RF-18-730yF[A
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
er it
Parcel Number
Issue Date: 411312018
Permit NO. RF-3-18-730
Permit Type: Roof
Worts Classification: Tile/Flat
Permit Status. APPROVED
Expiration: 10/10/2018
Applicant
42 NW 92 Street 1131010170200
Miami Shores, FL Block: Lot: TOUSHA COX
Owner Information Address Phone Cell
TOUSHA COX 42 NW 92 ST
MIAMI SHORES FL 33150-2227
Contractor(s) Phone Cell Phone
4 ROOFERS INC (305)636-2952
ype of Work: Re Roof
dditional Info: RE -ROOF TILE AND FLAT
lassification: Residential
canning: 4
Fees Due
Amount
Bond Type - Owners Bond
$500.00
CCF
$8.40
DBPR Fee
$4.13
DCA Fee
$2.75
Education Surcharge
$2.80
Notary Fee
$5.00
Permit Fee - New Roof
$275.00
Scanning Fee
$12.00
Technology Fee
$11.20
Total:
$821.28
Valuation: $ 13,400.00
Total Sq Feet: 1990
Pay Date
Pay Type
Amt Paid
Amt Due
Invoice #
RF-3-18-66866
03/21/2018
Credit Card
$ 50.00
$ 771.28
04/10/2018
Cash
$ 500.00
$ 271.28
04/13/2018
Credit Card
$ 271.28
$ 0.00
Bond #: 3711
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof in Proaress
Review Roof
Review Roof
Cap Sheet
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
constructipn and zgpjng_ Futhern}Qre, I authorize the above -named contractor to do the work stated.
April 13. 2018
Building Department Copy
April 13, 2018 1
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC
Miami Shores Village
Building Department AR21 018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 VC2
INSPECTION LINE PHONE NUMBER: (305) 762-4949
B0 `'_��
Master Permit No.�l
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami `i Shores c� County: Miami Dade Zip: 'Do o I ") U
Folio/Parcel#:—L L� I U 1 0 1 1 0,101 06 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction TypeFlood Zone: BFE: FFE:
OWNER: Name (Fee' Simple Titleholder):TL�1 0 coy Phone#:
Address: "7/9 d IA� c 5L
City: M� (ALk-we-5 9Yy)� State: PL Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address: I) I() ►VLAJ\\,5)
qq�&
City: (y)i am I State: rL Z,.i./p:�/� Ich"/_l�
Qualifier Name: iY1 rLY I c7 �T ��lvie-5 Phone#: ' / �&'q q`7
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Add
Certificate of Competency #:
State: Zip:
Value of Work for this Permit: $ 13, �-i QO () (; Square/Linear Footage of Work: (G�� .�-�•
Type of Work: ❑ �,A�dddiition ElAlteration❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: r ►t 1�60 � \ i Ie A V1 CIA
Specify color of color ^� t�,
$ ` Permit Fee $ —I CCF $ q • ` IO
$ 1 Radon Fee $ DBPR $ L4 • ! 6
Scanning Fee
Technology Fee $ ( k " zo Training/Education Fee $
Structural Reviews $ j
CO/CC $
Notary $ 5
Double Fee $ '
Bond $ E
TOTAL FEE NOW DUE $
(Revised02/24/2014) -DR l ` /7e
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 1 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.
Signatu e U ` Signature /UG2rG�
OWNER or AGENT
The foregoing instrument was acknowledged before me this
-1-! day of 1 n1 n- (ck 20 J by
(Z�L SV K.t cV� who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: r
Seal:
, OF P4,.•
APPROVED BY
(Revised02/24/2014)
as
CONTRACTOR
Theforegoinginstrument was acknowledged before me this
�-{ day of 20 by
W-4yL o is personally known to
me or who has produced DF—t VC—"' UCZNas�-
identification and who did take an oath.
NOTARY PUBLIC:
ruy KIWI YI E4 Sign: y�
Print: Uy�✓({� nj�
KATRINA BARNES r'rti
MY COMMISSION # GG 193453 SeasT: v Notary Public State of Florida
EXPIRES: MAard►18, 21122 } ;Q Sindia Alvarez
�� pUnderwriters cb.�a� My Commission FF 156750
} pfµd' Expires0910312018
###################
Plans Examiner Zoning
Structural Review Clerk
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. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF LIABILITY INSURANCE*
D. COPY 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: 41 'ii-Y)f e Y.S 111(',
BUSINESS ADDRESS: (� 1�1(.c) Uf" CITY 0 l alSTATE] ZIP 1 7g''
BUSINESS PHONE: () `I 10 �g FAX NUMBER ( )
CELL PHONE ( ) o�g� �i`i'-ClU QUALIFIER'S NAME: m o-' o f-n n
QUALIFIER'S LIC NUMBER: (2'CC ��)d'g10 o�
STATE OF FLORI[ 1* )
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
Awn` 2601 BLAIR STONE ROAD
TALLAHASSEE FL 32399-0783
BARNES, MARIO ANTWAN
4 ROOFERS INC
1841 SW 102 WAY
MIRAMAR FL 33025
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.
Every day we work to improve the way we do business in order
to serve you better. For information about our services, please
log onto vwwv.myfloridalleense.com. There you can find more
Information about our divisions and the regulations that Impact
you, subscribe to department newsletters and learn more about
the Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate
Fairy. 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 ficensel
STATE OF FLORIDA
T
DEPARTME OF BUSINESS AND
" PROFESSK N�L',.AEGULATION
CCC1327664.r�:ISSlltED`:�08/10/2016
-CERTIFIED RO' NCz.G 1 f gCTOR
BAKNES; MAR t3 ' AW
4'ROOFEkS 1�V � '�=w', `
Al
18 G RTIFIED�undarthaprovisionf0_Ch_480.FS:-
��eoe�u000�aes -
DETACH HERE-. _._...
RICK SCOTT, GOVERNOR _ KEN LAWSOMBECiRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUBTRY.OdtNSING,BOARD
1 CCC1.32?864,—*- d, - '.'.. _ ... v a y . i ♦ ,1
1
The ROOFING CONTRACTOR'' r` -
Named.beiow.IS'CERTIFIED__ - �.
Under -the provisions of.Chapter 489 FS: —:.
- E*fai tion date: AUG:31, 2018
try '" r _
.BARNES-MARIOANTWAN s -"` ,�- �-■- y
•4'RQOFERS INC -
4641 SW 102 WA--,-- •• ���-�.� ,--...;�---.' -'+ r r�L.��
:MIRAMAR`F'33 .-. -• r. `.' "
.^l r .+' �` rr•" ...+�.."'.r►� �
.
❑
V.
ISsuED: OW)O2016 DISPLAY AS REQUIRED BY LAW SEQ# L1608100001384
!
Local Busi ness Tax Pecei pt
Miami -Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY LBT
5906962
BUSINESS NAM E/LOCATION RECEIPT NO. EXPIRES
4 ROOFERS INC RENEWAL SEPTEMBER 30, 2018
1710 NW 51 ST 6161665 Must be displayed at place of business
MIAMI, FL 33142 Pursuant to County Code
Chapter 8A - Art. 9 & 10
OWNER SEC. TYPE OF BUSINESS
PAYM ENT RECEIVED
4 ROOFERS INC
196 SPECIALTY BUILDING BY TAX COLLECTOR
CONTRACTOR 45.00 09/25/2017
Worker(s) 2 CCC1327664 0203-17-005315
This local Business Tax Fbceipt orgy con^rive peynwt of the local Business Tax. The Flacei pt is rat a I lcense,
permit, or a cart"cation of the holder's qual i •cations, to do busi ness Holder mat comply with any gmemrrental
or rangovernma tal regulatory laws and requ rerterrts which apply to the business.
The F8.9PT NO above must be displayed an all eorunmial vehicles - Miam -Cede Code Sec Ba-276.
MLAM®l Fbr mare information, Neit
a
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: 12/5/2016 EXPIRATION DATE: 12/5/2018
PERSON: BARNES MARIO A
FEIN: 201872947
BUSINESS NAME AND ADDRESS: -
4 ROOFERS INC
1841 SW 102 WAY
MIRAMAR FL 33025
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-OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609
4 ROOFERS INC
Date: A -1 ( 1 9
State of -FL GPJC>r'
County of �A 1>M.t
Q�S
Before me this day personally appeared ��j ��TC�1AN who, being duly sworn, deposes and
says:
That he or she will be the only person working on the project located at: y-2
Sworn to (or affirmed) and subscribed before me this 2-�_ day of M AV . 20 Q,, by
Personally know
OR Produced Identification
Type of Identification Produced -yL - Zl VAC
Print, Type or Stamp Name of Notary
Public State of Floridandia
Eop-W%-tary
Alvarez 4
Commission FF 156750pires
0910312018 b
r.�
Notice to Owner — Workers' Corn
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
nsation 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:
Ov(ner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this day of (c 20It.
,
By TULba C U)(V who is personally known to me or has produced
as identification.
Notary: L�%j1ld�
SEAL: KATRINASAMES
MY COMMISSION # GG 193453
rXplRim. uamh Ia. 2022
•f�
••���.or r,;°`�' Bonded Thru Notary Public UndenntEers
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.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: 1 i!�)y1 a CDk
Property Address: H 2 0 U3 92 S� .
Roofing Permit Number:
Dear Building Official:
611 —,X certify that I am not required to retrofit the roof to wall connections of my
building because:
vhe 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 Florida Building Code (1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this _ day of WotoG, °-61r
Notary Public, Sate of Florida at Large 'fit :ocoMMlssl°NrGG»aa3
••,OF F1.Q.••
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than 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
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 application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It.4..
recommended to refer to applicable building codes prior to installation to verify acceptablp. substrates.. • ......
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick mem...... .. .. ......
fflnes can be fuin�shed • •
upon request by our Technical Services Department by calling 1 (800) 894-4563. • • • : •
......
13. Questions in regards to the application of Polyglass products should be directed to our 4'eciqn ical 5.pryict� •
Department at 1 (800) 894-4563. 000060 • • • • • • • •
14. Polyglass recommends that applicators follow good roofing practices and applicable w •/�CpO,jres a�ddtli'hed b ......
the National Roofing Contractors Association (NRCA). g p pp 000000 . y ••
. . . •
......
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SP;WC•„APPLIC.QTJONS. ;••••;
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIO&&*.'
END OF THIS ACCEPTANCE
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
I
High -Velocity Hurricane Zone Uniform Permit Application Form.
A (General Information)
I
I
Master Permit r � Z�Section
No. Process No.
1
ZZ ��
Contractor's 7 9,0�5 kv)C,
1
Name
Job Address
.
1
ROOF CATEGORY
•
1
Low Slope ❑ Mechanically Fastened Tile 5Mor1&r4dhlssive Sdt'filgg
000000
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood $�ilYlgles/Shceso
1
• • • • 1
❑ Prescriptive BUR-RAS 150 000000 • •
..... 1
ROOF TYPE 00
••••' 1
.. .. .
❑ New roof ❑ Repair ❑ Maintenance Reroofing • • • ❑ Recovering
......
• 1
ROOF SYSTEM INFORMATION
• • • • • •
Low Slope Roof Area (SF) U Steep Sloped Roof AREA SSF
( )� Total (S�)�
• • • •
1
1
Section B Roof Plan
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly identify dimensions of elevated zones location
pressure and of parapets.
1
1
1
1
J
Ll
1
®u
p
g/
G
1xp
IV
I
i1
I
V
r
1
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Etiezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
1
1
Section C (Low Slope Application)
1 Fill in specific roof assembly components and identify
1 manufacturer
1 (If a component is not uso, identify as "NA")
1 System Manufacturer:
1 Product Approval No.: I d 2•Z , /�
1
1 Design Wind Pressures, From RAS 128 or Calculations:
1 � � � b
P1' P2: /—7 1 P3: / 0Q
1 Max. Design Pressure, from the specific product
approval system: _ SZ . _
Deck:
Type:_1I` V D 0
1 ,
I Gauge/Thickness: m i
1 Slope:
1
1 Anchor/Base Sheet & No. of Ply(s):
1
1 Inchor/Base Sheet Fastener/Bonding Material:
1 - Lod
1 insulation Base Layer:
1
1 Base Insulation Size and
1 Base Insulation Fastener
f
t
1 Top Insulation Layer: _
Material:
1 Top insulation Size and Thickness:
1
Top Insulation Fastener/Bonding Material:
1
1 Base Sheet(s) & No. of Ply(s):
1 Base Sheet Fastener/Bonding Material;
I
1
i Ply Sheet(s) & No. of Ply(s): I / b 1`
1
1 PI Sheet Fasten rBo ding, Material:
Top Ply:
i
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: lq_" o%c' @ Lap, # Rows 2_ @ I- oc
Perimeter: D " oc @ Lap, # Rowsii— @ —L^ oc
Corner: 6 -oc @ Lap, # Rows / @ oc
Number of Fasteners Per Insulation B rd:
Field Perimeter Corner
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination; Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, CounterFlashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
'3K3 ZLpO_ �ya.fv.
Y w, 41, S-F
O P i Li
t�i
G14.s�a-sa
)Tvoul -S-lq
.. .
Parapet
IL
Mean
Roof
Heigrj.
....
. .
....
. .
......
.
.. .
.
MIAM I•DADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER
BOARD AND CODE ADMINISTRATION DIVISION )
118M SW 26 Strcet, Room 208
Miami, Florida
NOTICE OF ACCEPTANCE NOA
T (7s6)3 ] 5-amid F ('786)
) 31525-99
GAF
x�K•x•.miamidade.gov/economy
econo y
1361 Alps Road
Wayne, NJ 07470
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 Jurisdidtion (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miarni 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: GAF Conventional Built -Up Roof Systems for Wood Decks.
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 perfomiance 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 NVA* number preceded by the words Miami -Dade County, Florida, and 18n; red
by the expiration date may be displayed in advertising literature. If any portion of the ?QA ¢ displayed, then •
it shall be done in its entirety. .
. ...... .. .. ......
NSPECTION: A copy of this entire NOA shall be provided to the user by the manuA:W6 ;r• or its distri4utors ; • • • •;
and shall be available for inspection at the job site at the request of the Building Offici'aL... ' .....
This NOA renews and revises ;1QA No. 13-0424.09 and consists of pages I through 16.':*000
The submitted documentation was reviewed by Jorge L. Acebo. • • • • 0000
MIAMI•DAD rY
NOA No.: IS-4di *I5
Expiration Date: 11104118
Approval Date: 11/06/14
Page 1 of 16
ROOFING SYSTEM .APPROVAL
Category:
- ' Roofing
Sub -Category•
BUR
Material:
Fiberglass
Deck Type:
Wood
Maximum Desi n Pressure: -75 psf.
TRADE NAMES.' OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Test Product
Dimensions Specification Description
GAFGLAS"'#75 Base 39.37".(l meter) ASTM D4601 Type II asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS' #80 Ultima'�
Base Sheet
GAFGLAS" FlexPly"' 6
GAFGLAS° Ply 4
GAFGLAS' Mineral
Surfaced Cap Sheet
GAFGLAS® EnergyCap'
BUR Mineral Surface
Cap Sheet
GAFGLAS'' Stratavent'
Eliminator"Perforated
Venting Base Sheet
GAFGLAS° Stratavento
Eliminator mNailable
Venting Base Sheet
Ruberoido SBS Heat -
Weld" Smooth
Ruberoido SBS Heat -
Weld'" 25
Ruberoid' 20
Ruberoido Mop Smooth
MIAMI-DAD�OOU iy
39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated, fiberglass
Wide base sheet.
39,37" (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt
Wide- coating.
39.37" (1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt
Wide coating.
39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
Wide with mineral granules.
39.37" (1 meter)
ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
wide
with mineral granules with factory applied
EnergyCote"
39.37" (1 meter)
ASTM D4897 Fiberglass base sheet coated on both sides with
Wide
asphalt. Surfaced on the bottom side with mineral
granules embedded -in asphaltic coating with factory
perforations.
39.37" (1 meter)
ASTM D4897 A nailable, fiberglass base sheet impregnated and
- Wide
coated on both sides with asphalt. Surfaced on the
bottom side with mineral granules embedded in
asphaltic coating.
39.37" (1 meter)
Wide
39.37" (',.meter)
Wide
3.9.37" 11 meter)
Wade
39.37" "1 -meter)
wife
ASTM D6164
Non -Woven Polyester mat coated wit?i'1?dlymer-
modified asphalt and smooth surfaced.• • •
"":'
ASTM D6164
Non -Woven Polyester mat• �Med witfl' Oflimer-'
• • •' •
modified asphalt and srflM"t urfaced.
;....;
ASTM D6163
SBS modified asphalt bae®skeet rein; rceeuith a:000e•
glass fiber mat. •••••• ••••
•0:00
ASTM D6164
.. .. •.••
Non -woven polyester matcoated with polymer-
......
. •
modified asphalt and smooth surfaced
• • • • •
NOA No.: I3 l.A22I5
Expiration Date: 11/04/18
Approval Date: 11106114
Page 2 of 16
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE
Test Product
_Spec
Product Dimensions ification Description
FireOutTM' Fire Barrier 5, 55 gallons Proprietary Low VOC, water based- fire barrier coating.
Coating
VersaShield®Fire 350 sq. ft. roll ASTM.D226 Non -Asphaltic Fiberglass -Based Underlayment,
Resistant Roof Deck
Protection
Topcoat® Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber
SB sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
Product Name
EnergyGuardT"` Polyiso Insulation
EnergyGuard' RA Polyiso Insulation
EnergyGuardT" RN Polyiso Insulation
EnergyGuardT Perlite Roof Insulation
EneruGuardr" Perlite Recover Board
EnergyGifardTM RA Composite Polyis•)
Insulation
Securocke Gypsum -Fiber Roof Board
Structodeko High Density Fiber Board
DensDeck® Roof Board
a
ECOUNTY10.
COUNTY
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
Polyisocyanurate foam insulation with high
density fiberboard or Permalite perlite
insulation
Gypsum roof board
High density fiber board
Gypsum board
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
United States Gypsum Corp,
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
...... .. ..
...... ....
...... •
•• • •• •
NOA No.: I3'�U22.15
Expiration Date: 1.1/04/18
Approval Date: 11/06/14
Page 3 of 16
.PPROVED FASTENERS:
TABLE 3
Faste, ner Product
uber
NmName
Product
Descrznt#on
Manufacturer
1 • Drill-Tecr" #12 Fastener
Dimensions
(With CurrentNOAI
Insulation fastener for steel,
wood & concrete decks.
various
GAF
2, Drill-Tec' # 14 Fastener
Insulation fastener for steel,
3• Drill -Tee' XHD Fastener
wood & concrete decks.
various
GAF
Carbon steel extra heavy duty
Various
fastener used in steel decks.
GAF
4• Drill-Tecr" ASAP 3S
Drill-Tecr"' #12 Fastener with
Various
Drill-Tec"' 3" Standard Steel
GAF
5• Drill-TecT' 3" Steel Plate
Plate
Round galvalume stress
3"
plate
used with Drill-Tec'"
round
GAF
6. Drill-Tec"' 3" Standard Steel
fasteners.
Round galvalume plated
Plate
steel
stress plate with reinforced
3" round
GAF
ribs for use with Drill-TecT'
�'
7. Drill-Tecr" AccuTracFlat
fasteners.
AZ-SS aluminized steel
3"
Plate
plate
for use with Drill-Tecr"' #12
square
GAF
Fastener, Drill-Tec`'" #14
Fastener and Drill-TecT" #15
8. Drill-Tecr" AccuTrac3)
Fastener.
Galvalume Steel plate for
Recessed Plate
use
with Drill -Tee"" fasteners.
3" square
GAF
. .
.... ......
.. ..
.... ......
..., %
%
MIAMI•DADECOUNTY
NOA No.: 13-flJ22:15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 4 of 16
EVIDENCE SUBMITTED:
Test A enc
Factory Mutual Research Corp,
UL LLC
PR1 Construction Materials
Technologies, LLC
IRT of S. Fl.
Trinity I ERD
Test Identifier
J.T. 2B8A4.AM
J.I. 3B9Ql.AM
J.1. OD0A8.AM
J.I.ODI A8.AM
J..I. OY9Q5.AM
3029832
R1306
GAF-012-02-02
GAF-020-02-01
GAF-082-02-01
GAF-084-02-0 I
GAF-270-02-02
GAF-276-02-01 Rev
GAF-276-02-02
GAF-306-02-01
GAF-314-02-01
GAF-315-02-01
GAF-369-02-01
GAF-417-02-01
GAF-464-02-0 I
GAF-499 02-01
GAF-500-02-01
02-005
02-014
G30250.02.10-3-R I
G31360.03.10
G33470.0I.11
G34140.04.11-2
G34140.04,11-4
G34140,04,1 1-5
G34140.04.1 1-5-R I
G40630.01.14-2A-1
G43610.01.14
G6850,08.07-1
G3 0250.02.10-3-R I
Description
4470
4470
447.0
4470
4470
4470,
UL 790
ASTM D4977
ASTM D4977
ASTM D6083
ASTM D6083
ASTM D226
ASTM D6083
ASTM D226
ASTM E96
ASTM D2178
ASTM D2178
ASTM C 1289
ASTM C1289
ASTM C1289
ASTM D6083
ASTM D6083
TAS114_
TAS 114
ASTM D3909
ASTM D6164
ASTM D6164
ASTM D6163
ASTM D6401
ASTM D4897
ASTM D4897
ASTM D6164
ASTM D390.9 •
ASTM D39M..'
ASTM D3909•••••
......
Date
07/02/97
01 /08/98
07/09/99
07/29/94
04/01/98
05/11/07
07/22/13
11/06/01
02/01/02
05/07/06
05/09/06
111.15110
12/16/10
11115110
07/07/11
08/23/I 1
08/23/11
10/22/12
05/28/13
10/22/ 12
03/12/14
03/12/14
01 / 18/02
03/22/02
1 1/26/12
0313.1110
11/16/11
04/25/ 1 1
04/25/11
04/25/ 11
10/18/13
...a1/07/14
•�••0413/07 ••��•
11726/12
.... ......
tt1AMt•DApECOUN Y NOA No.: 13-1022.15
' Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 5 of 16
Membrane Type:
BUR
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks
System Type E:
Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(Optional)
fiireOutT" Fire BarrVier Coating
T" �� ersaShield°Fire Resistant Roof Deck Protection
Securock
Gypsum Fiber Roof Board. or
Base sheet:
GAFGLAS' #80 UltimaT' Base Sheet, Stratavent° Eliminatory" Nailable Venting se
Sheet, Ruberoido 20, Ruberoid'&� SBS
Heat -Weld"" Smooth or Ruberoide SBS HeattaWeldT"'
25 base sheet mechanically fastened to deck as described below;
Fastening Options:
GAFGLAS' Ply 4, GAFGLAS° FlexPlyT'" 6, GAFGLAS0" #75 Base Sheet or
base sheets attached to deck any of above
with approved annular ring `so caps at
fastener spacing of 9" o.c. at the lap staggered and in
two rows 12 c.dintthe field.a
(Maximum Design Pressure —45 ps}.' See General Limitation #7)
GAFGLAS'' Ply 4, GAFGLAS'° FlexPly"" 6, GAFGLAS` #75 Base Sheet or any of above
base sheets attached to deck with Drill-TecT"`
# 12 Fastener or Drill-TecT"' #14 and Drill-
Tec""` 3" Steel Plate, Drill-Tec '' AccuTrac° Flat Plate or Drill-TecT" AccuTrac"' Recessed
PIate 12" in
o.c. 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —4S psf. See General Limitation #7)
GAFGLAS' Flex PlyT" 6, GAFGLAS° 475 Base Sheet or any of above base sheets attached
to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c.
at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52. S psf. See General Limitation #7)
GAFGLAS`" #80 Ultima"" Base Sheet, Ruberoid°20, Ruberoid°Mop Smooth, base sheet
attached to deck with approved 1 %" annular ring shank nails and inverted 3" steel plate at a
fastener spacing of 9" O.C. at the 4" lap and in two rows staggered with a fastener spacing of
9" O.C. in the center of the membrane.
(Maximum Design Pressure —60 psf. See General Limitation # • • • •
GAFGLAS #7S Base Sheet or any of above base sheets attached io deck with 0 o * 0 TecT' •
# I2 Fastener or Drill-TecT" # 14 Fastener and Drill-Tec00*0*9
"" 3''' Stee;?�;;'t* * ill-Tec; • :*0**:
AccuTrac° Flat Plate or Drill-Tec""` AccuTrac° Recessed Plate 12'; Q& in 4 rows. C)ne row •
is in the 2" side lap. The other rows are equally spaced approxim'axelyg" o.c. i� 41•ieieid of•; • • •
the sheet:
(Maxim.umDesia •••••• •••• •••••
Design Pressure —60 psf. See General Limitation'#7j • • • • • • • • • • • 000000
Any of above Base sheets attached to deck approved annular ring$haKicails and 314 •...: •
inverted- Drill-Tec" insulation plates at a fasteners acing of "
in two rows 9" in the field. spacing 9" o.e, at the 4 lap staggered :*so*:
.. . .
.. • •• • • •
(Maxim.am Design Pressure —60 psf. See General Limitation #7) •
MtahiI-DADE COUNTY NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 14 of 16
Fastening Options: GAFGLASI' #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"
(Continued) # 1.2 Faqeper or Drill-TecT"' # l4 Fastener and Drill-TecT" 3" Steel Plate, Drill -Tee"" AceuTrac`r' Flat Plate or Drill-TecT" AccuTraco Recessed Plate 8" o.c. in 4 rows. One row
is in the 2" side lap. The other rows are equally spaced approximately 9" O.C. in the field of
the sheet.
(Maximum Design Pressure —75 psf. See Ganeral Limitation #7)
Ply Sheet: One or more plies of GAFGLASO Ply 4 or GAFGLAS'' #80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
Cap Sheet: (Optional) One ply of GAFGLAS" Mineral Surfaced Cap Sheet or GAFGLAS�@
EneragYCpT"' a BUR Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate'of 20-40 lbs./sq.
Surfacing; Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions.
All coatings must be listed within a current NOA.
l . Gravel or slag applied at 400 lbs./sq, and 300. lbs./sq. respectively in a flood
coat of approved asphalt at 60 lbs./sq.
2. Topcoats' Surface Seal SB applied at ] to 1.5 gal./sq.
Maximum benign
Pressure; See Fastening Options
.. . ....
......
...... .. ..
....%
.... .. ..
.....
. ...... ....
.....
.
.. .. ....
......
.
. . . .
0 * 0 0 0
. •
•....•
• • • • • •
• •
. .
M1AM!•QAQE COUNTY
NO No.: 13-10Z2.15
�i "'+ ► ��
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 15 of 16
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS'& Flex Ply'" 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum''/<" DensDeck7 Roof Board or''/s" Type X gypsum board is acceptable' -to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
2.
7
a
N
Fire classification is not part of th is acceptance., refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq,, or mechanically attached using the fastening pattern of the top layer
All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of -45 psf.
Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (.F') value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 Jbf. insulation attachment shall not be acceptable.
Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Pi•ofessional'Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased forboth insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Fjigizeer,
Registered Architect, or Registered Roof Consultant (When this limitation is spef ifically refetyed withhr • • • •
this NOA, General Limitation #9 will not be applicable.) ••
All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminafi813.lVsigns sha,1l conforrr.. .lCto •
. . . .....
Roofing Application Standard RAS I I I and applicable wind load requirements.
The maximum designed pressure limitation listed shall be applicable to all roof press%*%* * *des (i.e..f4dw:
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permittedfQr enhanc"futeningto...
enhanced pressure zones (i.e, perimeters, extended corners and corners). (When this 4ki noitetion is 3,�hcally*•••:•
referred within this NOA, Ger<eral Limitation #7 will not be applicable.) ...... 0 .
All products listed herein shall have a quality assurance audit in accordance with the floridd Buildittg.Code ana 0 90:0 Rule 61 G20-3 of the Florida Administrative Code. so. 0.
END OF THIS ACCEPTANCE .. . . .
NOA No.: 13-1022.15
�mgyailllg
Expiration Date: 11/04/18
Approval Date: .11/06/14
Page 16 of 16
TGFU.R1306 - Roofing Systems
Page 1 of 1
4. Deck: C-15/32 Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet"
or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mechanically fastened.
Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTM
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
Coating (Optional): — "United Coatings- TOPCOAT@ EnergyCote'" Roof Coating" or'TOPCOAT@ MB Plus Coating" or "United
Coatings- Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2.
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 11 /22/2017
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D(Steep Slo ed Roof System)
Roof System Manufacturer:
�,
Notice of Acceptance Number: Z ;
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculaf[ sa:
P1:F P2:
P3: .'
Maximum Design Pressure • • • • • • •
From the NOA Specific S stem :
µ. • • • • • •
� • • • ' ' •
Method of tile attachment:
Steep Sloped Roof System Description
Deck Type:
Roof Slope:
\nsulatior
: 12
Fire
Ridge Ventilatiol?
Mean Roof Height: 09
ler:
stener Type k Spacing:
-4sN1 I
Cap Sheet:
Covering: L5'�O Y,
Type & Size Drip
Edge: [19�o
Florida Building Code Sth Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E,(Tile„ Calculations)
For Moment based the systems, choose either Method 1 or 2. Compared the values
for M,wkh the values from Mt. If the Mt values are greater than or equal to the Mr
values, for each area of the roof, then the the attachment method is acceptable.
Method I "Moment
S BasM."'Ki
Calculations Per RAS 127"
(Pt_Mg: NOAn� /,
T2:g
� .... •'G NOA1 /,A
(p"a'm 9 NOA
Method 2 "Simplified Tile Calculation Per Table Below"' • • • • • • •
Required Moment of Resistance (M,) From Table Below NOA Mi
Goes . ..
M, Required Moment Resistance* ... e G .
Mean Roof ight
Roes"
15'
20'
25'
00 00
0030,000
e
40'e
-2-4-3
36.5
SB.
• 9.7 •
• •
32.2
UA
36.0
• 37.4 e
• 9.
2
SOA
322
Us
W.1
. •
5:123A
30.1
V.6
32A
So-
6:12
26.4
LL�2 .0
29A
:12ZIA
25-9
27.1
282
.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3. Compared the values for F' with the
values for Fr If the F' values are greater than or equal to the F, values, for each
area of the roof, then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pi : x l: __ _ _ x w: = _, — W: _, x cos B: —,._ = F,t: NOA F'
(Ps:_xl:,_,a___,_x w:�_�—W: �xcos&.i= F,2:—, NOA F,
(P3: _xl:—=—z w:=_�—W:_zcos8:_ — Fr3:_,.. NOAF',
Where to Obtain Information
Description
Symbol
Where to find
Design Pressta e
P 1 or P2 or P3
RAS 127 Table 1 or by as togmming analysis p:tpamd by M based on ASCF
7
Mean Roof Height
H
Job Site
Roof Slope
g
Job Site
Aerodynamic Multiplier
x
NOA
Resto "2g Moment due to Gmvity
M.
NOA
Adwbment Resistance
Mr
NOA
Moment Resista=
K
Calculated
MinimumAttacbmetxFedsmnoe
F
NOA
Reguhred Uplift Resistance
F,
Calculated
Av a Tile W ' t
NOA
Tilt Dimensions I
i= kngtb
V.— widdt
NOA
All cakatWons must be submitted to the H11114ing Official at the time OfPermitapplication,
.sere*
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. +Ttieowner's
initial in the designated space indicates that the item has been explained. .. • • • • • • • •• •
•
.. . . . •
.. •
...... .. .. ......
2.
• •
r Renailing wood decks: When replacing roofing, the existing wood•roof derpkmay have tb 000
be renailed in accordance with the current provisions of Section R4403. (The -reef Jeck isysuefly •••..
concealed prior to removing the existing roof system). • • • • • • •
00000
.. .. . ......
. . ......
4. ` Exposed Ceiling: Exposed, open beam ceilings are where the.undelside ofiRC t0ef decking 0 •
Otan be viewed from below. The owner may wish to maintain the architectural wpearancei 44erefore, :' • • %
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
6• � Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
?('het overloaded from a buildup of water. Perimeter/edge 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.
U
xda ,� ateg $
Owner/Agent's Signature ContActor Signafure Date
�2 w qq- 6 -
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
MIAMI.
a . p MIAMI-DADE COUNTY
k 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.miamidade.zov/economy
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 coutrj4vQn ma?4LA4 "The 04e.:6
documentation submitted has been reviewed and accepted by Miami -Dade County RER - ProducZ�'ontrol Section to be,
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictia% (AHJ). ..
.... . .. .....
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ?rt:dtlq Contapl.5sction • •
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tht f ight to havt this
product or material tested for quality, assurance purposes. If this product or material fails to paAot9nHn the accepted •0
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mojlifyAbt ,•
suspend the use of such product or material within their jurisdiction. RER reserves the right tb rAote this v.Ceptance,:"'•:
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meeith'a'
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: Saxony 900 Concrete Roof 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 fled 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 renews NOA No.] 3-0723.05 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY NOA OA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page I of 8
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub-Cate2oa:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. F,prjpcations
where the pressure requirements, as determined by applicable Building Code, do not e�.ceed the de'si,-.p?essur0'.....
values obtained by calculations in compliance with RAS 127 using the values listed nt4ennstallation Section •'
herein. The attachment calculations shall be done as a moment based system. • • • • • • • • • • • • • • • •
2. PRODUCT DESCRIPTION
Manufactured b
Applicant Dimensions
Saxony 900-Slate
Saxony 900
Split Shake
Saxony 900-Shake
Trim Pieces
Length = 17"
Width = 13"
thickness = 1-5/32"
Length = 17"
Width = 13"
thickness = 1-9/32"
Length = 17"
Width = 13"
thickness= 1-9/32"
Length: varies
Width: varies
varying thickness
.... . .. .....
Test
Prodbld • • • • •
Specifications
Descrii{MUM
TAS 112
Flat profile, interlocking, high-pressure extruded ••�•
......
concrete roof tile with two n;il 4fts. FcR direct deck;•...;
batten, mortar set or adhesive%tt applicat 8}]s.'. '
TAS 112
•• •
Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
l . Complete tile brushed
2. Right half brushed (shown in drawing)
3. Left half brushed
4. No brush
TAS 112 Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications.
TAS-112 Accessory trim, boosted Barcelona, concrete roof
pieces for use at hips, ridges and rakes.
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 2 of 8
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
2.2 EVIDENCE SUBMITTED:
Test A2encv
Test Identifier
Test Natne/Report
Date
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
•
The Center for Applied
94-060A
Static Uplift Testing • �;
March, j 994
Engineering, Inc.
TAS 101 (Adhesive Set) ......
'..'.: ....:.
The Center for Applied
25-7183-6
Static Uplift Testing TAS 10&•:..
Feb: ]995 • •
Engineering, Inc.
(2 Quik-Drive Screws, Direct D;tkj • .
; • . • . •
The Center for Applied
25-7183-5
Static Uplift Testing TAS 102'
Feb' 1995
Engineering, Inc.
(2 Quik-Drive Screws, BattenK:0-:
The Center for Applied
25-7214-1
Static Uplift Testing TAS IOC **
Xrch, 1995 •
Engineering, Inc.
(1 Quik-Drive Screw, Direct D4ck)o
0 6690;9
The Center for Applied
25-7214-5
Static Uplift Testing TAS 102 .
Nl" I h' 1995 . .
Engineering, Inc.
(1 Quik-Drive Screw, Battens}
.. . :"":
The Center for Applied
Project No. 307025
Wind Driven Rain
u-t*494
Engineering, Inc.
Test #MDC-77
TAS 100
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II & III
TAS 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
Atlanta Testing &
R1.894/R2.894/R3.894
Physical Properties
Aug. 1994
Engineering, Inc.
TAS 112
Celotex Corporation
520109-1
Static Uplift Testing
Dec. 1998
Testing Service
5201 I 1-4
TAS 101
Celotex Corporation
520191-1
Static Uplift Testing.
March 1999
Testing Service
TAS 101
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584/25-7804b-8/25-7804-4 & 5
December 1996
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
09/01/16
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
April 1999
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moments Due to Gravity
09/01/16
American Test Lab of
RT0617.04-16
TAS 112
06/29/16
South Florida
MfAMIOADE COUNTY NOA No.: 16-0711.05
�Vjjalyljl Expiration Date: 04/26/22
Approval Date: 09/29/16
Page3 of 8
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 shall be performed in accordance with
TAS 106.
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 underlayments shall be in compliance with the applicable Roofing Applications Stan8ards listed
section 4.1 herein. 0 000
• .. • • 0 0 0 • •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to��;;QQf sloes;I"Leis stated .„.
otherwise by the underlayment material manufacturers published literature. 090:00
3.6 This acceptance is for wood deck applications. Minimum deck requirements s}ra0be in compliance with •
the applicable Building Code. 0•0• • •• 000009
...... . . .....
.. .. . 6099V
4. INSTALLATION 0
. . . . ......
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componenjs s41111 be installed in strltt...:
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12D'
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (Ibf)
Length -I (ft)
Width-w (ft)
Saxony 900
Slate, Shake & Split Shake
10.9
1.417
1.08
Table 2: Aerodynamic Multipliers - �, (ft3)
Tile
;� (ft3)
2, (ft3)
Profile
Batten Application
Direct Deck Application
Saxony 900
0.291
0.315
Slate, Shake & Split Shake
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6"•12"
7:12" or
greater
Saxony 900
Slate, Shake &
Direct Deck
ec Deck
ttens
Direct
Deck
1
Battens
Direct
Deck
Batten$
Direct
Deck
Battens
Direct
Deck
Split Shake
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
NOA No.: 16-0711.05
MIAMI•DAD£ COUNTY
• � , Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Mechanically Fastened Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 16/32"
(min. 19132"
plywood)
plywood)
Saxony 900
2-10d Ring Shank Nails
30.9
38.1
17.2
Slate, Shake & Split
1-14d Smooth or Screw Shank Nail
7.3
9.8
... 4.9
2-10d Smooth or Screw Shank Nails
14.0
. 18.8 '
...07.4 ..
Shake
1 .#8 Screw
30.8
' 3tl'8 :
48.2
2 _#8 Screws
51.7
*&•-A.
4.4 ..
1-10d Smooth or Screw Shank Nail (Field
24.3
.244
24.2 •
Clip)
.... .
. .'
1-10d Smooth or Screw Shank Nail (Eave
19.0
48•(i
•• 2.1 ••
Clip)
.....• •
• •.
2-10d Smooth or Screw Shank Nails (Field
35.5
•8 .&
34.8 • •
2-10d Smooth or Screw Shank Nails (Eave
31.9
•31.9 •
�;,�2.2 • •
Cli
•
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) •• •
for Two Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
Adhesive'
31.32 & 3
1 See foam adhesive manufacturer's com onent approval for installation requirements.
2 The Dow Chemical Company TileBondT' one -component foam minimum weight per paddy 13.9 grams.
3. ICP Adhesives PolysetO AH-160 two -component foam, minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
ICP Adhesives Polyset® AH-160
Two -component foam
118.94
40.41
3 Large paddy placement of 45 grams of PolysetO AH-160.
4 Medium paddy placement of 24 grams of PolysetO AH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Minimum Attachment
-Resistance
Saxony 900 Slate, Shake & Split Shake
Mortar Set'
43.96
5 Tile-Tite Roof Tile Mortar
NOA No.: 16-0711.05
MIAMI•DADE COUNTY
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 5 of 8
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
. . ....
LM
......
..
.
.
...... .. ..
......
0 9 6 6 *LAN
LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES
�.
... . ..
LOCATED UNDERNEATH TILE •40••:•
.....
.•;•••
......
.. .. .
......
6. BUILDING PERMIT REQUIREMENTS •' ... •
'
. . . .
•....•
000000
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 the Building Official or applicable building code in bMer to
properly evaluate the installation of this system.
NAIL HOLES
PROFILE DRAWINGS
UNDERLOCK
I
SAXONY 900 - SLATE
5/32" (Slate)
COVERLOCK
MiAMI•DADECO�TVTY NOA No.: 16-0711.05
® • . Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 6 of 8
NAIL HOLES
PROFILE DRAWINGS
r
Note: Available Top Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
B. No brush
SAXONY 900 - SPLIT SHAKE
ij1,J a.R�ir •
• •
.. . .
......
13 " •• •
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 7 of 8
NAIL HOLES
u
PROFILE DRAWINGS
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
111132" (Shake;
MIAM4DADNOA No.: 16-0711.05
E COUNTY
�F,,wm4,yP,Blow Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 8 of 8
MIAMI-DADE COUNTY
l IAM PRODUCT CONTROL SECTION
1 1805 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.Qov/eeonomy
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 Control6eahon todot-• •
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (f1HJ). • • • •
....... .. ......
This NOA shall not be valid after the expiration date stated below. The Miami -Dade CouM. h'. duct 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%% tke accepbec wm7mer, the: • • •
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,•modily, or s,tspjad the tis2•..
of such product or material within their jurisdiction. RER reserves the right to revoke tMs acceptance, if it'i1'•:•
determined by Miami -Dade County Product Control Section that this product or material fa:l%nneet the requirements • •
of the applicable building code. 0 0: • • • 0 • • • • • • •
This product is approved as described herein, and has been designed to comply with iha Ilrida Build+ng Co •
including the High Velocity Hurricane Zone of the Florida Building Code. • • •
DESCRIPTION: ICP Adhesives Polyset® 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 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 renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of I
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 describe(
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 ICP
Adhesives Polyset® AH-160. ."es
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions Test
Specifications
ICP Adhesives
N/A TAS 101
Polyset®AH-160
ICP Adhesives Foam
N/A
Dispenser RTF1000
ICP Adhesives ProPack®
N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
...... .. .. ......
ProduehDeSeription :....:
•..• ..
. .
so
so 0
Two component polyurethane foam adhesive • • •
00
Dispensing EquipmedP':': •
. . . . ......
Dispensing Equipment.. o • • a 0 0 •
•• •
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 tile 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
1.6 lbs./ft.3
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 @] 580F., 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 Azeney
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[l]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD l 1-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
. .
ASTM E 108
......
..... .
ASTM E 108
ASTM E 84
......
• • • •
TAS 114
" 00
ASTM D 1623
•
TAS 101
�•
TAS 123
• 00 ;
TAS 101
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11 /02/95
12/12/95
0;/Q j (94
.
0000
J4 i b 3
tl1 16N9.4
T /1 dlg5
......
O'3/14/96
04/ 18/j 2
0:1zr/12
10/23/98
12/28/98
03/02/99
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 tile 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 61 G20-3 of the Florida Administrative Code.
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 may be 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 tile 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•B681Upt.
. . .... ......
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensechl�x4Cr Adhegivesand
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicaWp 4 Jq the and "ftyhaving...:.
jurisdiction. •
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is rrtlGTred before a �Ncation • •
of any adhesive. The mix ratio between the "A" component and the "B" component shaiile maintame petweeq . •
1.0-1.15 (A): 1.0 (B).
. . ...... ......
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispense-lki[ 1V00 or IC? '.
Adhesives ProPack® 30 & 100 dispensing equipment only. •
7. ICP Adhesives Polyset® AH-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 ICP Adhesives
Polyset® AH-160 has been dispensed.
9. ICP Adhesives Polyset® 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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
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
#1
17-23 sq. inches
45-65
Flat Profile
42
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
•••
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
,• C2 grams per paddy
head of tile 9-11 sq. inches at,
'
.... .. .. ...
overlap
•
.... •
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal•
17 graMs'jjVbead ...
edge) 20-25 sq. inches each •
0 "
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
' V 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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Hag t1hrough plastic ca kumt Psdkl ldiwiaidh:7��
4Wb W r•quir•dp� r Y
►; _, t , �„
is lr� �.,, r ,��'�-, ,�„ -~,,• "``''�,� ""�,.,.
�. Fb>.
Err• Closure._-
Nall throwghpUstic cement
'{when rewireW
r&enj
21mwlds
op flanal
Roddy 411*"O ith Tull
Fa
tsar• Closure
twn•nrmquua+ril ,. _-, �i[a+r�rth�3lwP
l�+e�rrhXn�t u'•�'-.� � f
21n.w3d• e `wry
Bantni
6r+ne Course x
"` ..��, �-' i:::sue
y "'W"eephate
�Eanrrtlorurr
l0In j7: in Y�r Drip M*
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 tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cmz) — 23 (148.4 cmz) square inch adhesive
contact with the underside of the tile.."".
. •
...... .. .. ......
• • • • •
Medium Profile / Double PeasT.iie • • 0 • • •
• • •••••• ••••••
1. Starting at the eave court•,"y a minitttum 2"
(50.8 mm) x 10" (254 mfn) x 1 • (25.$l" j foam ' "• •
paddy onto the underlaytitent Positioned as shown • • • •
under the pan portion of the the closet* iott •
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cmz) — 23 (148.4 cmZ) 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 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.
2. Continue in same manner. Insure approximately 17
(109.7 cmz) — 23 (148.4 cmz) 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
Wil thrawgh plastic cement
inhere requiredl
__ _ Paddy 411+enrarh Tile)
U"40-laymuni
2I
B.ttans optionall `
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 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*Tl ,8mm)
x 7" (177.8 mm) x 1" (25.4"'fimm paddy onto the • *%�
underlayment positioned as shown unde»tlie• .....•
... .0
strengthening rib closest to the.Qv.
e�
.rlock of. t)3e .. the •
...
being set. r. ..
3. Continue in same manner. Iiasurewyproximateiy 10" • • • • •
(64.5 cm2) - 12 (77.4 cm') squap&inch ac�liesive • • • •; •
contact with the underside ofthtTle. • '.
•• •
Medium Profile / Double 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 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 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 12"
(77.4 cm2) - 14 (90.3 cm 2) 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)
k u Ovaugh ptntk cc
yes a�ciue.l
E.ve Coune 0566
doluTe
High Profile / 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 �14%7 cmZ) —
23 (148.4 cmZ) square inc): ad�esjve contact with tha • • • • •
underside of the tile. •
•
Oo
2. At the second course, apply a mimmum 2" T50.8m4....:
x 7" (177.8 mm) x 1" (25.4 rm)•foam Pad1j onto th • •
underlayment positioned v.4V.An under the.pan • • •
portion of the tile closest to0eokerlocrdI'tbt tile .... •
being set. ......
. . . . ......
3. Continue in same manner ;Inspter approximately 17'z •
......
(109.7 cmZ) - 19 (122.6 cm�'squ'are in0 t4hSsive •
contact with the underside of the tile. "
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
mall through plastic cement Paddy (between td K
twhen requinedl
Battens opdonail
° Paddy iunder dle)
Singpaddy
an stop tile
4x4n.
s
l le
,x► til
Singlepaddy4y N
on uurdedayrnestt 2 x 41n.
.ff
£44�
2 in.
Eave Closes
Flat/Low Profile Tile
Kali through plastic cement Ungle paddy under the
twhen retlulr* l
pa dc9rr lbetween tiles)
Battens
paddy (under tile)
optional
a
Shmpte paddy
ontopottille
�.
paddy an
uoda
rtde
Eaveaosure
Eave Course
Fascia
Medlurn ProflleTlle
MIAMI•DADE COUNTY
1. On the eave 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 overlock of the tile being set. Leave
approximately 4" (101.6 mm) up frorrl14eieave
edge free of foam to preaventthe expdpded Ttdhesiyr,.. • •
from blocking the weep kol'es: Insure:.
approximately 17-23 ini (iW-7-14814•oN}of . • • •: •
adhesive contact with the underside of the tile •
•••• • •• •••••
2. Apply a 4" (101.6 mm)•x �" •(i 01.6 lam 1.1 " (2504
mm) foam paddy onto tk%jggerlaymentjust below
the second course line Aositioped fogm paddy • • • •
under the strengthening rib for flat t:t'8f finder the
pan portion of the tile, c*"est to the w-idalock fct*
the second course tile to be installed e scre
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.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nall through plastic Single paddy under the
(whenrequired)
Paddyihetween tiie-A
Battens
optional Paddy tunder tilet
r s' dy
ortn&e+iae
4xain. N 4
she 2 x a in.
Paddy an
top of tie +�
Eare Course asoa
Weephole
in in. . 2 in. Eave closure
Drip edge
High ProflleTi%
MIAMI•DADE COUNTY
...6r
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
surface as shown, on top of the strengthening rib
for flat tile 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 cmZ) - 11 (71 c �) square incur �c wive • • • • • •
contact with the underske of �he the �t the.overlap • •
and 7 (45.2 cmZ) - 9 (5 �, 1 c"Zl squa?e. 0( j= • 0 • • ;
adhesive contact with thm ilzld•gi-side of the the at .
the head of the tile. Conttm"in same.manner.
• • • • •
•••••• • • •••••
• • •••.%
600**9
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
in contact with the pan tile. (when required)
21 Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tlie.
Then Install the tile. Ensure 20to
25 sq. In. contact arts. �: o
IUnderlayment
Eave closure
(motar shown)
Fascia
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure save end of pan and cover tiles are flush at save fine.
Two Piece Barrel - High Profile Tile
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.$vpport eave
tiles from rocking uni it adkesive hai ae ance to* e a a e
• .
cure. *..a
•
Continue in same maMt; bfinging twb pan
courses up toward the ri(f e• InsurV. %
approximately 65 1' V CR12) — 7Q (4� i.6 CM21 %".
...... • • .....
square inch adhesive cm1apt with41ke emderside � � � •
of the pan tile. •
. . . . ......
Turn covers upside down oxposinAMe Uderside
of the tile. Apply a mimlm-uin 1" ( 5A mm) x It'"
(254 mm) bead of adhesive directlyen4e 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.
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 tile 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
MIAMI•DiADE
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.miamidade.eov/economy
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
SCOPE: ..
.. ....•.
+
This NOA is being issued under the applicable rules and regulations governing the use of coastr>1:tion n1atrMs. The...:.
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pired;ot.Control Section to.be •
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdic tion AHJ):*, • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countrtrud act Cano1: Section •: • •
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t1Me t?ght to have this ' •' • • •
product or material tested for quality assurance purposes. If this product or material fails to:lie"rt84m in the accepted '•
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, r6dtt`yj or 0.0• '
suspend the use of such product or material within their jurisdiction. RER reserves the rigltt tp revoke tk ac,ceptanot+•••:
if it is determined by Miami -Dade County Product Control Section that this product or material fails to ft"? lte
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: Polyglass Polystick Underlayments
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 renews and revises NOA No.15-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino.,
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick IR-Xe
Manufacturing
Location #1 & #2
Polystick Dual Pro
Manufacturing
Location #2
Polystick Tile Pro
Manufacturing
Location #2
Polystick TU Max
Manufacturing
Location #1 & #2
Polystick TU P
Manufacturing
Location #2
Polystick TU Plus
(Surface Printing)
Manufacturing
Location #1 & #2
Polystick MTS
Manufacturing
Location #2
Polystick MTS Plus
Manufacturing
Location #2
Elastoflex S6 G
Manufacturing
Location #2
Test Product
Dimensions
Specification Description
65' x 3'3-3/8"
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Or 65' x 3'
polymer modified, fiberglass reinforced, bituminous
60 mils thick
sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice & rain shield.".
. . .... ..... .
6P x 3'3-3/8"
TAS 103 and A rubberized asphalt self-adl ori;g,klass-fiber/polyester %
60 mils thick
ASTM D 1970 reinforced waterproofing me"ne. Designed as a •4":
metal roofing and roof tile urMd IH ylnent. :....:
6F x T33/8"
TAS 103 and A rubberized asphalt self -adhering, glass-Aber/polyester•;••
60 mils thick
ASTM D 1970 reinforced waterproofing memb:lti%. Desigppd:6s a metal"'
roofing and roof tile underlayMerlir
65'8" x 3'3-3/8"
TAS 103 and A rubberized asphalt self -adhering, polyesjgrp4pforced•••••
60 mils thick
ASTM D 1970 waterproofing membrane. DCsigped as a 3 roof tile :....:
underlayment. .'�.'.
32'10" x 3'33/8"
TAS 103 and A rubberized asphalt waterproofing membrane, glass-
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with a granular surface
designed for use as a tile roof underlayment.
65' x 3'33/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
roofing and roof tile underlayment.
65'8" x 3'33/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
65'8" x 3'3-3/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
32'10" x 3'3-%"
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
ASTM D 6164 with a sanded back face and a granule top surface. For
use in roof tile underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Report
Date
Trinity ERD
P10870.09.08-R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
• • 1Qm 9/11 • •
P40390.08.12-2
ASTM D 162.3 • • •
08/D7/12 .'
P37590.07.13-1
ASTM D6164 •.....
'.Xlt2/13....:.
P45270.05.14
TAS 103, TAS 110 & ASTU44623
66/12/14 �
P46520.10.14
ASTM D1623
• � •„
;•010/Q3/14' '
P44360.10.14
••••••
TAS 103 & TAS 110 • •'
1"/07/14
P43290.10.14
ASTM D 1970 & TAS i:00:
:.-1447/14 •••••
PLYG-SC l 0130.06.16-3
TAS 103 & TAS 1 i6 • •
06/27/ 16 • • •'
PLYG-10130.06.16-1
ASTM D1970 & TAS;110
06�27/16 ....:.
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103 .'.
09/29/06 • • • •
PUSA-055-02-02
TAS 103 • •
•, ,jejt0/07 • •
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
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.
MIAMI•DADE C UNTY
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
NOA No.: 17-0614.22
MIAMI-DADE COUNTYM Expiration Date: 09/13/21
I�III' Approval Date: 07/06/17
Page 3 of 8
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 IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, 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 II or ASTM D 2626. • •.... •.:..'
Fastening:
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at t414um 4" head lap. (for
base sheet only)
. . . . ......
Membrane:
Elastoflex S6 G, hot asphalt applied • • •
Surfacing:
See General Limitations Below. • • • • '
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type I1 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)
Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane: Polystick TU Plus, self -adhered.
Surfacing: See General Limitations Below.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move 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" 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 spesia�' ltention... o f f
to lap areas. • • •
s• • • • •
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembl}ir*xsrent Predule,kontro?••'•
Notice of Acceptance. • • • • • • '
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The*fl *s%ng tale ishak be .....
pressed in place and formed around the protrusion to ensure a tight fit. A second layo' of�Polysti�k shall be ".:..'
applied over the underlayment. *goof • ; ""' • • . • • •
GENERAL LIMITATIONS: r :. •.:. • • •
1. Fire classification is not part of this acceptance. •.." .. •
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS )Plus 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 tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ex osure Limitations (Days)
MTS
IR-Xe
Elastoflex
S6 G
TU
Plus
TU P
He Pro
Dual Pro
TU Max
MTS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
• . • •
Rule 61G20-3 of the Florida Administrative Code. •,,,,•
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set foM irf the roOf We: •,
manufacturer's Notice of Acceptance. . 6 0 V O • • • • • .... •
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may es* d in both adhesive • • • •
set and mechanically fastened roof tile applications. •
.... . .. .....
Polystick Dual Pro is limited to mechanically fastened roof tile applications. 000000 0 0..:..'
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with tlla Timitation; Mliried in • • • • • •
Section 9. • • • • • • 0 •
Polystick TU P may be used in mechanically fastened roof tile applications with the Exception of2uWdr set tilt*
applications. : • 0 • 0 : • • • •.
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximurriproof slope
shall be as follows: (See Table Below)
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (E3)
Profile
MTS
S6 G
TU P, Tile Pro,
TU Max
MTS Plus
MTS Plus with
Dual Pro
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
6:12
without battens
Profiled
Prohibited
4:12
6:12
6:12
4:12
6:12
Tile
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall
be utilized during loading and installation of tiles.
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 — two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for
all underlayments except Polystick MTS which shall be loaded onto battens.
0
a
0
N
POL1r5n CK TU Plus
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
. . .... ......
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this �rodudt with....:.
specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick•'Fiie Pwo, Polystick TU •
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or VtfflA6Vex SQ C4 ntV be •
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Pol�Stick Ddal Mo,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, PolystieckS, Po;stic•MTS�
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptap�g: , •
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Po3ysticlC TU P., Polystick ....:.
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may b# made to tha •
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Seclen for apprgy a4.prpvide; •
that appropriate documentation is provided to detail compatibility of the products, wind uplift resist3►1c(?, and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
1. 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 V metal disk as
required in Miami -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 #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", 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.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
••••
• • •••• ••••••
10. All self -adhered membranes must be rolled to ensure full contact with approved subst;qtg�.. Polygl%, %juires j..„•
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rWL4j are acceptable for
rolling of patches or small areas of the roof. Brooming maybe used where slope prohibits rolling.•.
• •
11. All approved substrates should be dry, clean and properly prepared, before any applicaf on of Polyestic)•C � j •
membranes commences. An approved substrate technical bulletin can be furnished upon quest. Ii t� • • • *see:*
recommended to refer to applicable building codes prior to installation to verify accep�aW.sVbstrates..
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick mem;ranes'can b4 fijw:shed
upon request by our Technical Services Department by calling 1 (800) 894-4563. . •. • • • •
13. Questions in regards to the application of Polyglass products should be directed to our Technical Se#vic@s
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
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8