RF-19-151` RECEIVP,
J 22 2 2019
Miami Shores Village BY:
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
�
F7BC 20
BUILDING Master Permit No. K t-ig L �J
PERMIT APPLICATION Sub Permit No.
❑ BUILDING ❑ ELECTRIC Q ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: 39 NW 101 Street
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zia:
Folio/Parcel#:11-3101-018-0210 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Gertha Pierre Phone#:
Address:39 NW 101 Street
city: Miami shores State: FL Zip: 33150
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: NATECON Corp Phone#: 7863894968
Address: 435 NE 164 TER
City: Miami state: FL Zip: 33162
Qualifier Name: Wilbert Fader Phone#:
State Certification or Registration #: CCC 1329000 Certificate of Competency M
DESIGNER: Architect/Engineer:
Address: City: State: LLZip:
Value of Work for this Permit: $� O Square/Linear Foo ge of Work: 16(8 'T
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of work: Low Slope and Concrete Tile Re -roof
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Bond S. Cb
3( O
8(6- 36
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
0
"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 $1500, 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 charge
T Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of �./��ti , 20 / 9 , by
who is personally known to
me or who has produced as
Signature
CONTWOP/
The foregoing instrument was acknowledged before me this
Z,v day of �1'5P 20 �9 by
`)y �ho is personally known to
me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
as
Sign:Sign:��
Print: Print: dT "% Emmanuelle Pierre -Louis
;12
Seal: v�Pn�,€mmanuelle Pierre-Loulf,
s Seal: Commission # 641,
' # FF9641 �= Expires: February 24, 20 Commission
February 24, 2 Bonded thru Aaron Notuy
Expires: ''��,,,Q�" ,.....,.
Q:
.i:*::* �aT':.QDIdkW#M�kl�#�'*3�** ** *:* ���:::***::.**********:*r*:***ss:*rsss:�****s*:*■::*�********:***s*
�yr� i•
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
'4
Summary Report
Property Information
Folio:
11-3101-018-0210
Property Address:
39 NW 101 ST
Miami Shores, FL 33150-1266
Owner
GERTHA PIERRE &H BENISOI
Mailing Address
39 NW 101 ST
MIAMI SHORES, FL 33150-1266
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
4/2/0
Floors
1
Living Units
1
Actual Area
1,905 Sq.Ft
Living Area
1,905 Sq.Ft
Adjusted Area
1,622 Sq.Ft
Lot Size
8,100 Sq.Ft
Year Built
1944
Assessment Information
Year
2018
2017
2016
Land Value
$178,398
$178,398
$178,398
Building Value
$122,269
$113,606
$113,746
XF Value
$1,155
$1,155
$1,155
Market Value
$301,822
$293,159
$293,299
Assessed Value
$158,448
$154,527
$153,014
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Assessment
$143,374
$138,632
$140,285
Cap
Reduction
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Exemption
$25,000
$25,000
$25,000
Homestead
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
NAVARRO SUB PB 12-59
LOT 14 & W1/2 OF LOT 15
BLK 2
LOT SIZE 75.000 X 108
OR 14018-490 0289 4
Generated On : 1/22/2019
Taxable Value Information
2018
2017 2016
_- ......... ._.- --_...............
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$108,448
$104,527
$103,014
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$133,448
$129,527
$128,014
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$108,448
$104,5271
$103,014
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$108,448
$104,527
$103,014
Sales Information
Previous
OR Book -
Price
Qualification Description
Sale
Page
00000-
Sales which are disqualified as a result of
02/01/1989
$0
00000
examination of the deed
13438-
10/01/1987
$63,000
Sales which are qualified
3605
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Avww,miamidade.gov/info/disclaimer.asp
Version:
https://www.miamidade.gov/propertysearch/
1 /22/2019
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
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: G-(Zy a
Property Address_,, t
Roofing Permit Number:
Date:
�-
3�IS-0
De Building �ciaa l:
certify that I am not required to retrofit the roof to wall connections of my
build*n because:
he just valuation for the structure for purpose of ad valorem taxation is less than 300 000.00. Plea
se ase 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 1Nditio,.f tth Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Print Name
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 dav o
, v,Prs•,,, SINDIAALiV
;.: MY COMMISSION # GG 238273
Notary Public, Sate of Florida at Lame "; ;;' P;ar; EXPIRES: September 3, 2022
derwriters
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1294
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 512112009
21S NATECON
COOP
Date: January 22, 2019
State of: Florida
(�� ,�, tieansud•
0GC#�S�IG� - CCC13904Q
County o£ Miami Dade r,
Before me this day personally appeared- IIJLiC-� who being dully
sworn deposes and says:
That he will be the only person working on the project located at: 39 NW 101 Street, Miami Shores, FL
33150
Sw b b ore me this � --- day o�20-4—%
y�j�n rr\ 0�B�
P MR y,--
rr--
Norw�e. 7jp
i r�
W Comm. &OW
i
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
rwtice to VWner — WorKers" compensation insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:)ell-Z—i
Own r
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this 2 Z day of ��� e-`, , 20 ( '!
By Sv who is personally known to me or has produced
NSA as identification.
Notary:
SEAL: =
SINDIA ALVAREZ
MY COMMISSION 8 GG 235273
•:
;':•o -o:
EXPIRES: September 3, 2022
�h�'
Bonded Th, Notary Public Underwriters
1�
SHO1934
RES
logo .....�
cOR{pA
RE: Permit # %W "l— ? — I `-/
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: za 9
licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #: C S 2 ( Z
On or about c'� C�.� / , I did personally inspect the roof deck nailing
d9 Q � ate &time) � 1/� r,� '
work at 1r<i�) t �r I � `(J� 1�� �>3
(Complete Job Site
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
(BasedManual on I„
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this 30 day of
Notary Public, Sate of Florida at Large
ERICAC, HAYNE
MY COMMISSION # GG 106978
EXPIRES: July 27, 2021
B"W Thnr Notary Public Underwriters
'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
o i—i — f711nP)n4A1cn1/MMO
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
&a- in, in
Issue Date: 01/29/2019
Location Address Parcel Number
39 NW 101ST ST, Miami Shores, FL 33150 1131010180210
Contacts
Permit No.: RF-01-19-151
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: Approved
Expiration: 07/22/2019
BENISOI PIERRE Owner NATECON, CORP Contractor
39 NW 101 ST, MIAMI SHORES, FL 331501266 WILBERT EDWARD FADER
Other: 3057593803 435 NE 164 TER, North Miami Beach, FL 33162
Business: 7863894968 INFO@NATECONCORP.COM
Description: LOW SLOPE AND CONCRETE TILE RE -ROOF Valuation: $ 12,000.00 Inspection Requests:
05-ecti 4949
Total Sq Feet: 1,984.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$7.20
DBPR Fee
$4.13
DCA Fee
$2.75
Education Surcharge
$2.40
Roofing Fee
$225.00
Scanning Fee
$12.00
Technology Fee
$6.88
Tota I :
$310.36
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$310.36
Credit Card
01/23/2019 $310.36
Amount Due:
$0.00
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, MECHAN!�-,AL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing inf mation/iNa4rate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authoy thoabo e a d contractor to do the work stated.
Authorized Signature: Owner / ApplicarF
r / Agent
Date
January 23, 2019 Page 2 of 2
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
V �'D Florida Building Code 5th Edition (2014)
2019 High -Velocity Hurricane Zone Uniform Permit Application Form.
2 2
f
srN
1
Section A (General Information)
�tr
f
ermit No. Process No.
N Pr T E U)
Contractor's Name
1
rr��
Jab Address �� V 5 IGi s Q 3 3 6
1
1
ROOF CATEGORY
1
��
� Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles
f
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
f
•
❑ Prescriptive BUR-RAS 150 . . • • • • • •
ROOF TYPE • • • .
f • •
❑ New roof ❑ Repair ❑ Maintenance Reroofing • • • 1D • Recoverinq
"f" • •
ROOF SYSTEM INFORMATION L.
•
Low Slope Roof Area (SF)� g Steep Sloped Roof AREA (SSF)�Total •; �1 0 •
:.�...:
•
(SF)
• •
..� � �
Section B (Roof Plan) • • • • •.
1 •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and bvertim? drains, Lnduft dimen.. �.:.
lions of sections and levels, clearly identify dimensions of elevated pressure zones and location ofbparapets. .
• 1 •
.
1
1
f
1
1
_j
I
1
n
�
—00,1
r
I
f
_
1
r
1
C _
.d it,
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
f t 1 I f Copyrigbt to or licensed by, ICC (Al L R y o on Jun 8, 2015 10:32:12 AM pursuant to License
Agmnt m. No further reptodunions aui
Section C (Low Stoned Roof Svstem)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and identify Manufacturer Attachment
(If a component is not used, Identify as'NAI
System Ma
�i/-'. Field: ' oc @ Lap, # Rows @ oc
'v�' C..
I NOA No.:__ � �`07 ciPerimeter. ' oc @ Lap, # Rows # @ oc
1 //
Design Wind Pr ures, From A 128 or Calculations:Comer.' oc @Lap, #Rows 7 @ ' oc
ZJ* Or40 Number of Fasten rs Per Insulation
Pmax1: Pmax2 �� Pmax3: Board
Max Design Pressure, From the Specific NO
System: 42 Field Pei Comer
It
Deck: {, j Illustrate Components Noted and
L `- Details as Applicable:
Gaugs/Thi .B�/rs/ Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Oeat. •gant
n slope : ® • ®��•yf�► Strip, Base Flashing, Counter- •I'laslting,
Copin
nchodBase S 8 No. of Ply(s).`d Indicate e: Mean Roof Height, Parap*t;laight,
Height of Base Flashing, Componenj j4gterial,
Anchor#Wse Sheet FastenedBonding Ma riai: Material Thickness, Fastener Type• faj1sper
.SSpacng or Submit Manufacturers p�etalls •that
�y q Comply with RAS 111 and Chapter 16.: • •:
p -
Insulati n Base Layer. • • • •
Base Insulation Size and Thickness:_ y/A : • • • •'
Base Insulation FastenedBon'ding Material: �9� . •
Top Insulation Layer.
Top Insulation Size and Th[dcness:
Top Insulation Fastener/Bonding Material: 'l//r
o'LPc/F.S'vgve
Base Sheet(s) & No. of Ply(s): 73
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)A No. of Ply(s):* /
Ply Sheto' 'F nerT50di d477
al
To PI �+9� r� •MVGf ��11��']_B
P Y
Ir
Togl' a r1 B d' 1Aat rj
Surfacing: �'�
FT.
7 Y Helaht
FT. i off.
Mean
Roof
Height
•••r
•
1�
TGFU.R1306 - Roofing Systems
Page 1 of 4
TGFU.R1306
Roofing Systems
Page Bottom
Roofing Systems
See General Information for Roofino Systems
GAF
1 CAMPUS DR
PARSIPPANY, NJ 07054 USA
R1306
"RUBEROID@ 20 Smooth" or "RUSEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" may be utilized as an alternate to Type G2
"GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet" base sheets in any of the following
Classifications.
1/2-In. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC 'DensDeck@ Roofboard" or "DensDeck@ Prime
Roofboard" or "DensDeck@ DuraGuard" Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type
FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is
done, the resulting roofing system Is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints In the
gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'"
Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be pie•edobelow
the overlayment board. 1/4-in. thick (minimum) "SECUROCK@ Roof Board" (Type FRX-G) and "SECUROCK@ Glassrlat Roof Board" ?Tyge •
SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classifeid insyiatjpn except • •
polystyrene. • • • • •
Multiple plies of Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Plyg Ultra-FlexIAIPPy '* ihay be Ahered to
Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck® DuraGuardi%Pdoef wrd" in hot roofing
asphalt. **so
• • •
"GAFGLAS@ FlexPly— 6 5L" and "GAFGLAS@ FlexP1y- 6" may be used Interchangeably in any roof covering system 6swjbelow. ; • • • •
"EnergyGuard'" Ultra" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. • • • • • • :6. •
"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over • • •
noncombustible decks and as a recover over existing roof systems. so**** •
"EnergyGuard'" Perlite Insulation" may be utilized as a cover board over "EnergyGuard'"" In any of the following s�stems. • - • • • -o •
Unless otherwise Indicated, the roof Insulation is mechanically fastened, fully adhered with hot roofing asphalt or U! Claasiflillid urethane Insulation
adhesive. Polystyrene referenced In any of the following Classifcations Include Insulation. • • • • • •
*.:.so
Unless otherwise Indicated, all Insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
instructions (excluding "LRF Adhesive 0") in any applicable Non -Combustible Roof Deck Classifications.
"EnergyGuard'" Tapered" Is an acceptable alternate to "EnergyGuardT"" In any applicable Classification.
"EnergyGuardT" Ultra Tapered" Is an acceptable alternate to "EnergyGuardT" Ultra" in any applicable Classification
"EnergyGuard'" NH Tapered" Is an acceptable alternate to "EnergyGuard'" NH" in any applicable Classification.
"EnergyGuard'" NH Ultra Tapered" is an acceptable alternate to "EnergyGuard'" NH Ultra" in any applicable Classification
"EnergyGuardT" Barrier Tapered" is an acceptable alternate to "EnergyGuard'" Barrier".
"EnergyGuardT" NH Barrier Tapered" is an acceptable alternate to "EnergyGuard'" NH Barrier".
Minimum 1-in. thick "EnergyGuardT" Barrier" is an acceptable alternate to "EnergyGuard'" Ultra" in any applicable Classification.
Minimum 1-in. thick "EnergyGuardT" NH Barrier" is an acceptable alternate to "EnergyGuardT" NH Ultra" in any applicable Classification
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet") is
a suitable alternate for Type G3 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply(& Ultra.
Flexible Ply 6") in the Class A, B or C roof systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Stratavent® Nallable Venting Base
Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing
asphalt and nailable base sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply(!) #75 Base Sheet" or "GAFGLAS@ *80 Ultima'"
Base Sheet" or "GAFGLAS@ Stratavent(V Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@
Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6") as the nailed base ply In the following systems.
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened.
"GAFGLAS@ Flashing" or "RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below.
http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.html?name=TGFU.R1306&ccnshort... 5/ 1 /2018
TGFU.R1306 - Roofing Systems Page 2 of 4
When "perlite" is referenced, this Includes any UL Classified perlite Insulation.
Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck In the following Class A, B or C systems listed over C-15/32
or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum
thick gypsum board Is an acceptable alternate for minimum Insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum 3/4-in, thick perlite board and deck with rosin paper (perlite/rosin
paper/polystyrene/perlite) is a suitable alternate for polyisotyanurate board in the following Class A, B or C systems.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@ #80 Ultima'" Base Sheet" may be used in any of the following systems.
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation In any of the following NC Classifications.
Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatings'" FlreShield MB
Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2.
Class A, B and C
Hot roofing asphalt, for use with glass felts or modified bitumen membranes.
"RUBEROID@ Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID@ Mop" SBS roofing membranes in any applicable
Classification,
Class A
1. Deck: C-15/32 Incline: 3 I • •
Barrier Board (Optional): — One or more layers minimum 1/4.
"DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard— Roo
"SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -
Vapor Barrier (Optional): — One or more plies "GAF® SA Vapt
Insulation: — One or more layers perlite or wood fiber or glass I
composite or perlite/urethane composite or wood fiber/polylsocya
Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or
Ply 6", fully adhered with hoot roofing asphalt.
Surfacing: — Gravel.
2. Deck: C-15/32
Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4
"DensDeck@ Prime Roofboard" or "DensDeck® DuraGuard'" Roof
"SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-l'
Insulation: — One or more layers perlite or wood fiber or glass fi
composite or perlite/urethane composite or wood fiber/polyisocyai
Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or
Ply 6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphe
3. Deck: NC
Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4•
"DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard— Roo
"SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKp Glass -
Insulation (Optional): — One or more layers perlite or wood fil
perlite/polyisotyanurate composite or perlite/urethane composite
Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet'
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asph
4. Deck: C-15/32
Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Insulation (Optional): — Any thickness perlite or wood fiber c
OMG Inc. "OlyBond Fastening System" or any UL Classified insu
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet"
or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mecl
Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASp Mineral Surfaced Cap Shee
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asp
Coating (Optional): — "United Coatings'" TOPCOAT@ Energy(
Coatings- Roof Mate MB Plus Coating" applied at a rate of 2-ga
S. Deck: NC
Incline: 3
• • ••••
thick Georgia-Pacific Gypsum LLC "DensdLIck@ltoofboaci; or. •
:rd" or minimum 1/4-in. thick United SbaliesGy'sum Coo
Roof Board" (Type SGMRX). •
etarder" self -adhered • • • • • • •
or polyisotyanurate or urethane or perlky}dyisocyanurste •
ate composite or phenolic, any thicknet% • • • •
I -Ply® Ply 4" or "GAFGLASp Flex Ply 6" or'f'rrl-Ply® Ultra-Flexble
thick Georgia-Pacific Gypsum LLC "DensDeck Roofboalglrr ee • •
9rd" or minimum 1/4-in. thick United S:ates•gv@sum Co!
Roof Board" (Type SGMRX). • • • • • •
r or polyisotyanurate or urethane or perlite/polyisocyandratt •
ate composite or phenolic, any thickness. 0000
i-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible
"Tri-Ply(D BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap—
h. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or
3oard" or minimum 1/4-in, thick United States Gypsum Co.
lat Roof Board" (Type SGMRX).
!r or glass fiber or polyisotyanurate or urethane or
)r wood fiber/polyisotyanurate composite or phenolic, 2-in. maximum.
ri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply
or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'"
glass fiber or polyisotyanurate mechanically fastened or adhered with
ion adhesive.
"Tri-Ply@ #75 Base Sheet" or "GAFGLASp #80 Ultima'" Base Sheet"
iically fastened.
ri-Ply@ Ply 4" or GAFGLASS Flex Ply 6" or "Tri-Ply(!) Ultra -Flexible Ply
or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'"
It.
:e'" Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United
100-ft.Z.
Base sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" r "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Uitima- Base Sheet"
or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "G FGLASS Stratavent@ Perforated Venting Base Sheet" or "GAFGLAS@
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TGFU.R1306 - Roofing Systems
Page 3 of 4
Stratavent® Nailable Venting Base Sheet" or "GAFGLASO Stataven
adhered with hot roofing asphalt.
Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri.
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS6 Mineral Surfaced Cap Sheet" or
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
6. Deck. C-15/32
Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4-in.
"DensDeckO Prime Roofboard" or "DensDeck6 DuraGuard- Roofbo
"SECUROCK6 Roof Board" (Type FRX-G) or "SECUROCK® Glass -Ma
Insulation: — One or more layers perlite or glass fiber or polyisocy
perlite/urethane composite or phenolic, 1-in. minimum (offset a min
Base Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "T
Ply 6" or Type G2 "GAFGLAS6 #75 Base Sheet" or "Tri-PIy6 #75 Bi
"GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy6 BUR Granule
asphalt.
Membrane: — One or more plies "RUBEROID6 Torch Smooth" or "
"RUBEROID6 Torch 180" or "Tri-Ply@ APP Granule", torch applied o
"RUBEROID6 Mop Plus Smooth" or "RU5EROID6 Mop Granule" or
roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS6 Mineral Surfaced Cap Sheet" or
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
7. Deck: C-15/32
Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4-1n.
"DensDeck6 Prime Roofboard" or "DensDeck6 DuraGuard'" Roofboi
"SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat
Insulation (Optional): — One or more layers partite or wood fiber
perlite/polylsocyanu rate composite or perlite/urethane composite or
Base Sheet: — Two or more plies Type G2 "GAFGLAS6 #75 Base S
Base Sheet" or'GAFGLAS6 Stratavent6 Nailable Venting Base Shee
"GAFGLAS6 Stratavent6 Nailable Venting Base Sheet" or "GAFGLAS
"GAFGLASO Mineral Surfaced Cap Sheet" or "Trl-PlyO BUR Granule i
asphalt.
Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS6 PI
Flexible Ply 6", fully adhered with hot roofing asphalt.
Membrane: — One or more plies "RUBEROID6 Torch Smooth" or 'I
"RUBEROID6 Torch 180" or'Tri-Ply® APP Granule", torch applied or
"RUBEROID6 Mop Plus Smooth" or "RUBEROID6 Mop Granule" or "I
roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS6 Mineral Surfaced Cap Sheet" or
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
8. Deck: NC
Incline: 2
Barrier Board (Optional): — One or more layers minimum 1/4-in.
"DensDeck6 Prime Roofboard" or "DensDeck6 DuraGuard— Roofbo:
"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK6 Glass -Mat
Insulation (Optional): — Perlite or glass fiber or polyisocyanurate
Base Sheet: — One or more plies Type G2 "GAFGLAS6 #75 Base SI
Base Sheet" or "GAFGLASO Stratavent6 Nailable Venting Base Shea
"GAFGLASO Stratavent6 Nailable Venting Base Sheet" or "GAFGLAS
fastened or fully adhered with hot roofing asphalt,
Ply Sheet: — One or more plies Type G1 "GAFGLAS6 Ply 4" or "Tri-
6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS6 Mineral Surfaced Cap Sheet" or
asphalt.
Perforated Venting Base Sheet", mechanically fastened or fully
V Ply 4" or "GAFGLASQ9 Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply
BUR Granule Cap Sheet" or "GAFGLASO EnergyCap'"
ick Georgia-Pacific Gypsum LLC "DensDeck6 Roofboard" or
I" or minimum 1/4-in, thick United States Gypsum Co.
oaf Board" (Type SGMRX).
irate or urethane or perlite/polyisocyanurate composite or
um of 6-in. from plywood deck Joints).
NyO Ply 4" or "GAFGLAS6 Ply Flex 6" or "Tri-Ply® Ultra -Flexible
Sheet" or "GAFGLASO #80 Ultima'" Base Sheet" or Type G3
p Sheet", mechanically fastened or fully adhered with hot roofing
•PIy6 APP Smooth" or "RUBEROID6 Torch Granule" or
RUBEROID6 Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" or
ec Flex PRF" or "Tri-Ply® SBS Granule" fully adhered with hot
ri-PlyO BUR Granule Cap Sheet" or "GAFGLAS(D EnergyCep'"
ick Georgia-Pacific Gypsum LLC "DensDeck6 Roofboard; are
i" or minimum 1/4-in, thick United States Gypsum Cot •
oaf Board" (Type SGMRX). • 4. • • •
glass fiber or polyisocyanu rate or urethane oo • •
)ad fiber/polyisocyanurate composite or phenolic,, anytllfdk*MV.
et" or "Tri-Ply® #75 Base Sheet" or•'d1*eA6 #80titima'"
or "GAFGLAS6 Statavent® Perforaiedi/4"g Base Sheet'
Stratavent6 Perforated Venting Base Shggejj" or Type G3
p Sheet", mechanically fastened or fyly aaFTejed with 18t rodilpg
0649 • • •
4" or "Trl-PIy6 Ply 4" or "GAFGLASI% DIY el%%6" or "Tjl--P Iy%Ultra-
•PIy6 APP Smooth" or "RUBEROID6•fe cM Granule" or • • • •
RUBEROID6 Mop Smooth" or "RUBER 1� •Njo Smooth 1�" or
ec Flex PRF" or Tri-PIy6 SBS Granule f y adhered with hot
• • • •
'ri-PIy6 BUR Granule Cap Sheet" or;GAFGVS® EnerDyk%d'* •
ck Georgia-Pacific Gypsum LLC "DensDeck6 Roofboard" or
I" or minimum 1/4-in. thick United States Gypsum Co.
oof Board" (Type SGMRX).
wood fiber or mechanically fastened, any thickness.
et" or "Tri-PIy6 #75 Base Sheet" or "GAFGLAS6 #80 Ultima-
or "GAFGLAS6 Stratavent6 Perforated Venting Base Sheet" or
Stratavent6 Perforated Venting Base Sheet", mechanically
Ply 4" or "GAFGLAS6 Flex Ply 6" or "Tri-PIy6 Ultra -Flexible Ply
PIy6 BUR Granule Cap Sheet", fully adhered with hot roofing
Coating: — "United Coatings'" FlreShield MB Roof Coating" applied 4 a rate of 2-1/2 to 3-gal./100-ft.2,
9. Deck: C-15/32
Incline: 1
Barrier Board (Optional): — One or more layers minimum 1/4-in.
"DensDeck6 Prime Roofboard" or "DensDeck6 DuraGuard'" Roofboz
"SECUROCK6 Roof Board" (Type FRX-G) or "SECUROCK6 Glass -Mat
Insulation (Optional): — One or more layers perlite or wood fiber r
perlite/polyisocyanurate composite or perlite/urethane composite or 1
Ply Sheet: — Three or more plies Type G1 "GAFGLAS6 Ply 4" or "Tr
Ply 6", fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS(B) Mineral Surfaced Cap Sheet" or
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
10. Deck: NC
Incline. 1
Barrier Board (Optional): — One or more layers minimum 1/4-in.
"DensDeck6 Prime Roofboard" or "DensDeck6 DuraGuard- Roofboz
"SECUROCK6 Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat
Insulation (Optional): — One or more layers perlite or wood fiber,
perlite/polyisocyanurate composite or perlite/urethane composite or,
Ply Sheet: — Two or more plies Type GI "GAFGLASO Ply 4" or "Tri-I
6", fully adhered with hot roofing asphalt.
ick Georgia-Pacific Gypsum LLC "DensDeck6 Roofboard" or
I" or minimum 1/4-in, thick United States Gypsum Co.
oaf Board' (Type SGMRX).
glass fiber or polyisocyanu rate or urethane or
rod fiber/polyisocyanurate composite or phenolic, any thickness.
'ly® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible
BUR Granule Cap Sheet" or "GAFGLAS6 EnergyCap-
ck Georgia-Pacific Gypsum LLC "DensDeck6 Roofboard" or
" or minimum 1/4-in. thick United States Gypsum Co.
:,of Board" (Type SGMRX).
glass fiber or polyisocyanurate or urethane or
ad fiber/polylsocyanurate composite or phenolic, 2-in. maximum.
® Ply 4" or "GAFGLAS6 Flex Ply 6" or "Tri-PIy6 Ultra -Flexible Ply
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TGFU.R1306 - Roofing Systems
Page 4 of 4
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" o:
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
11. Deck: NC
Incline: 2
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or
or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAF1
fastened or fully adhered with hot roofing asphalt.
Ply Sheet: — One or more plies Type G1 "GAFGLASS Ply 4" or "Ti
6", fully adhered with hat roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphal
12. Deck: C-15/32
Incline: 1
Barrier Board (Optional): — One or more layers minimum 1/4-1
"DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Rooft
"SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK® Glass4
Insulation: — One or more layers perlite or glass fiber or polylsoc
perlite/urethane composite or phenolic, 1-in. minimum (Insulation
Base Sheet: — One or more plies Type Gl "GAFGLAS@ Ply 4" or'
Ply 6" or Type G2 "GAFGLASS #75 Base Sheet" or "Tri-Ply® #75
Stratavent® Nailable Venting Base Sheet" or "GAFGLASS Stratav(
Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mecha
Membrane: — One or more plies "RUBEROIDp Torch Smooth" or
Torch Granule" or "RUBEROID@ Torch 180", torch applied or "RUB
"RUBEROID@ Mop Plus Smooth" or "RUBEROIDS Mop Granule" or
roofing asphalt.
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphal
13. Deck: C-15/32
Incline: 1
Barrier Board (Optional): — One or more layers minimum 1/4-li
"DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTM Rooft
"SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKS Glass-N
Insulation (Optional). — One or more layers perlite or wood fib(
perlite/polyisocyanurate composite or perlite/urethane composite c
Base Sheet: — Two or more plies Type G2 "GAFGLASS #75 Base
Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sh
Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply® BU
roofing asphalt.
Ply Sheet (Optional): — One or more piles Type G1 "GAFGLAS@
Flexible Ply 6", fully adhered with hot roofing asphalt.
Membrane: — One or more piles "RUBEROIDS Torch Smooth" or
Torch Granule" or "RUBEROIDS Torch 180", torch applied or "RUB
"RUBEROIDS Mop Plus Smooth" or "RUBER0I03 Mop Granule" pc
roofing asphalt. `i
Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphal
14. Deckc C�15/32�
Incline: 2
BUR Granule Cap Sheet" or "GAFGLASS EnergyCap'"
,@ #75 Base Sheet" or "GAFGLASS #80 Ultima— Base Sheet"
Stratavent@ Perforated Venting Base Sheet", mechanically
Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply
BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'"
Ithick Georgia-Pacific Gypsum LLC "DensDeck(D Roofboard" or
3`rd" or minimum 1/4-In. thick United States Gypsum Co.
i Roof Board" (Type SGMRX).
inurate or urethane or perlite/polyisocyanurate composite or
jnts offset a minimum of 6-in. from plywood deck Joints).
I -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible
ise Sheet" or "GAFGLASS #80 Ultima" Base Sheet" or "GAFGLASS
t@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral
rally fastened or fully adhered with hot roofing asphalt.
'ri-Plyp APP Smooth" or "Tri-Ply@ APP Granule" or "RUBEROIDS
tOID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or
ntec Flex PRF" or "Tri-Ply® SBS Granule", fully adhered with hot
"Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS@ Enerilyoeaa'p •
thick Georgia-Pacific Gypsum LLC "Der4saQcle.Roofboard" or•
3rd" or minimum 1/4-in. thick United States Gypsum Co.
•
: Roof Board" (Type SGMRX). • • • • • • •
• •
or glass fiber or pol yisocyanu rate or urett:ageor • • • •
wood fiber/polyisocyanurate composite or henolic, any thickness.
heet" or "Tri-Ply® #75 Base Sheet" or '�0"s #8fRflt me"
�t" or "GAFGLAS@ Stratavent® Perforated Vesting Base%heel"•or
Granule Cap Sheet", mechanically fastgjeogorfully adhered with hot
ly 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Ply Fle:96" or "T•i-Ply@bUltra-
ri-Ply@ APP Smooth" or "Tri-Ply@ AP4Grarwfe; or "RU?EROID@
tOID@ Mop Smooth" or "RUBEROIDS M•p•Smdbth 1.5"sor • •
•I�ec Flex PRF" or "Tri-Ply@ SBS Granule", fully adheredjjje
"Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASS EnergyCap—
Barrier Board (Optional): — 00ne or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or
"DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co.
"SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate
composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt.
Base Sheet: — One ply "GAFGLASS Stratavent@ Perforated Venting Base Sheet" or Type G2 "GAFGLAS@ *75 Base She "or "Tri-Ply@
#75 Base Sheet" or "GAFGLASS #80 Ultima'" Base Sheet" or "GAFGLASS Stratavent@ Nailable Venting Base Sheet" or "GAFGLASS
Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt.
Ply Sheet, — Tw or more plies Type G1 "GAFGLASSPI 4" or "Tri-Ply3 Ply 4" or "GAFGLASS Ply Flex 6" or "Tri-Ply® Ultra -Flexible Ply
6" or "R20oo USER (O p Smoot " oradh"RUBERred hot roofing asphal ID1.5" or "RUBEROID@ Mop Plus Smooth", "Ruberold3 20 Plus Smooth" or
t.
Membrane: — Type G3 "Tri-Plye BUR Granule Cap Sheet" or "GAFGLAS@ Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap'"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. —
http://database.ul.comlcgi-binIXYV/templatelLISEXT/) FRAMElshowpage.html?name=TGFU. R 1306&censhort... 5/ 1 /2018
MIAMI•QADE`;�f
MIAMT-DADS COUNTY
ME
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA)
ivFi w.miamidadc.(Jovleconomv
GAF
1 Campus Drive
Parsippany, NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) �....
reserve the right to have this product or material tested for quality assurance purposes. Ifthi %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 mat2VVithin their
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MiaM tattle 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 theFloiMda BuilcHngQode
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 Ua'
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. 14-1030.0land consists of pages 1 through 27.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 1 of 27
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
BUR
Material:
Fiberglass
Deck Type:
Wood
Maximum Design Pressure:
-97.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
GAFGLAS® Ply 4
39.37" (1 meter)
ASTM D2178
Smooth surfaced asphaltic ply sheet reinforced
Wide
with fiberglass mat.
Tri-Ply® Ply 4
39.37" (1 meter)
ASTM D2178
Smooth surfaced asphaltic ply sheet reinforced
Wide
with fiberglass mat.
GAFGLAS®
39.37" (1 meter)
ASTM D2178
Smooth surfaced asphaltic ply sheet reinforced
FlexPly'. 6
Wide
with fiberglass mat.
GAFGLAS`e#75
39.37" (1 meter)
ASTM D4601
Smooth asphaltic base or bdse/pNsheet rdihTdreed
Base Sheet
Wide
with fiberglass mat. .. . . .......
...... .
.
......
Tri-Ply®#75 Base
39.37" (1 meter)
ASTM D4601
Smooth asphaltic base or bttte/plysheet reinforced
Sheet
Wide
with fiberglass mat. • • • • • •
....
•
GAFGLASO #80
39.37" (1 meter)
ASTM D4601
. ..
Smooth asphaltic base or besedsheetroinforced
.....
..:..'
Ultima" Base Sheet
Wide
with fiberglass mat. • • • • • •
• • • • • •
GAFGLAS°D
39.37" (1 meter)
ASTM D4897
Smooth surfaced asphalticperitr$ted ve4iting base
Stratavent°D
Wide
sheet reinforced with fiberglass gnat. ;.•.•.
,
Perforated Venting
• • • • • •
Base Sheet
'
GAFGLAS't
39.37" (1 meter)
ASTM D4897
Smooth surfaced asphaltic nailable venting base
Stratavent'Nailable
Wide
sheet reinforced with fiberglass mat. Bottom side
Venting Base Sheet
surfaced with granules.
Ruberoid" 20
39.37" (1 meter)
ASTM D6163
SBS polymer -modified asphalt base or
Smooth
Wide
anchor sheet reinforced with a fiberglass mat.
Ruberoid' Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or
Smooth
wide
anchor sheet reinforced with a polyester mat.
Ruberoid' Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or anchor
Smooth 1.5
wide
sheet reinforced with a polyester mat.
Ruberoid® Mop
39.37' (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or
Plus Smooth
wide
anchor sheet reinforced with a polyester mat.
Ruberoid® HW 25
39.37" (1 meter)
ASTM D6163
Smooth surfaced torch applied SBS base or anchor
Smooth
wide
sheet reinforced with a fiberglass mat.
MIAMI•DADE COUNTY NOA No.: 18-0919.07
• � •, , Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 2 of 27
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Ruberoid® HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor
Smooth wide sheet reinforced with a polyester mat.
GAFGLAS®
Mineral Surfaced
Cap Sheet
Tri-Ply® BUR
Granule Cap Sheet
GAFGLASe
EnergyCapT"
Mineral Surfaced
Cap Sheet
Topcoat" Surface
Seal SB
Topcoat'
Membrane
Topcoae MB Plus
Topcoat' FireOutT"
Fire Barrier Coating
VersaShield® Fire -
Resistant Roof
Deck Protection
39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced
Wide with fiberglass mat.
39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced
Wide with fiberglass mat.
39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced
Wide with fiberglass mat. Cap sheet is factory coated
with TOPCOAT' EnergyC6te" Elastomeric
Coating.
5 or 55 gallons ASTM D6083
1, 5 or 55 gallons ASTM D6083
5 or 55 gallons
5 or 55 gallons
12" x 100' rolls
VersaShieldO SoloT" 42" roll wide, 100
Fire -Resistant Slip ft.
Sheet
Proprietary
Proprietary
ASTM D226
ASTM D146,
D828, D4869,
D6757
Topcoat® 1, 5 gallons or TAS 139
F1exSeal" I qt. tube
MIAMI•DADE COUNTY
U-19j:14yj
Solvent -based thermoplastic rubber
sealant designed to protect and restore aged hoof
surfaces and to increase roof regectivitr. •
....
Water -based elastomeric c;Attng'
...... .
......
•
......
......
Water based, low VOC pripnerI ftignede o�blegk
•
asphalt bleed -through. 0000 • • •
• • • • •
...... .. .
.....
Low VOC, water based fire b�auie*r coatrong'..0
......
. . . .
Non -asphaltic, fiberglass r%inforced undrrlitymnt
..... .
and/or fire barrier 0 00
.
• •
• • • • • •
Non -asphaltic, fire resistant fiberglass
underlayment
Solvent -based elastomeric sealant.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 3 of 27
APPROVED INSULATIONS:
Product Name
EnergyGuardT" Polyiso
Insulation
EnergyGuardT" Tapered
Polyiso Insulation
EnergyGuardT" Ultra Polyiso
Insulation
EnergyGuardT" RA Polyiso
Insulation
EnergyGuardT" RA Composite
Polyiso Insulation
EnergyGuardT" RH Polyiso
Insulation
EnergyGuardT" RH Tapered
Polyiso Insulation
EnergyGuardT" RN Polyiso
Insulation
EnergyGuardT" Perlite Roof
Insulation
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Glass -faced polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with high
density fiberboard or permalite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board
EnergyGuardT" Perlite Recover Perlite recover board
Board
Securock' Gypsum -Fiber Roof Gypsum board
Board
Securock" Glass -Mat Roof Glass faced gypsum board
Board
Structodek® High Density Fiber High density fiberboard
Board Roof Insulation
DensDeck® Prime Roof Board Gypsum board
DensDeck' Roof Board Gypsum board
APPROVED
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
.....trAF ......
....GAF .. .....
...... .. . .....
.. .. . .. ......
CjAF
. . . . ......
......
Unite6titel GypsumCorp.
. . .
... .
United States Gypsum Corp.
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum LLC
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 4 of 27
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
l .
Drill-TecT" #12 Fastener
Phillips head, modified
#12 x 8" max.
GAF
buttress thread, pinch point,
length, #3
carbon steel fastener for use
Phillips head.
in steel or wood decks. With
CR-10 coating. Available
with a pinch point or drill
point.
2.
Drill-TecT" #14 Fastener
Truss head, self -drilling,
#14 x 16"
GAF
pinch point, high thread
max. length,
fastener for use in steel, wood
#3 Phillips
or concrete decks.
head.
3.
Drill-TecT" ASAP 3S
Drill-TecT" #12 Fastener with
See
GAF
Drill-TecT" 3" Standard Steel
components
Plate.
.. 0 0
4.
Drill-TecT" 3" Steel Plate
Round Galvalume® steel
3" Round
.'.
GAP"' •
stress plate with reinforcing
" '
... %
ribs and recessed for use with
"`:"
`
Drill-TecT" fasteners.
5.
Drill-TecT" 3" Standard Steel
Galvalume® coated steel
3" Round
`•... `
GAF`.. `
Plate
stress plate for use with
• • • • • •
• • •
approved Dri I l-TecT"
• • • •
• •
fasteners.
' • • •' •
•
6.
Drill-TecT" AccuTrac® Flat
A2-SS aluminized steel plate
3" square;
GAF • • •
Plate
for use with Drill-TecT"
.017" thick
•..' :
. ..
fasteners.
`.:.. •
7.
Drill-TecT" AccuTrac®
Galvalume® steel plate with
3" square;
GAF
Recessed Plate
recess for use with Drill-
.017" thick
Tee" fasteners.
8.
Drill-Tec 3 in. Ribbed
Round GalvalumO plated
3" Round
GAF
Galvalume Plate (Flat)
steel stress plate with
reinforcing ribs for use with
Drill-TecT" fasteners.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 5 of 27
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Description
Date
Factory Mutual Research Corp.
3014547
4470
05/22/03
3029832
4470
05/11/07
3033135
4470
11/24/08
3034312
4470
04/09/09
3036980
4470
08/14/09
3038278
4470
11/18/11
3040738
4470
11/16/10
3041769
4470
05/26/ 11
3042887
4470
1 1 / 14/ 11
3042905
4470
01/10/12
3046081
4470
02/13/13
3046388
4470
09/24/12
3047636
4470
08/08/13
ODOA8.AM
4470
07/09/99
OD 1 A&AM
4470
07/29/94
OY9Q5.AM
4470
04/01/98
1 B9A8.AM
4470
J=Q4/97
2B8A4.AM
4470 .
' Q741/97
3 B9Q 1.AM
4470 • • •
• 01 /08/98
3 D4Q2.AM
4470 • • • • •
• 011 a/97
797-03221-267
4470 ••••••
09y27/07
797-03825-267
4470 .'•".
;'Cy7/21/08
797-10228-267
4470 ""
' 01723/15
UL LLC
R1306
UL 790 ••••••
: d'&;1/18
PRI Construction Materials
GAF-122-02-01
TAS 139 ;••••;
05/Q7/06
Technologies, LLC
GAF-270-02-02
ASTM D226 .
•
;•1'1715/10
GAF-276-02-0 I Rev
ASTM D6083,.
. 12J16/10
GAF-276-02-02
ASTM D226
•4WO/10
GAF-306-02-01
ASTM E96
07/07/11
GAF 3) 14-02-01
ASTM D2178
08/23/11
GAF-315-02-01
ASTM D2178
08/23/11
GAF 369-02-01
ASTM C1289
10/22/12
GAF-417-02-01
ASTM C1289
05/28/13
GAF-464-02-01
ASTM C1289
10/22/12
GAF-464-02-01
ASTM C 1289
02/06/ 14
GAF-499-02-01
ASTM D6083
03/12/14
GAF-500-02-01
ASTM D6083
03/12/14
GAF-549-02-01
TAS 114
08/08/14
GAF-549-02-02
TAS 114
08/08/14
GAF-559-02-01
TAS 117(B)
09/30/14
GAF-559-02-04
ASTM D 1876
10/01/14
GAF-559-02-05
ASTM D 1876
10/15/14
GAF-559-02-06
TAS 114(H)
10/02/14
GAF-559-02-07
ASTM D 903
10/02/14
GAF-559-02-08
ASTM D 903
10/02/14
WMIAMI-DADE COUNTY
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 6 of 27
EVIDENCE SUBMITTED: (CONTINUED)
Test Agency
Test Identifier
Description
Date
PRI Construction Materials
GAF-559-02-09
ASTM D 903
10/02/14
Technologies, LLC
GAF-559-02-11
TAS 114
10/14/14
GAF-559-02-12
TAS 114
10/14/14
GAF-559-02-13
TAS 114
10/15/14
GAF-559-02-14
TAS 114
10/15/14
GAF-559-02-15
TAS 114
10/15/14
GAF-559-02-16
TAS 114
10/15/14
GAF-559-02-18
TAS 114
10/15/14
GAF-559-02-19
TAS 114
04/16/15
GAF-628-02-01
ASTM C1289
05/31/16
IRT of S. Fl.
02-005
TAS 114
01/18/02
02-014
TAS 114
03/22/02
Trinity I ERD
C8500SC.11.07
TAS 117
11/30/07
G30250.02.10-3-R2
ASTM D3909
06/03/15
G31360.03.10
ASTM D6164
Ull./10
G33470.01.11
ASTM D6164
'1duW I
G34140.04.11-2
ASTM D616.3—
04/25/11
G34140.04.11-4-R2
ASTM D64(M• •; • •
067144A 5
G34140.04.11-5-R3
ASTM D48970..0.
06/04/15
G36780.07.11-R1
4470-TAS I10••'.
:77J18/, I
G40630.01.14-1
ASTM D6163
b1/46/14
G40630.01.14-2A
ASTM D61 �4' ":
V110116i 4
G40630.01.14-2A-1-R1
ASTM D6164
•04/T6/14
G43610.01.14
ASTM D390,9
•01/2J/14
G6850.08.07-1
ASTM D390.9
;0'8 T/ W
SC6870.08.14-R1
ASTM D3901%.'
.09/94/14
SC9700.08.15-R1
ASTM D2178
M /2615
SC10680.05.16
ASTM D6163
5/10/2016
SC13105.03.17-R1
ASTM D6164
3/23/2017
Dynatech Engineering Corporation
#4482.02.95-1
TAS 114
09/01/95
Atlantic & Caribbean Roof
11-053
TAS 114
08/12/1 1
Consultants, LLC
MIAMI.OADE CO
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 7 of 27
Membrane Type:
BUR
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type E(1):
Anchor sheet mechanically attached to roof deck.
All General and System
Limitations shall apply.
Fire Barrier:
Topcoat' FireOut" Fire Barrier Coating, VersaShield' Fire Resistant Roof Deck
(optional)
Protection, VersaShield' Solo'" Fire -Resistant Slip Sheet installed per manufacturer's
installation instructions.
Base sheet:
GAFGLAS' #80 Ultima" Base Sheet, Stratavent' Nailable Venting Base Sheet, Ruberoid'
20 Smooth, Ruberoid' SBS Heat -Weld'" Smooth or Ruberoid' SBS Heat -Weld'" 25 base
sheet mechanically fastened to deck as described below;
Fastening
GAFGLAS' Flex Ply'" 6, GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of
Option #1:
the above anchor 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" q.g.� the
field. 0 •....• ......
(Maximum Design Pressure —52.5 psf. See General Limitation '#J0' .'
Fastening
GAFGLAS' #80 Ultima" Base Sheet, Ruberoid' 20 Smooth or A Nr"old' Mop Smooth •
Option #2:
attached to deck with approved 1'/4" annular ring shank nails and {pv;*ted 3" stgel lalate at • • • •;
fastener spacing of 9" o.c. at the 4" lap and in two rows staggeredl w44 ti fastepef ag2cing of
•
9" o.c. in the center of the membrane. •
(Maximum Design Pressure —60 psf. See General Limitation #J)'..' '..' .
One or more plies of GAFGLAS'&By_4, Tri-Ply' Ply 4 or GAFC0LAf�#80 Ultima BaseS
in moppi g
aShe
eh et adhered a ullmi
f approved asphalt applied within the EVT igtlge alld at a•rate of 20-40 lbs./sq. installed per manufacturer's installation instiviioDs.
(Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUIf r ranule
Cap Sheet or GAFGLAS' EnergyCap'" 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.
installed per manufacturer's installation instructions.
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.
1. 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. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by
Topcoat' Membrane applied at 0.5 to 0.75 gal./sq.
3. Fiber Aluminum Roof Coating.
Maximum Design
Pressure: See Fastening Options
MIAWI ADE COUNTY NOA No.: 18-0919.07
• Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 21 of 27
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 601bs./sq.
2. Topcoat' Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat'
Membrane applied at 0.5 to 0.75 gal./sq.
3. Aluminum Fiber Roof Coating.
Maximum Design
Pressure: See Fastening Above.
.
•
•
•
••••••
•
.
•
.
• •
0000
C
•DADE COUNTY
NOA No.: 18-0919.07
• Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 26 of 27
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLASI Ply 4 and GAFGLAS® Flex Ply— 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum'/4" DensDeck`" Roof Board or Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. 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
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. 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 ie at
910
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. encircling Q f Ilte ......
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cro%,4dht:ation. Asphalt 0 •
application of either system shal I be at a minimum rate of 12 lbs./sq. Note: Spot attad"owctems i61;f1ve ... 0:0
limited to a maximum design pressure of-45 psf. *00:09
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (Fvalue of IA 1bfJ as •
tested in compliance with Testing Application Standard TAS 105. If the fastener value, at lVld-tested, am -below • •; • • •
275 lbf. insulation attachment shall not be acceptable. • • • • • • • • • • • • • •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmehi is' based on a rftimum
fastener resistance value in conjunction with the maximum design value listed within a fecifio system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised l'astener•spaeing, •
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Ftr ?tegt, or P,,egi%tgred : • • • •
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistar?q9.%W5e
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within
this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS I I I and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMFDADE COUNTY
NOA No.: 18-0919.07
srpllExpiration Date: 11 /04/23
Approval Date: 11/08/18
Page 27 of 27
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: -E(A (CA 40-T
Notice of Acceptance Number: g - 20(.°03
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
q-.
rr
Maximum Design Pressure {
From the NOA Specific System): —
Method of tile attachment: C ��� : cr �C`•r' `''
•
••••.• .
Steep Slowed RoofSystem DescrlptioUri' ;'•,;•
Dock Type:
Roof Slope:
__q__:12
Ridge Ve�nt(ilattiion?
1 t�
Mean Roof Height: I
s I
30# k-s7M T)-12(0 Tyqe -JL
WR
0000 •
•
•
•
x
�j(An
Type & Spacing:
I i I � =-T-C
lesive Type r
SO - AZ(ed
ype Cap Sheet:
6{
oof Covering: 0
Type &Size Drip
Edge:
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for Mr with the values from M & If the Mr values are greater than or equal to the Mr
values, for each area of the roof; then the tile attachment method is acceptable.
Method 1 " o ent Bas a Cale a o s Per RAS 127" t C? Z.
(Pt: 3a • � x x . 27g . 110,
- Mg: s Mri NOA Mr 2L • 1 I
x x_ - Mg: . O NOA i�r '' G►yIS eCnE
(Ps: x —� — Mg: NOA K
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M.) From Table Below NOA A*
/`
M. Required Moment Resistance* '
tiM
Siop�
1W
20'
2V
3.0s
• •
• owe
2
so
38.2
W.70•
30.1
51.0•
• . •
90.4
28.0
•••
*Must be used In conjunction with a list of moment bhised tile systems endors¢d b9 tie • • • • * •
Broward County Board of Rules and Appeals. • • • • • • •
For Uplift based tale systems usO,Method 3/Compared the values for F' •with the : . * •.
values for F,. If the F' values are greaterlthan or equal to the F, values, for each 0000
area,of the roof, then the tile attachmi�nYmethod is acceptable.
Method 3 "Uplift $a ed Tile Calculations Per RAS 127"
(Pi:____x1:_m_x w:— ,%1—W:_Ycos 9:_= Fri: NOA F'
(P2:—xl:_=_x w:�! )—w:_:cose:�= Frz:_ NOAF'
(Ps: z 1: _ - x w: _� - W. x coi`Q: - F,=: __-_. NOA F'
pation
i Where to Obtain W&
Description
S bol
\ Where to Sind
Dedsnfftm
Pl orM orl`3
RAS127T&b1c1orbyaa vepated PE on
7
Mean Roof Height
H
Job Site
Roof$lope
Job Site
NOA
RestoringMamtutt doem h3ra
MNOA
Red•t=
Mr
NOA
Moment Resists=
INS
calculaw
Mkdmujfi that Resistance
F
NOA
Acquited Uplift Resistance
Fr
Calculitted\
Avara eTile Wtght
W
NOA
Tile Dimensions
cv- evidth
NOA
calculations must be submitted to the BUIldingOfficial at the time of on.
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, 4 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 instalfations. Additionally, the
following items hould be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the denated space indicates that the item has been explained.
2Icaewed
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
accordance with the current provisions of Section R4403. (The roof deck is usually
or to removing the existing roof system).
4xposed Ceiling: Exposed, open beam ceilings are where the untiQras eyof the toot decking • • •.' •
from below. The owner may wish to maintain the architectural appaarasce; there 0 0 0 0 %
netration of the underside of thedecking may not be acceptable. •T4;provides the option of ; • • • •
main ping the appearance. .... . • •
6.
_Overflow scuppers (wall outlets): It is required that rainwater floM Mso that Ae roof is • •
laded from a buildup of water. Perimeter/edge wall or other roof extension ►nay block this • •
if overflow scuppers (wall outlets) are not provided. It may be necessary to install ojerf o;- • • • • • •
in accordance with the requirements of Sections R4402, R4403 a 4Q3. ; • • ; • • • •
1,*
Owner/Agent's Signature Date Contractor S e ate
�AIUM► �Y"
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
MIAMI-DADE COUNTY
MI®BADE PRODUCT CONTROL SECTION
• 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/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 construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in
Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accept�d"ffgner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, r4odie,.or susp0ild the use 6? • •; •
such product or material within their jurisdiction. RER reserves the right to revoke this accepfance7if it is:cWsihined by •.
Miami -Dade County Product Control Section that this product or material fails to meet the req�i�ciements oith eapplicabTe *
building code. .,.. •
This product is approved as described herein, and has been designed to comply with the Florida Wilding toteancludir»�+++
. .
the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • :so 0 a .....
so 00 0 so
DESCRIPTION: Estate "S" Tile
. . . . ......
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,oitj, stat Band followi"•
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. •
++++
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 16-0112.08 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino
NOA No. 18-0829.03
i Expiration Date: 08/23/21
MIAMNDADE COUNTY
Approval Date: 10/11/18
Page I of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Boral Estate "S" Concrete Roof Tile, as manufactured by Boral Roofing, LLC in
Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building
Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by
applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127
using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Dimensions
Applicant
Boral Estate `S' Roof Tile Length = 16-1/2"
Width = 13"
Trim Pieces I = varies
w = varies
varying thickness
2.1 MANUFACTURING LOCATION
1. Okeechobee, FL
Test
Product
Specifications
Description
TAS 112
Low profile, interlocking, extruded
Type 1 b
concrete roof the equipped iltwo nail
Class III
hole and double roll'ribs. Aor*drect decf *':
or battened rLa C-9q,,mortaivsaelhesive "•
set applicatigU:..
TAS 112
0 :
Accessory trirg.ignereterApfpjecesfoj••••;
use at hips, ftes.rfdges *d%Wky ....
,
terminations, o14arufactusad for each tilg;..•
.
profile. 600000 . .. 0 800069
•....• 0•
. . . . ......
. ......
.
•• • •• • •
. .
•.•
2.2 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polyset® AH-160
TILE BONDTM Roof Tile Adhesive
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof tile adhesive.
DAP Foam Touch N Sea] Two component polyurethane
StonnBondo 2 Roof Tile Adhesive foam adhesive.
MIAWDADE COUNTY
,...I
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
Dap Foam, Inc.
NOA No. 18-0829.03
Expiration Date: 08/23/21
Approval Date: 10/11/18
Page 2 of 7
2.3 EVIDENCE SUBMITTED:
Test AEeney
Redland Technologies
Professional Service Industries, Inc
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing Services
Walker Engineering, Inc.
Test Identifier
7161-03
7161-03
7161-03
P0402
P0631-01
Letter Dated Aug. 1,
1994
224-47099
94-060B
94-084
25-7094-1
25-7094-7
25-7094-4
Project No. 307025
Test #MDC-76
25-7183-1
25-7183-2
25-7214-2
25-7214-6
528454-2-1
520109-2
Calculations
IBA Consultants, Inc. 2381-264
American Test Lab of South Florida RT1210.03-15
PRI Construction Material DAPF-004-02-05
Technologies DAPF-004-02-07
3. LIMITATIONS:
Test Name/Report
PA 102
PA 102(A)
PA 108
Withdrawal Resistance Testing of
screw vs. smooth shank nails
PA I08
PA 108
PA 112
PA 101
PA 101
PA 102
PA 102
PA 102
PA 100
PA
102
0.0
PA
102
' • •
PA
102
PA
102
PA
101
Aerodynamic Multiplier '
TAS 112
TAS 112
TAS 101
Static Uplift Resistance
(Adhesive Set)
Date
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
July 1994
Aug. 1994
Sept. 1994
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct. 1994
Oct. 1994
....
•Fab! •1�95 ......
:l %e .1995
March, 1995 • • • • • •
March, 1995 ; •
�Sep.'1998
c*4998 •••••
Jvlarcr 1999 ...
•
.OY08/08 ;'•••;
�.:247/15
07/26/18
07/26/18
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may
required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product
Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
MIAM6DADE COUNTY
NOA No. 18-0829.03
• Expiration Date: 08/23/21
Approval Date: 10/11/18
Page 3of7
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61G20-3 of the Florida Administrative Code.
4. INSTALLATION
4.1 Boral Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami
Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations.
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (lbf)
Length -I (ft=
Width-w (ft.)
Boral Estate'S' Roof Tile
10.0
1.375
1 1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
Profile
X (ft3)
Batten Application
X (ft3)
Direct Deck Application
Boral Estate 'S' Roof Tile
0.267
0.289
Table 3: Restoring Moments due to Gravity - Mg (ft.-lbf} �.• '....• ••
Tile
310:12"
4":12"
5":12"
6":1
GwA*j than
Profile
•••:••
' 7":12" ••
Boral Estate 'S'
Roof Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
-Direct
• Oeck
Battens
• • • •
DireM
Deok.
5.91
6.74 1
5.82
6.64
1 5.70
6.50
1 5.56 0
%6.33
0 •
6.14-
Table 4: Attachment Resistance Expressed as a Moment - MT (t•I •) • • • •
for Nail -On Systems •.....
Tile
Fastener Type
Direct Deck
Direct Deck
Bettens . •
Profile
(min 15132" plywood)
(min. 19132" plywood)
••:•••
Boral Estate
2-10d Ring Shank Nails
27.8
37.4
28.8
'S' Roof Tile
1-10d Smooth or Screw
8.8
11.8
4.1
Shank Nai12
2-10d Smooth or Screw
16.4
21.9
7.1
Shank Nails
1 #8 Screw2
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10d Smooth or Screw
24.3
24.3
24.2
Shank Nail Field Cli 2
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Cli 2
2-10d Smooth or Screw
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.9
31.9
32.2
Shank Nails (Eave Clio)
Od Ring Shank Nails 43.0 67.5 1 50.9
CMIAMINADMEC00UNTY
NOA No. 18-0829.03
�F!1UVR#Yjq1j Expiration Date: 08/23/21
Approval Date: 10/11/18
Page 4 of 7
I Installation with a 4" the headlap and fasteners are located a min of 2%:" from head of the
2 When using only one fastener use the hole that is approximately 4-3/4' away from interlocking edge.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Boral Estate 'S' Roof Tile
Adhesive
3 See manufactures component approval for installation requirements.
4 The Dow Chemical Co. TILE BONDT14 Roof Tile Adhesive weight per paq 11.4 grams. 26.1
5 ICP Adhesive and Sealants, Inc. ICP Adhesve PoI set® AH-160 Two -Component weight per patty 8 grams 26.1
6 DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive weight per paddy 8 grams. 35.0
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf)
for Single Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistartdd',
0000
Boral Estate 'S' Roof
Adhesive?
..
Tile
•
••••••
• 0 0 0 • • •
7
See manufactures component approval for installation requirements. • • • • • •
8
ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty Si; DIfts. • • 6. 1 •
9
ICP Adhesive and Sealants, Inc. ICP Adhesve Polyset® AH-160 Two -Component weight per patty 2 rams 45:5 •
10
DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive weight per paddy 60 grams. Fi .0 04
Table 7: Attachment Resistance Expressed as a Moment - Mf�ft.-Ibf) ; • • • • •
for Mortar or Adhesive Set Systems .. ; •
Tile
Tile Application
Minimum AtUelTment
Profile
Resistance
Boral Estate 'S' Roof
Mortar Set
20.60
Tile
.*00:
MIAWDADECOUNTY NOA No. 18-0829.03
�1-,IYUMPII Expiration Date: 08/23/21
Approval Date: 10/11/18
Page 5 of 7
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami -Dade County Product Control Approved".
za�� E 1N`1 T [E [5 [R `�
BORAL ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE Ot TiLC) • "":'
...... . ......
.... ......
6. BUILDING PERMIT REQUIREMENTS: 000000 • • .....
...... •
00*00
6.1 Application for building permit shall be accompanied by copies of the following:.' •
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building oode ir:order to properly
evaluate the installation of this system. . • •.
..0 00
......
MAKDADEGdNOA No. 18-0829.03
• • • • uNTY Expiration Date: 08/23/21
Approval Date: 10/11/18
Page 6 of 7
PROFILE DRAWING
Nail Holes
BORAL ESTATE "S" CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
APPROVED
1 •
• 0 Y•
0000
NOA No. 18-0829.03
Expiration Date: 08/23/21
Approval Date: 10/11/18
Page 7 of 7
M IAM I•QADE
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.Qov/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 construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right -.to rpv9ke this aoccptance,.....
if it is determined by Miami -Dade County Product Control Section that this product or materiffrfaits to n-Tellh
......
requirements of the applicable building code. • • • • .• •
This product is approved as described herein, and has been designed to comply with the Flort�� Jfutlding Code0 sees:
including the High Velocity Hurricane Zone of the Florida Building Code. • 0 • '
.... . .. .....
DESCRIPTION: Polyglass Polystick Underlayments ..'.. ` :so 0 • •
.+ ......
. + •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state atg fgljQwing... o %
statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereins •
666060
.. . .
•..
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been n.o 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:
Test Product
Product
Dimensions
Specification Description
Polystick IR-Xe
65' x 3'33/8"
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Manufacturing
Or 65' x 3'
polymer modified, fiberglass reinforced, bituminous
Location #1 & #2
60 mils thick
sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice & rain shield.
Polystick Dual Pro
61' x 3'33/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a
Location #2
metal roofing and roof tile underlayment.
Polystick Tile Pro
61' x 3'33/8"
TAS 103 and A rubberized asphalt self -adhering, glass -fib tit olyester
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing mentrauLDesigrfetft a metal,
Location #2
roofing and roof tile underlayrp.no.. .t.�: :..... .
Polystick TU Max
65'8" x 3'3-3/8"
......
TAS 103 and A rubberized asphalt self-adherlAg1'1501yester reinforced •
Manufacturing
60 mils thick
ASTM D 1970 waterproofing membrane. Des�ned.as a a rwfl� e •
..
Location # 1 & #2
. .. .....
underlayment. .
Polystick TU P
32' 10" x 3'33/8"
TAS 103 and A rubberized asphalt waterpro *f A4: embfane,,glass- see-:*
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced, wi a granular surface •,
Location #2
designed for use as a tile roof�undefraymeit• •... ......
Polystick TU Plus
65' x 3'33/8"
. .
TAS 103 and A rubberized asphalt self -adhering, glass-4be6polyester •
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designee as a metal
Manufacturing
roofing and roof tile underlayment.
Location #1 & #2
Polystick MTS
65'8" x 3'33/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefrnic film
Location 42
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polystick MTS Plus
65'8" x 3'33/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefrnic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Elastoflex S6 G
32'10" x 3'3 %"
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164 with a sanded back face and a granule top surface. For
Location #2
use in roof tile underlayment systems.
CADE COUNTY
NOA No.: 17-0614.22
• • O , 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 Aeency
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
10/19/11
P40390.08.12-2
ASTM D 1623
08/07/12
P37590.07.13-1
ASTM D6164
07/02/13
P45270.05.14
TAS 103, TAS 110 & ASTM D1623
05/12/14
P46520.10.14
ASTM D1623
10/03/14
P44360.10.14
TAS 103 & TAS 110
.,LW07/14
P43290.10.14
ASTM D 1970 & TAS. 110 .
• . •1417/14 .... • •
PLYG-SC 10 ] 30.06.16-3
TAS 103 & TAS 110, • * :
; . .0.61;7/16 •,
PLYG-10130.06.16-1
ASTM D1970 & TAS•1-In-
06/27/16
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103 • • • •
• • 09✓ J9/06 : * • • • :
•
PUSA-055-02-02
•
TAS 103 • • • • •
12'/10/07 ";...
PUSA-089-02-01
TAS 103/ASTM D4798 d 153
.. ..
.' 01/06/09 ' -' •-
. .. ......
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 &t Gi51
. 04J01/08 ....;.
RX14E8A
TAS 103/ASTM D4798 & G155
:" 11709/09 . .
DX23D8B
TAS 103/ASTM D4798 &,Gf 5S
0&18/10 : 0 • • • :
DX23D8A
TAS 103/ASTM D4798 & G155
04Y18/10
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.
aI
ADE COU...I
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.
MIAMI•DADE COUNTY NOA No.: 17-0614.22
�FIIUU;Isi'J4$1�Expiration Date: 09/13/21
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 ;Uyrurpm 4; head lap. (for * . • •
base sheet only) • • • • •' '
...... . ......
Membrane:
Elastoflex S6 G, hot asphalt applied
Surfacing:
See General Limitations Below. 0• • • • 0
.... . . . .....
. .
...... .. . .....
.. .. . .. ......
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 rnWrane self- adhered. •• •
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type II or ASTM D 2626. 00*0
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.
MIAMFDADE COUNTY
NOA No.: 17-0614.22
F-112URIM11 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 special attention
to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick sjVll be
applied over the underlayment. •
. . .... ......
GENERAL LIMITATIONS: • • • • • •
...... . ......
1. Fire classification is not part of this acceptance. .... ..
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Poly s%k MT$ Plus may be •
00
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof-tilgsystels &p�•quarrX: • . •
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 apdroof ttle 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. 6006
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
Tile 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 61 G20-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (U)
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
•§;1,2
Tile
without battens
•
10.
. . .... . ....
The above slope limitations can be exceeded only by using battens in accordance with tine Approvd �il�Syste�•„•
.....
Notice of Acceptance and applicable Florida Building Code requirements. When batt;ps ke, required,.they shall .
be utilized during loading and installation of tiles. .... .. :9 0 0 %
Care should be taken during the loading procedure to keep foot traffic to a minimum ancdfo avoid dropping of `•
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for logjlgi00oced e•—�wo the •�•�
.� �Fi � .I 5.....
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope..] p total of 6 tiles —for . •
all underlayments except Polystick MTS which shall be loaded onto battens. : ' : . . .....0
POMMCKTU Plus
CMIAMMADECMOUNTY
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 product with
specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, 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.• fAMUers are
cautioned to refer to applicable local building codes prior to direct deck installation t4 ensure this isWceptable. * • •:-
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 edge4mrn as per Polyglass:....
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimurl? I sA" metal fliskas '
required in Miami -Dade County or simplex type nail as otherwise allowable in other retlft, at a ihinimum rate•:••
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail :r:s,area pars oiayar" on ��„•
the face of membrane, with the above stated nails and/or disks. The head lap membraT4e, js tgcover 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 conta:t..'. :..••:
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of P6141aes"
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.: 1712
CMIAMWADEC= 2
umaeriAllExpiration Date:-06-0614.2
09/3/1
Approval Date: 07/06/17
Page 7 of 8
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 is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
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 Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
. .
....
......
......
.
......
....
. ..
.....
......
.. .
.....
....
. ..
......
. .
. .
......
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
MI MIAMI-DADE COUNTY
®M� PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv
ICP Adhesives and Sealants, Inc.
12505 NW 44" Street
Coral Springs, FL. 33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with he Florida.l3�ildiirig
including the High Velocity Hurricane Zone of the Florida Building Code. •
DESCRIPTION: ICP Adhesives Polyset® AH-160
Code
LABELING: Each unit shall bear a ' permanent label with the manufacturers name or to � � stat nd follow " g .
P g4. GLtY, � � � ..'
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 aid there has been -no change►• � •
in the applicable building code negatively affecting the performance of this product. 000 ;
TERMINATION of this NOA will occur after the expiration date or if there has been a revision orchange 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.
MIAMI•DADE COUNTY
F-IM1114YA411
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPack® N/A
30 & 100
PRO M O
TAS 101 Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
. . .... ......
...... . .......
DUCTS ANUFACTURED BY THERS. 0• • •
An Miami -Dade Count Product Control Accepted Roof Tile Assembly having a current 1 att chmen . : . •
Y Y p y Y g �0&--Lich'�� •� Y.....
resistance values with the use of ICP Adhesives Pol set® AH-160 roof tile adhesive. •
MANUFACTURING LOCATION: •' • • • •
1. Tomball, TX. • . ; .. ; • •' • ;
PHYSICAL PROPERTIES:
Property Test Results
Density ASTM D 1622 1.6 lbs./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ftz
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -401 F., 2 weeks
+6.0% Volume Change @ 158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 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
MIAMIUUMIA4Om Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Auncv Test Identifier Test Name/Report Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818-IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB-589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[l]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
P36700.04.12
ASTM D 1623
04/18/12
P39740.02.12
TAS 101
02/21/12
TAS 123
••••
. .
••••
••..••
Celotex Corp. Testing Services
528454-2-1
TAS 101
•"• '
20/=98
'.
528454-9-1
""�•
•
"""
528454-10-1
•��•••
•
520109-1
TAS 101
• • • •
•2 •98
•
520109-2
'
......
.. .
: '..'
.....
520109-3
••'••'
..•...
520109-6
••••••
•�
520109-7
. .
. .
......
520191-1
TAS 101
..
13/02/99
:....:
520109-2-1
"
'
•••
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof 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 Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
....
Adhesives ProPack® 30 & 100 dispensing equipment only. 0 0 • 0 • • : • • * 0 • •
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. . • • •
...... . .....0060
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minut40tq ICP Adhesives
Polyset® AH-160 has been dispensed. .... .. . : • • • •
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with thc*. • •; • • •
Placement Details herein. Each generic tile profile requires the specific placement nq Oed�herein. V V. • � . 00000
000 • • •
. . . . ......
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
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
�4 grams unDer pan
LABELING:
......
All approved products listed herein shall be labeled and shall bear the imprint or identifiable %arkjdg of tte • . . •
manufacturer's name or logo and following statement: "Miami -Dade County Product ControLAffred" oc the. Miamii.;.,-
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
RUB thrau®h plastic cwvmt Paddy 13meathTie)
lwtwm t.quitadi,
Undrr4ym•nt Ak it
n
"w.
r
Imu sOptional ~ 'K3+a• ./ .�h '` y
iti-.�� ► o ink-,.`` ' ;R �� �;
iascla
/jy5*
.�.
Eric• Clritlr..^_,_•,
Nall through plastic clement
(when required)
1�
,vPaddy l6+virrthTlel
Und.rlrym+mt
^
WIN X
ianens apClanal Ir '` �*•. +t
n`'t* lave clasutc
1= ' l�•i '��,r''` fps``
Ern. Course Fa"
Nail through 01*
i'whar roggWttcl :tl VPF- Paddy 18.n.aehTilrl
if
4.
lain.«
? in. wld. "`,�•^'; �`", ,�,,... 'tip �.• ^�`'�,.
Nattcns
Optional
fir' �.. � .� �,,• � �,� .r'•
� Mawr tautse�-'� ��`"°� �,�"i� � ✓'�'Fascts
Weeoule
1a in` in. s �' + porn! Closure
� y► r' �/ Urlp.dge
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 Pan Tile
1. Starting at the eave course, apply a n4ihiftilp 2"
(50.8 mm) x 10 (254 x L (25.4 rliPrl7 foam
paddy onto the underlayjen ;ositiAed.as.shown
.00V......
under the pan portion of 1tlItjle closest to the •
overlock of the tile being.W. .. . • • • • • •
.... . .• ....•
2. Continue in same manne%eh-srre approximately &7:..'
(109.7 cmZ) — 23 (148.4•CO) square inth dhesive, • • •
contact with the undersOd"Of:he 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 cm') — 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
RAU %rcuoh ptaacic wMang prddy I"no*167110)
(whanrequired),}
WwdadaymaniA�i
9atoaris opt9onal
•..^`� `�,," fir
Eaue[ourso ti i
ti 10f 4 f !r y Fascia
Ewe Closure-_'
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 cm') square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12(77.4 cm2) square inch acjJWive
contact with the underside of thQ tile. •
.... ......
...... . ......
Medium Profile / Double Pad s71e • •
......
000*00
1. Startingat the eave course ia•ol••a min?muhi 2" 50'S;' ••
mm) x10" (254 mm) x 1"�y4 mm) foaM•paddy •""
......
onto the underlayment pos449Up d as showrLLder the •
pan portion of the tile closest to the overlocltof the • • •„•
tile being set. Insure approxima4ely 17;r0j.7'cm2):
23 (148.4 cm') square inch adhesive con taotwith 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 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nall though prastk ce *nc--,
;when roqulmdj ! �� P.ddr l8rn..e6Til.y
ehn&@v1Aymrnt
Battens optional
rE cow"-y •sci•
.1 � ...^ � 1Yrrp�td•
o z ,; e �:umr
�ltlpedge
Page
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 (109.7 cmZ) —
23 (148.4 cmZ) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm') - 19 (122.6 cmZ) square inch l osive • • • • • •
contact with the underside %f the7ile. • •
...... . ......
•••• • •• •••••
•••••• •• • •••••
• • • • • • • • • • • • •
•
• • • • • • • • • •
••••••
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Nail through plastic cement Paddy (between tiles)
iwhen required)
eattensoptional °
° paddylunderdle)
., single paddy
an tap ottle'',�
4x4 In'
un til
Single paddy
on underlaymeat 2 x 4 in.
to..�'.,r.
-' �2 in. asda
Eave clome
Flattl.ow Profile The
Nail through plastic cement Singlepaddyundertle
!when required)
Paddy ibetween tiles)
Battens Paddy (undertile)
optkMal
� Sire P�dy •,� � "`-,
ontopeftle� •- ,.
4x4in. 2x4in.`�.y1
Sing9le paddy on
undeAr
rlayment `
0[n'2in.
Eave Gosure
Eave Course Fascia
Medium ProflleTile
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x V (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 the closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in (109.7-148.4 cm') of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the WAd8f19ck for
the second course tile tabe installed. MAN ' •' • • •
approximately 8-9 in' (�),.¢ 5 .1 cm!eoi:adhesive '.
contact with the undersip,Qf.tj a tile.
.... . .. .....
(Instructions continued on negpage) • • • • •. i • • •
•
••••.•
• • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nail through plastic ae Single paddy under tile
(when required)
Paddy ibetween tiles)
Battens
optional paddy [under tile)
i fade
.�onunderkay+ner► lw_;
"4x4in. `�'•��
Single 2 x 4 in.
to of tle
Eave Course
Fascia
WeWhole
loin. in. Eyre closure
Drip edge
High Profile Tile
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/a"
(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 (71CM2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 CM2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
• •
• •
••••
••••••
••••••
•
•
••••••
••••
• ••
•••••
••••••
•• •
•••••
•• ••
• ••
••••••
••••••
•
•
•
• w •
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
t) Puce enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
In contact with the pan tile.ZIn
en required)
2) Turn covers upside down. Place adhto t In. from outside edge of cover tileThen install the tile. Ensure 20to
25 sq. in.contact area,
Underlayment
Eave closure
(motor shown)
Fascia
Remove top portion of the cave course cover tile. Abut to second course of
pan tiles. Ensure save and of pan and cover tiles are flush at save line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and 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 two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (2.5*4 Mqi) x 10"
(254 mm) bead of adlies ive directly� on t�he inne?"'; e
edge of each side of t4% jQygr tile.,It> +e.
approximately 3/4" (1 U41to 1" (25+4 mm)
from the outside edge Q44w tile, iiaWard, free off o • • • •
e
foam to allow for expa�iaior% '..' ....�
.eeeee .. .....
4. Turn cover tile over aftis appl4ed and • e e e e e
place onto pan tile coVAC19sure a mi?iimum of •,
20 (129 cm2) - 25 (161.3 cm'2) squ?6%i U eeeeee
contact area on each ;Woo*cover tile to tho a* e e:
pan tile. Continue in same manneie..tjgraway0
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