... .....
2. Continue in same manner.•Insure apptvxirnately?!';'
(109.7 cm2) — 23 (148 1•eep square inch adhesive ',
contact with the underside ofthe tile...:.
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
'sail ihfza:rgF, �Faa".is rr.m+•n! GatatF• tt'S��.rr.11- i:.'.t
a
F: E'ra first/; r• � _
s:ails:,ra,;:�h pasejr r�_�nr,s
Tdc
APPROYED s, .€,.;
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x l 0" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cmz)
—23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" 077.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cmz) - 12(77.4 cmz) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cmz) —
23 (148.4 cmz) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown unat? IM pan • • • • • •
portion of the tile closest %Ae overlock oirthe tile •
being set.
3. Continue in same manner.1A9dw appriokimalely I T,
(77.4 cm2) - 14 (90.3 cmz)'sgqware inch adhesive * � � •
contact with the underside Wttie tile. •
. . . . ......
(Instructions continued on. ext {gage)
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
'a211 :�:j Jtl•,'s!1 lt4S ,je: CIj/!PeT'
'i:lt•: /s. trtf;2ttc�s
Fadtir 13.rx�jl- Til.-
r r `
I fl
,,:'� APPROVED
High Profile I Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cmZ) —
23 (148.4 cm 2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" 077.8 mm) x I" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cmZ) - 19(122.6 cmZ) square inch adhesive
contact with the underside of the tile.
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. •
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. ...
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.
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Mil through plastc cement
;whe-1 uiradl Paddy +,between tiesi
3a:ten<_•_ptional/4i
Paddy;urderUi-,
'~• vrgle paddy v`
• On ttp a, tiie =1
Under ttle�,s� -
S ,glepaddy '.
onu:idEdaymcnt. s \
FlatlLow Profile Tile
Flail through prias c cement Single paddy under file
(when requiredi
. =�dy ;betwe�re t[1 e5!
Battens Paddy iund=r a?et
an top o; rile
.x,tx�in. :�..
ii1aiepaddyon r n. :,r 1
►" ="�` EaseUcsure
Eave Gat; rs
— Facia
Medium Profile Tile
APPR ED"
I. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x I " (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the Overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in2 (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course the to be installed. Insure
approximately 8-9 in (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
• • •
•
••••••
•••••.
••••••
•• •
• ..•
..•.••
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Rad through piastit cer "t `` gle paddy under tii?
!wh?n required! 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
addywn--- t� e
Optional i?;,-_. ., lrr F ��..i-; surface as shown, on top of the strengthening rib
for flat the or on top of the pan portion of the tile,
`'' closest to the underlock of the first course of
Smn;le paddy >'` tile.
°"�"�-�`-nf= Install second course of tile. Insure approximately
'`" `�-�...`f,� '' -- 9 (58.1 cm2) (71cm2) square inch adhesive
s n,k [ x 4 in contact with the underside of the tile at the overlap
paddy
ter• and 7 (45.2 cm 2) - 9 (58.1 cm2) square inch
r. ,j _' adhesive contact with the underside of the the at
the head of the tile. Continue in same manner.
Eare Course
asda
�.. ..�f! weephC4
Irvin. line•+'' -'may CaV?G�QiEl7a
" Drip?dg-
WOMEN
High Profile Tile
APPROVED :
••.•
••.•.•
.•....
.••...
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
--:i QPPROYED'
Two Piece Barrel (Cap and Pan) Tile
Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm') — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 min) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4.
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel - High Profile Tile
Turn cover the over after foam is applied and
place onto pan the course. Insure a minimum of
20 (129 cm) - 25 (161.3 cm) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Poipting of
longitudinal edges of -the cover tiles are'
000000
considered optional. 0 • • 0 • 0000 •
When additional nailing 14' required, T' (50.8 •
mm) x 4" (101.6 mm) ijiUars or tko tie wire • •
system using galvan jo0inIess*sjge)Oor 60:460 copper wire and com'�3y.1R used,
paUW8 nails •'"'
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•
END OF THIS ACCEPTANCE 0960 : 0 0 ;
..
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page l l of 11