RF-19-1508r
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 07/02/2019
Location Address Parcel Number
102 NE 108TH ST, Miami Shores, FL 33161 1121360090080
Contacts
Permit NO.: RF -07-19-1508
Permit Type: Roof
Work Classification: Tile
Permit Status: Approved
Expiration: 12/30/2019
Thomas Stocks Owner T&S ROOFING SYSTEMS INC. Contractor
26108 LOUIS TOLEDO
1461 NW 23 ST, MIAMI, FL 33142
Business: 3052652654
Other: 3057727954
Description: RE -ROOF TILE Valuation: $10,200. 00 Ins ection Requests:
305-762-494'
Total Scl Feet: 1,200.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$6.60
DBPR Fee
$4.13
DCA Fee
$2.75
Education Surcharge
$2.20
Roofing Fee
$225.00
Scanning Fee
$12.00
Technology Fee
$6.88
Total:
$309.56
Payments
Date Paid Amt Paid
Total Fees
$309.56
Check # 36415
07/02/2019 $309.56
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
regulating construction and zoning. Futhermore, I authorize the above named rv'
Authorized Signature: Owner / Applicant / Contractor /
work will be done in compliance with all applicable laws
:he work stated.
July 02, 2019 Page 2 of 2
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
gECEIVED
j 02 2019
BY:
Tel: (305) 795-2204 Fax: (305) 756-8972 ���
INSPECTION LINE PHONE NUMBER: (305) 762-4949
OOFING
FBC 201 :)
Master Permit No. 2FG� — i
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
OWNER: Name (Fee Simple Tit1l'eholder)
10
Address: — NV
City: 1 q m
Tenant/Lessee Name:
1S SAtCII/-ds
ne#: 2
State: Zip:
Email:
CONTRACTOR: Company Name: T� S Phone#: -4cl �C
Address:
(v
City: 1/✓t ( State:
Qualifier Name: iJ,St- T6 C7 Phone#:
State Certification or Registration #: (� 10;� Z Certificate of Competency #: _
i
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ t� I� Square/Linear Footage of Work: 0
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:yjyy
Submittal Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Feee�$
Bond $
TOTAL FEE NOW DUE $
M
CONTRACTOR DRAWINGS
10B ADDRESS:
1
i � �] 1. K
/'
�y � S�
City:
Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO
Occupancy Type:
Load:
Construction Type:
Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Tit1l'eholder)
10
Address: — NV
City: 1 q m
Tenant/Lessee Name:
1S SAtCII/-ds
ne#: 2
State: Zip:
Email:
CONTRACTOR: Company Name: T� S Phone#: -4cl �C
Address:
(v
City: 1/✓t ( State:
Qualifier Name: iJ,St- T6 C7 Phone#:
State Certification or Registration #: (� 10;� Z Certificate of Competency #: _
i
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ t� I� Square/Linear Footage of Work: 0
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:yjyy
Submittal Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Feee�$
Bond $
TOTAL FEE NOW DUE $
M
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip _
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
18—day of 'lop e 20 �Y by
-rO4l � , who is personally known to
me or who has produced (—/, LPA G5,e as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: (� /
Print: ✓moi �i"►ti�t L4/��/��
Seal: 9�
t►tft'i DANIEL GONZALEZ
MY COMMISSION # GG 250277
EXPIRES:AuousLI9,2022
APPROVED BY
(Revised 02/24/2014)
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
_ day of 20 �� by
:rwc who is personally known to
me or who has produced as
identification and who did take an oath.
�� `7
Plans Examiner
Structural Review
Zoning
Clerk
Section A/.S
MIAMI E Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Section A (General Information)
Master Permit No: Process No:
Contractor's Name: AND S ROOFING
Job Address: 102 NE 108 ST
Roof Category
❑ Low Slope ❑
Mechanically Fastened Tile
❑✓ Mortar/Adhosive Set Tile
❑ Asphaltic Shingles ❑
Metal Panel/Shingles
. . 0000 0000..
Q •1%/ood Shwtigies/8hakes .'
Sprayed ❑
n
0000.. ..
0900.0
Polyurethane Foam
Other:
II�Y
l l
' •"• •
U U
U U
F-
CL
RECEIVED '
0000 0000
. .
0
Roof Type
" " ••••
•••••
7
0
�
LM
W
J
❑ New Roof ❑✓ Re -Roofing
❑ Recovering ❑ Repair
❑ Mainten2AcA • • •
• • • • • •
Are there Gas Vent Stacks located
on the roof? ❑ Yes ❑✓ No If yes, what type? Natuiil.
LPGK• • • •
Roof System Information
Low slope roof area (ft. 2) 0 Steep
Sloped area (ft.z) 1200
Total (ft. )1200
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): E____�::1 Corner Size (a' X a'):E____�:1
2$ x
clo� Py
vvl
v~
l
•.a
4
0
p
o Q
W -�
W
LU
Q c
Z
'
p -
n
U)
U Uj
1
Z n
a cc
J }
II�Y
l l
ca
LU
U U
U U
F-
CL
RECEIVED '
5 ,
0
0
z
JU� 0 22019
7
0
�
LM
W
J
�itA�P M'
T ie Roof Symn,
MIAMI•DiADE
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer: [EAGLE ROOFING
Notice of Acceptance Number (NOA): 1 18-0509.18
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: 39.7 - P 2: 68.1 P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): L31.3 psf 00**
Fill in the specific roof assembly components. If a component is not required, insert not applicablZ (m;J) in the t6ffDox.
00 0 000
Deck Type: !--5/8" PIywODils:.
0 0 0 0 ... .
Roof Slope:. "/12"
Roof Mean Height: '15 ft.
Method of Tile Attachment:
--Adhesive, 2 Small Paddy Polyfoam Polypro-
Alternate Method of Tile Attachment per NOA:
Drip Edge Size & Gauge: --3" face 26 ga.--
Drip Edge Material Type: Galvinized Metal - -
0000..
0000..
0000..
*see 0000 0 0 0 0 0
Optional Insulation:
�.
..
..
. ..
0000.
Optional Nailable Substrate:
.
:0 0 0 0 0
0000.
Optional Nailable Substrate Attachment:
Basesheet Type:
#30 ASTM TYPE II
Fastener Type for Basesheet Attachment:
1 1/4 RS NAILS 6" OC AND 12" FIELD
Tile Underlayment (Cap Sheet ) Type:
TILE SEAL
Tile Underlayment Attachment Method:
'SELF ADHERED
Drip Edge Fastener Type: 1 1 1/4 RS NAILS I Tile Profile:
'LOW PROFILE CONCRETE TILE
Hook Strip/Cleat gauge or weight: Select Hook Strip --
,Section E ,
COUNTY
"Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1:.39.1
X ,.278
= 10 86
- Mg: 7.71
= Mr1: 3.15
< 31.1 NOA
P2: 68.1
X .278
XX
_ 18.93
--•
- Mg: 7.71
_Mr2: 11.22
000..0
� 31.3 IJOAMf •••. •.•.•.
P 3: 100.7
X X .278
= 7.99
- Mg: 7.71
= Mr3: 20.28
. • •
< 31.3 NOOrMi • •. • •; • • • • •
= -W:O
Mf
XCos 0:F7=Fr2: 5
0000
NOA F'
P3:
Calculated
Method 3 "Uplift Based Tile Calculations
Per RAS 127" • • • • • • •
•••Y•• •• • 0000•
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater thaw or equil todbe-Fr value%
each area of the roof, then the tile attachment method
is acceptable.
Design Pressure
• •. • • •
. Y'
P1: ®X 1:
H
_ ®X w:
Roof Slope
_ - W:
_
• •
• •
X cos 9: ®= Fr1: • •
• . 0..000
000.0•
Y Y
L___�__1 N%A F' ;.. • •
P2: X1:
Restoring Moment due to Gravity
= Xw:
Product Approval (NOA)
= -W:O
Mf
XCos 0:F7=Fr2: 5
0000
NOA F'
P3:
Calculated
X1:
=®X
Product Approval (NOA)
w:
Fr
=
-W:�=�
W
Product Approval (NOA)
Xcos 0:O=Fr3:
I =length
w = width
5®
NOA F'
Where to Obtain Information to complete tile calculations
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance'
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I =length
w = width
Product Approval (NOA)
x/20/2019 Property Search Application - Miami -Dade County
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-2136-009-0080
Property Address:
102 NE 108 ST
Miami Shores, FL 33161-7038
Owner
THOMAS M STOCKS
Mailing Address
102 NE 108 ST
MIAMI SHORES, FL 33161
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
4/3/0
Floors
1
Living Units
1
Actual Area
2,596 Sq. Ft
Living Area
1,366 Sq.Ft
Adjusted Area
1,936 Sq.Ft
Lot Size
9,272.72 Sq.Ft
Year Built
Multiple (See Building Info.)
Assessment Information
Year
2019
2018
2017
Land Value
$232,007
$232,007
$232,007
Building Value
$134,746
$134,746
$134,746
XF Value
$743
$744
$745
Market Value
$367,496
$367,497
$367,498
Assessed Value
$107,941
$105,929
$103,751
Benefits Information
Benefit
Type
2019
2018
2017
Save Our Homes
Cap
Assessment
Reduction
$259,555
$261,568
$263,747
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
DUNNINGS MIAMI SHORES EXT NO 5
PB 48-21
LOT 8 BILK 209
LOT SIZE 74.780 X 124
Generated On : 6/20/2019
Taxable Value Information
. �.
Price
�.
Qualification Description
2019
J618
2017
County
10/13/2009
$100
27044-4700
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$57,941
$55,929
$53,751
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
1 $82,941
$80,929
$78,751
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $57,941
$55,929
$53,751
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $57,941
$55,929
$53,751
Sales Information
Previous
Price
OR Book-
Qualification Description
Sale
Page
10/13/2009
$100
27044-4700
Trustees in bankruptcy, executors or
guardians
09/03/2009
$100
27010-1099
Trustees in bankruptcy, executors or
guardians
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
Miami whores 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.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name:
Property Address:_ (� ) • • • • • •
Roofing Permit Number: •
e .
Dear Building Official:
V \"� 5 S) G-(� 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.
❑ 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 F da Building Code (1994 SFBC)
Signature
Print Name
j;; DANIEIGONMEZ
State of Florida MY COMMISSION # GG 250277
County of Dade =' �`_ EXPIRES: Augastt9,2022
•, p•
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 vol f )-o/q
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, 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
. .
....
......
......
..
......
....
....
.....
Property Address:_ (� ) • • • • • •
Roofing Permit Number: •
e .
Dear Building Official:
V \"� 5 S) G-(� 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.
❑ 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 F da Building Code (1994 SFBC)
Signature
Print Name
j;; DANIEIGONMEZ
State of Florida MY COMMISSION # GG 250277
County of Dade =' �`_ EXPIRES: Augastt9,2022
•, p•
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 vol f )-o/q
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, 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
3 d �
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
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 .Tke owner's
initial in the designated space indicates that the item has been explained. •
. . .... ......
...... .. ......
2. Renailing wood decks: When replacing roofing, the existing %bbtl'rt)of deck nfay have QL...:
be renailed in accordance with the current provisions of Section R4403. (The roof aleck is -Mi ally '
concealed prior to removing the existing roof system). • • •' ""
...... .. . 00:69
. .
.. .. . .. ......
4. Exposed Ceiling: Exposed, open beam ceilings are where the�underside of:*g jggf decknx- •: -
can be viewed from below. The owner may wish to maintain the architectun1l appbarance" therefore,
roofing nail penetration of the underside of the decking may not be acceptable*Thiil provMes Re option of
maintaining the appearance.
6. -;� Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R4402, R4403 and R4413.
Owner/Agent's Signature Date Con torSignature Date
/�2 e o <* /r—Sfeee7`
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
MIAMI- Du4DE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
LWAUAM 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv
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 constOction mal8lift1s. The`:*
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prp"it tontroi Voction to be • Oe •
used in Miami -Dade County and other areas where allowed by the Authority Having JurisdiFjicL(kHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County lPro acct CORY61%ectio ' • • • •'
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve ",e,rj to h�ye this •
product or material tested for quality assurance purposes. If this product or material fails to "rtn in tl:e dQr.epted • • • • • •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediate 1•y ra yoke, modify, or . •
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke tlfi cc eptanoep •.:.
if it is determined by Miami -Dade County Product Control Section that this product or matdrial Nls to theet the ; • • • •
requirements of the applicable building code. .' •. •
This product is approved as described herein, and has been designed to comply with the Florida Building ode
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Low Profile Concrete Tile
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 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 NOA revises NOA No.17-0822.13and consists of pages 1 through 9.
The submitted documentation was reviewed by Freddy Semino, IN
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
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 use in
locations where the pressure requirements, as determined by applicable Building Code, do 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
Applicant Dimensions
Low Profile Lenght = 17"
Concrete Tile Width = 12 '/4"
Thickness ='/2"
Low Profile
Concrete Tile
Low Profile
Concrete Tile
Low Profile
Concrete Tile
Low Profile
Concrete Tile
Trim Pieces
Lenght = 17"
Width = 12 '/4"
Thickness ='/2"
Lenght = 17"
Width = 12 '/4"
Thickness ='/2"
Lenght = 17"
Width = 12 '/4"
Thickness = %"
Lenght = 17"
Width = 12'/4"
Thickness ='/z"
Lenght = varies
Width = varies
varying thickness
Test
Product •
Specifications
. . .... ......
DeacAption •
TAS 112
Flat profile concretettlZfttle equippedlvith tW • • •
Type 3a
nail holes. For adhesive gist, direct dick or :....:
Class III
• •....
battened nail -on appiications.+• •
oeo .... .....
TAS 112
. re..... . . .....
Flat profile concrete•oefttle egtipSedtvith twa...
Type 3 a
nail holes. For adheciv& sat, direct deck or . •
Class III
battened nail -on applications. • • • • • •
TAS 112
Flat profile concrete roof tele wit& slate finish•
Type 3a
equipped with two nail holes. For adhesive set,
Class III
direct deck or battened nail -on applications.
TAS 112 Flat profile concrete roof tile with shake finish
Type 3a equipped with two nail holes. For adhesive set,
Class Ill direct deck or battened nail -on applications.
TAS 112 Flat profile concrete roof tile brushed finish
Type 3a equipped with two nail holes. For adhesive set,
Class III direct deck or battened nail -on applications.
TAS 112 Accessory trim, concrete roof pieces for use at
hips, rakes and ridges. Manufactured for each
tile profile.
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 2 of 9
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
ATL of South Florida
ATL of South Florida
PRI Construction Materials
Technologies
Letter Dated Aug. 1,
1994
P09647-01
94-084
25-7094-(2, 5, & 8)
25-7183-(5 thru 6)
25-7214-(1, 5, & 8)
25-7487-2
25-7496-(1 & 4)
25-7804-6
520109-1
520111-4
520191-1
Calculations
Calculations
RT 1214.01-15
RT0706.01-17
DAPF-001-02-13
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs.
smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing' • •
TAS 108 (Mortar Set).....
Static Uplift Testing"""
TAS 101 (Mortar Set} • • • •
00
Static Uplift Testing • • 0 0 ; • •
TAS 102 • . • .
0000..
Static Uplift Testing: '
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to Gravity
TAS -112
TAS -112
TAS 101 (Adhesive)
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
0000
0000 0000..
• • •Aug. 1994 • •
.. 0000..
May 1993.000:
0000 . 0
.
000. 000.0
• 00CJ. 1994••••
00 000000
0'
Feb. 1995...:.
0000..
0000..
Mareh 1945 •
0000
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
12/17/15
09/25/17
11/30/17
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 3 of 9
2.1 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
PRI Asphalt Technologies ERPF -001-02-01
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Appendix II
Redland Technologies
P0402
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
ATL of South Florida
ATL of South Florida
PRI Construction Materials
Technologies
Letter Dated Aug. 1,
1994
P09647-01
94-084
25-7094-(2, 5, & 8)
25-7183-(5 thru 6)
25-7214-(1, 5, & 8)
25-7487-2
25-7496-(1 & 4)
25-7804-6
520109-1
520111-4
520191-1
Calculations
Calculations
RT 1214.01-15
RT0706.01-17
DAPF-001-02-13
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs.
smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing' • •
TAS 108 (Mortar Set).....
Static Uplift Testing"""
TAS 101 (Mortar Set} • • • •
00
Static Uplift Testing • • 0 0 ; • •
TAS 102 • . • .
0000..
Static Uplift Testing: '
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to Gravity
TAS -112
TAS -112
TAS 101 (Adhesive)
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
0000
0000 0000..
• • •Aug. 1994 • •
.. 0000..
May 1993.000:
0000 . 0
.
000. 000.0
• 00CJ. 1994••••
00 000000
0'
Feb. 1995...:.
0000..
0000..
Mareh 1945 •
0000
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
12/17/15
09/25/17
11/30/17
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 3 of 9
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 shall be
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 Miami -Dade County Product
Control Section 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.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
Rule 61G20-3 of the Florida Administrative Code. . • • •'
. . 0000 0000..
4 INSTALLATION: '
4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its componenoosVall be insta Ile d in st'iel. •
compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. • • • • •
4.2 Data For Attachment Calculations
00 00 . 00 000000
Table 1: Average Weight (W) and Dimensions (I x w • •: •: •
Tile Profile Weight -W (lbf) Length -I (ft) MA81M-w (ft)
. 000!0*
Low Profile Flat Tile 11.4 1 1. ,03 •
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft)
Batten Application
A (ft)
Direct Deck Application
Low Profile Flat Tile
0.301
0.278
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
3":12"
4":12"
5":12"
6":12"
Greater than
7":12"
Low Profile Flat
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32" plywood)
(min. 19/32" plywood)
2-10d Ring Shank Nails
30.9
38.1
17.2
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 4 of 9
Low Profile
Flat Tile
1-10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
Low Profile
Flat Tile
2-10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
Tile Application;_:;
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
Low Profile Flat Tile
1-10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
1
1-10d Smooth or Screw
Shank Nail Eave Clip)
19.0
19.0
22.1
:090
2-10d Smooth or Screw
Shank Nails Field Clip
35.5
35.5
34.8
2-10d Smooth or Screw
Shank Nails Eave Clip)
31.9
31.9
32.2
3
ICP Adhesives Polyset® AH -160 Average weight per patty 8 grams.
2-10d Ring Shank Nails' 50.3 65.5 48.3
1. Installation with a 4" tile headlap and fasteners are located a min. of 2'/2"from head of tile .."`•.
. - . - - - -
.. . .00
.0000. ..
0000..
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Table 5: Attachment Resistance Expressed as a Moment M? lift:
Tile Application
;
Low Profile Flat Tile
for Two Patty Adhesive Set Systems0'900.
0000
66`•90
0000
•
...
40.4
Tile Profile
Tile Application;_:;
Atjae�jment
0**
:*o
Resistance
Low Profile Flat Tile
Adhesive'
90000
900..0
1
See manufactures component approval for installation requirements.
:090
2
The Dow Chemical Company TileBond Average weight per patty
13.9 grams.
31.3
3
ICP Adhesives Polyset® AH -160 Average weight per patty 8 grams.
31.3
4
DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive.
Average weight per paddy 8 grams.
109
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Attachment Resistance
Low Profile Flat Tile
ICP Adhesives Polyset® AH -160
118.9
ICP Adhesives Polyset® AH -160
40.4
5 Large paddy placement of 45 grams of Pol Pro T"'
6 Medium paddy placement of 24 grams of Pol ProTm.
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 5 of 9
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile Profile
Tile Application
Attachment Resistance
Low Profile Flat Tile
Mortar Set
43.9
7 Tile-Tite Roof Tile Mortar.
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".
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
Low PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
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 AHJ or applicable Building Code in order to properly evaluate the
installation of this system.
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 6 of 9
MMMMMMMMM
0000
.�..
0000..
lmo;7
EAiGL
16 E
..
...
0000..
..
...+..
00.0..
0000..
00000000
. .
. •
0000
0.616
601606
LORIDA
.16.16•.:00
..
0000.
0
00
..
0000..
(LOCATED ON UNDERSIDE
OF TILE
0000
0000..
• 16 •
0000••
6• 0
• ••
. •
•
6000
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
Low PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
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 AHJ or applicable Building Code in order to properly evaluate the
installation of this system.
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 6 of 9
PROFILE DRAWING
+tom• !�.
LOW PROFILE ROOF TILE
•.sees
•
sees
sees
sees••
LOW PROFILE ROOF TILE
•
sees
sees
sees
•e••
••
•see.•
•
•
.60.
0000
•
•
•
•.sees
sees.
•
sees•
sees••
•
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 7 of 9
LOW PROFILE ROOF TILE
ta-
LOW PROFILE ROOF TILE
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 8 of 9
LOW PROFILE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 9 of 9
••••••
r'
••••••
Ile
•
•• •.
•
LOW PROFILE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 18-0509.18
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 9 of 9
r��
TCOUnITY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE' R) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wivw.nua,nidsde.sov/eeonomv
ICP Adhesives and Sealants, Inc.
12505 NW 441' Street
Coral Springs, FL. 33065
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
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 Coupty Product CpAto Sects • • •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve fl3alligit to have. this product . •
or material tested for quality assurance purposes. If this product or material fails to perform irr f"accepted 66er, ".:.
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,* minify, or suspend the I%e� . . ;
of such product or material within their jurisdiction. RER reserves the right to revgW tlt4 acce)tdd&. if it* is •
determined by Miami -Dade County Product Control Section that this product or material fails fo meet the're4uiremefim
of the applicable building code. 00:0% • • • � � • • •
00
This product is approved as described herein, and has been designed to comply with ;the;Ftorida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. • • • • •
0000..
DESCRIPTION: ICP Adhesives Polyse& AH -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 any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA.shall because 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 Oficial.
This NOA renews NOA 16-0315.01 and consists of pages I through 11.
The submitted documentation was reviewed by Alex Tigera.
MIAMMDADE COU
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset' AH -160 as manufactured by ICP Adhesives and Sealants, Inc. 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 file systems using ICP
Adhesives Polyset' AH -160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions Test
Water Absorption
Specifications
ICP Adhesives
N/A TAS 101
Polyset®AH-160
ASTM D 2126
ICP Adhesives Foam
N/A
Dispenser RTF1000
ICP Adhesives ProPack®
N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset' AH -160 roof file adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Property Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength
0000
Water Absorption
Product WSriptiorr
• • • •
• • • • •
Dimensional Stability
ASTM D 2126
00 0
000 0
..
0000..
..
0000..
Two component pZvtethane foam adhesive
0000..
00000000
. .
0
41
0000
66 00'
Dispensing Equipment"'
000000
00 .
00000
00 00
0 00
000000
Dispensing EquipmeDo
0
•
0000..
.
0000..
00 0
0 00
0 0
..
0000
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset' AH -160 roof file adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Property Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength
ASTM D 1623
Water Absorption
ASTM D 2127
Moisture Vapor Transmission
ASTM E 96
Dimensional Stability
ASTM D 2126
Closed Cell Content ASTM D 2856
Results
1.61bs./ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -400 F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
Test Name/Report
Date
#94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
NB -589-631
ASTM D 1623
02/01/94
9637-92
ASTM E 108
04/30/93
6666
01-6743-011
ASTME 108
. .
'..' :
6666
117. 6/44
6666..
.•
01-6739-062b[i]
ASTM E84
6666..
01/N15
....:.
660.9.
9
7050.02.96-1
TAS 114
009000
Q3?A4fj6
6666..
•
P36700.04.12
ASTM D 1623
0000
0VIT12
":' •.
P39740.02.12
TAS 101
• : • :
V/21%2
00 00'
TAS 123
�� 6�
��
��•��•
6666..
528454-2-1
TAS 101
. .
0 0
.
i(n. 198
6666..
0
528454-9-1
0000
0 00
00 00"
528454-10-10
6666
520109-1
TAS 101
12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1
TAS 101
03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset� AH -160 roof the adhesive
with their tile assemblies shall test in accordance with TAS 101,
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
MIAMI•DADE COUNTY
.., , -
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset' AH -160 maybe used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset' AH -160.
2. ICP Adhesives Polyset' AH -160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of ICP
Adhesives Polyset`° AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127.. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset' AH -160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet:
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authori0000.ty having
jurisdiction. •
. 0000....
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is raqu rel before eppEcaton •
of any adhesive. The mix ratio between the "A" component and the "B" component shelf �e maintainedebetweetn• ....
1.0-1.15 (A): 1.0 (B). """ ' 00...
00.
0000.. 0000.. . .
6. ICP Adhesives Polyset' AH -160 shall be applied with ICP Adhesives Foam Dispensef RTF r000 of ICV. 00 0: * 0
Adhesives ProPack' 30 & 100 dispensing equipment only. • 00:0.0 • .00000
7. ICP Adhesives Polyset' AH -160 shall not be exposed permanently to sunlight. 00 00 . 0 0 0 0 0 0 0: 0
! • • • • • . 0
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minus alfte; ICP Adhesives • • • • 0 •
Polyset' AH -160 has been dispensed. •
. . 000000000
0 00
9. ICP Adhesives Polyset' AH -160 placement and minimum patty weight shall be in accordance wi&44p , •
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
MteuMi•aaDe COUNTY NOA No.: 17-0322.03
0000 � Expiration Date: 05/14/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
41
17-23 sq. inches
45-65
Flat Profile
#2
I0-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
42
17-19 sq. inches
30
Flat, Low, High Profiles
43
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
6000
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinalG7
graitlSyeCbead
edge) 20-25 sq. inches each
':"
bead '
...
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
"'34 gram§ under pan!
6666..
LABELING: 6666:.
6666..
All approved products listed herein shall be labeled and shall bear the imprint or identifiable %jrkiog of tie • • • • + •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" %t4e6Miami-
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
CMIAMMADE COUNTY NOA No.: 17-0322.03
, .. I 1 Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # I
Nail throupliplaitkc•as•nt Paddy kNoo thTk)
{w0uw►Q9uitodl. r , I
tFtaF}i�rt4yiliNtit "�r ",."r ''-. 'i
liaxdriss optional J' �' -.. Vii- \, .-
Ea�+c•Courte� i '+• .' -''�'• r, r `'�'�
42 >'` Fasilx
Hail ihrough plasiit ctment
!when re"Ired)
Poddy40*01n!thTO*)
ttnd.tlaytn+mtl +�4 •'-+..
` .1Y- s •Y�
. .
.� 2ItLwlr
di:`�l_ .lam • f 'z' • ' �'.
Battests optlamal If!
lasufa
Lm Comm -~ ... y!� mss" "r — Faida
Ka, th.oa!)b pl�itlF orii++tilt -:..
�wnanrequlr•dl l� ••� � P�ddp(��ne+ithTllyl
'�•^�.: ];rte "` �� '1.
4 Z in. wide
110
flattans
aprtional
�fl >:*;.: .. :� j+f. `_ Jam!• .:-
��; � `tib_ '.! • �S'►,�,• rr"
i Ear•CaursePaid&
��=_ Waepfiok
141n,'wsin. $j.-.' '� Eatirdosurcbrip 0490
MIIAMGDADE COUNTY
• 413
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x l" (25.4 mm) foam
paddy onto the underlaylnent positioned as shown,
under the strengthening rib closest to the overlock
of the tile 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 B>z>a:1ile
•••• •••• • •
I . Starting at the eave coul;;e, Vply a mlaimem 2" • • • • •
(50.8 mm) x 10" (254 nM I 1'34'(25.1 ".foam • • • • •
paddy onto the underlayMeni• ositioried t9 shown' •
under the pan portion ot'{RRII; closest to the •.
. . . . ......
overlock of the file being set. • ; • • • • • •
2. Continue in same manner. Insure app% Lmltely 17
(109.7 cm2) — 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, 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 pan portion of the tile closest to the
overlock of the tile 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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
044MM1191%plaitictvmam I ddrlBMi..tfiTTl.l
Ofmn rrquliasl�� _
t►tidarixymont _ �y j • ",.� �: r
BaluftlOPHORatFascia `
NA
`A, 1►2 15
Nail through Drastico mem
dwhen sequinedl
,1
'`� _,Paddy jantak III*)
2in.
Battens atriianat .t_ � •`' •'
Flat/Low Profile 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 the
strengthening rib of the the closest to the Overlock of
the tile being set. Insure approximately 17 (109.7 cm'-)
— 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" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown undgrthe• •
strengthening rib closest tc the•d,4erlock of &e file • • • • ; •
being set.
99.99. •
3. Continue in same manner.14Sijrfr. approxVpi ely 10 • • • •
(64.5 cm2) - 12 (77.4 ern) 1gvg inch 2thj!§ive • • • • •
contact with the underside 4tka tile. .. . 9 9: 9 9 •
9
.. .. . .. 9999..
•
Medium Profile / Double PaifTile ' ; 9 9 9 ; 9 • • • • • •
• . • 900000
1. Starting at the eave course, apply a m;nwmum 2" (5018 •
99.9
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the file closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) 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 mi -n) 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.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Hall thfoughptaklkCe 0"t- Y P+d!hr yrs�IRcThTiir)
{whenraquiroJj f
git- An
r EaveCavrsrtee:
fJ' faxia
.� � � _ 1Yr•pho1.
10- ^• 2tn. favectumm
Dtiped e
MIAMI•DADE COUNTY
�In...l ,
High Profile / Single Pan Tile
Starting at the cave 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 cm2) —
23 (148.4 cm2) 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 ac shown undeiitho.pan ......
portion of the tile closest tome overlock-ap the file •
being set. 994.00 •• 9.99••
3. Continue in same manner.ZnWo-approlKimafaly 17" •
.... .. .
....
(109.7 cm2) - 19 (122.6 cnl2)MS�r#re inch ac%esive • •
contact with the underside,etbeltile. •
. . . . ......
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
mail through
Paddy(betweentlles)
!when requlredl
Battensoptional °
Paddy lbetween tiles)
°
Pad (under tile!
p
onn9
o�ftt
4x4in.
siaagglepadi,r
til
under211
Single paddy ,�`
z41n.
on undedayrnent `F 2 x 4In.
— Q
°
�
21m.
r
101n
Eaw Closure
21n.
Fascia
/
Faveelowe
Flat/i_ow Profile Tile
Nall through plasticcement
Single paddy under We
(when required)
Paddy lbetween tiles)
Battens
Paddy (under tile)
optional
sjhlg epaddy
on top a(to
4 X411.
]a paddy on
z41n.
u diyment
101n.
21m.
r
Eaw Closure
Eave Course
Easda
Medium ProilleTile
HAMI•DADE COUNTY
... r
1. On the cave course only, 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 for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlook of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the cave
edge free of foam to prevent the expanded,adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
• •
2. Apply a 4" (101.6 mm) Sc,t{"(11.6 �••J•x• j" (25 •.4••-0:- -0 •
••
mm) foam paddy onto tha Awderlaymentl4t below..:.
the second course line positioned foam paddy •
under the strengthening xib fvr�flat tilp, tr Vder the •
pan portion of the tile, c](Metf to the udddilock for •; • •
the second course tile to ba irislalled.: tnsure ""•
approximately 8-9 in'- (510 6-0 f 8.1 cmj of adhesive •
contact with the underside of the tile, •
(Instructions continued on next page) • • • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Han through piasdc oe Single paddy under file
[when required)
Paddy lbetween files)
Battens
mzdenat c" PaddylundertHel
44in.
sx4ir
Eave Course — `R �i ' Fasd
Weephole
loin. 2 in. Eave dosure
OdP edge
H1911Aro81e Ttie
3. Also apply a 2" (50.8 nun) x 4" (101.6 mm) x 3/"
(19 mm) paddy on top of the eave course tile
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 tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) - If (71 cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• • •••• ••••••
•••••• •• ••••••
•
.... .... . .
.... .... .....
...•.. .. . .....
.. .. . .. ......
. . . . ......
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
1) Place enough adhesive to achieve 6S to 70
in contact with the pan tile.
2) Turn covers upside down. Place adhesive In
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
t)nderisyment
Eave closure
(motor shown)
Fascia
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch applications
(when required)
Remove top portion of the save course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at save One.
Two Piece Barrel -High Profile Tile
MIAMI -DADS CaUN�
...e t i
Two Piece Barrel (Cap and Pan) Tile
I . Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x I" (25.4 nim) 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 cm2)—74Hlf.b cm2)0 •.
square inch adhesive eQr,�tact with J: *underside •
of the pan tile.•
00000• .. ......
0000•• • • •
3. Turn covers upside dowit-aaposingih&vnderside"
of the tile. Apply a mirritr2trm 1" (25-4 ririm) x 102 • • •
(254 mm) bead of adlfMde 6irecdJ'%n eke inner • 9 • •'
edge of each side of tAe cEter fle.'Lea& sees:*
approximately 3/4" (lA'msnJto 1" (25'4 mm) '.
from the outside edge0of the tile, iaxJ.-free oV
foam to allow for expluzibn, 0 •0 ; • • • •
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover file to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
MIAMFDADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
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.miamidaae.2ov/economv
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
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
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 CountyVroduct Control Section
..... ..
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve trh� Vii: g)it to have tthis ......
product or material tested for quality assurance purposes. If this product or material fails to pgjfq-m in the.;j�epted ; • • • •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately r0oke, riiodWV,' or ... ,.
suspend the use of such product or material within their jurisdiction. RER reserves the right toTe oke this acc ptanoe4:..'
if it is determined by Miami -Dade County Product Control Section that this product or mateAai'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 Buildin4.c►c>�
including the High Velocity Hurricane Zone of the Florida Building Code. • • • •..
DESCRIPTION: BORAL TileSeal
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 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 new NOA consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 1 of 4
ROOFING COMPONENT APPROVAL
CateEory: Roofing
Sub-Cate2ory: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
Product Dimensions
BORAL TileSeal 36" x 36' rolls
36" x 72' rolls
Boral Citadel Plus 36" x 72' rolls
MANUFACTURIGN LOCATION:
1. Brentwood, NH.
2. Houston, TX.
EVIDENCE SUBMITTED:
Test Agency
PRI Construction Materials
Technologies, LLC.
Trinity ERD
Test
Specification
TAS 103
ASTM D1970
ASTM D1970
Test Identifier
OCF-356-02-04
OCF-356-02-02
OCF-356-02-01
OCF424-02-04
OCF-424-02-01
OCF-424-02-03
BRLRF-SC16810.11.17
Product
Description
SBS self -adhering asphalt sheet material with a
white glass re -enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
0000
SBS self -adhering asp:1alts�heet materia? with a '
poly film -facer; for us'P,O.S�j Enid -ply u>14arlaym.. . •
lent
in sloped roof assemblies:.. 0 •
.
.0000.
0000 0000 .
0000 0000 .0x00
0.009. 0. 0 0000.
00 00 0 00 0000..
.......
. . so
. 9 0000..
0.00.0
9 . . .0009.
00 0 . 90 0 .
Test Name/Report 0: mate
ASTM D1623 07/25/18
TAS 103 07/24/18
ASTM D1970 07/26/18
ASTM D1623 07/25/18
ASTM D1970 07/25/18
TAS 103 07/25/18
ASTM D 1876 11/28/17
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood, non -insulated
Deck Description: 15/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps
and two staggered rows 12" o.c. the field of the roll.
Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval.
(Optional):
Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head 1pp•and
minimum 6" end lap. Place the first course of membrane parallel t4the eave, rollhTj! the • • • • • •
membrane to obtain maximum contact. Remove the release membrane as the meNkane is
applied. Vertical strapping of the roof with BORAL TileSeal Und • • • • � ent is acce •table. AT + •
PP pP g �C�$� � .
end laps and laps without black selvage area shall be sealed under la,%using an S$,Wodifieo• • • •;
•
mastic. .... .... .....
Note: When used in Tile roof systems BORAL TileSeal UnderlaylMnf Shall beback nailed to • •; •
deck with approved annular ring shank nails and tin caps at a maxiiaiurn1l " o.c. at the side •.
. . . . ......
laps. No nails or tin caps shall be exposed. * • • • • •
Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH -160, Mechanically Fz:tcatd Roof
Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies.
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater "6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed appo)val el this pomthfu with* • • • • •
.. .
specific prepared roofing products. ••• • •
...... •• ......
8. Tiles shall be stored on battens on roof pitches greater than 6:12". • • •; • • •
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice oJoAem
.ptance ksimg: • • • •:
BORAL TileSeal underlayment as a component part of an assembly in the Notice of AcCgKAnce. If BORAL • • • • •
TileSeal underlayment is not listed, a request may be made to the Authority Having JuriMUn (A44o? the • • • • • •
.
Miami -Dade County Product Control Department for approval provided that appropriao.*.do.. eumentat.ion.is. .
....•.
provided to detail compatibility of the products, wind uplift resistance, and fire testing jesttit *see:*
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loajse decking panels *Sweep
the deck thoroughly to remove any dust and debris prior to application. • • • • •
11. 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. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment, and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
16. 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
END OF THIS ACCEPTANCE
NOA No.: 18-0502.03
Expiration Date: 08/02/23
Approval Date: 08/02/18
Page 4 of 4