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Product Approval
nalusER;Publicus-
Reguhtioll j
N-10-CL—API'MY,11 1-11MIll>I1Qdlf4t QLAIMIka Wit I> n 1.15_j>Application Detail
FL 11 FL16048-10
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Ito
r
Product Manufacturer TRI-BUILT Roofing Products
Add ress/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
(201)842-2449
davld.ruiz@tribuiitmaterialsgroup.com
Authorized Signature David Ruiz
(I avid,ruiz@tribuiltmaLerialsgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073
(201)842-2449
(lavid.ruiz@tribuilttiiatei,ialsgrOLIP.CCIII
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlaynients
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I Evaluation Report-hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License. PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W, Knezevich,PE
[,A Validation Checklist:-Hardcopy Received
Certificate of Independence FL1_60-,.1-8-R3.COI 20k5 01 COI rtiernillcli.ptff
Referenced Standard and Year(of Standard) Standard Yea[
ASTM D1970 7.009
ASTM G155 2005
FRSA/I R1 April 2012(134-12) 2012
TAS 103 1995
E=quivalence of Product Standards
Certified By
Sections from the Code
littl)://w\vw.floi-ici,ibLlilClillg.01'g/l)i,/I)i- app cltl.,isl)x'?I)ai-aiii=wGF-,VXQwtDcltl�PiiiclYiNDWi-... 1/19/2016
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Florida BU1ldil1g Code Online P�Zge 2 o1'2
Product Approval Method Method 1 Option D
Date Submitted 10/08/2015
Date Validated 10/19/7.015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Surninary of Products
FL 00 Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlay(lenls Self-adhering,modified bitumen roof undeilayntents
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16Q1£3_135_I1 2 1N5 10 FINAL FR TRI_
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL160=1-Rll�if
Impact Resistant:N/A Verified By: Robert Nierninen PE-59166
Design Pressure:+N/A/-45 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foanron tile systems overtop the self-adhering FL16048 R3 AE 2015 10 FINAL 1-It TRI-
underlayment for one particular application.See ER Section BUILT UNDERL YMENTS Ft-16048-R3.p(lf
5.6 for details.2,)Refer to ER Section 5 for other Limits of Created by Independent'fhird Party:Yes
Use.
nick Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850.487-11124
The Slate of Florida is an AA/EEO employer.Coovriaht 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send
electronic mad to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,elfeClive October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Oepartrienl with an email address If
they have one.The emads provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to
supply a personal address,please provide the Department vdUl an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
tLMCI
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11111)://wNvw.1lo1'IClcgbLll lCiillg.01'g/1)i-/1)t'_al)l)_C1tl.cisl)\?pat'a111=wGLVXQ WtDgtl'1'n1C1Y1 ND W 1'... 1/19/2016
\ EXTERIOR RESEARCH& DESIGN, LLC.
(
� ) Certificate ofADthorization!!9503
1 353 CHRISTIAN STREET, UNIT 1113
_I TRINITY ERD OXFORD,CT 06478
PHONE: (203) 262-9245
FAX:(203) 2.62-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products FL16048-113
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville,IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the Sri' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 5.
Prepared by:
Robertl.M. Nieminen, P.E. hclacsindlcseal,ppcaringwas-0-I,etlbylloberlNkmincn,
..... J s P.E.-10/08/2015.Thls dnes not seroc as an clert rnnirally v8ned
Florida Registration No.59166, Florida DCAANE1983 da<n,nanl.si1lr,od,—,1,dhwd<npi<• h—,bn<•nlr,n—,at<•d!nth"•
p,.d.a App.—I Ad,uh,Mr,lor,nd to the nau,ed client
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD does riot have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert NienTinen,P.E.does not have nor will acquire,a financial Interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
I�RINITY I ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems, where
the underlayment forms part of the load-path, The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min,15/32-inch plywood to meet project requirernents to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A FIT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayrnent or Tri-Built Smooth HT S/A
UnderlaVment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6,3.2 Non-Tile applications:
While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o,c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,LLC. Evaluation Report A42960.30.12-R3
Certificate of Authoriiatlon#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
TRINITY ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL160A8-R3
Revision 3:10/08/2015
Page 5 of 5
TR��11� ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated com pliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507,5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties S40S40.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530,05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,I.I.C.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering-Underlayments: ------_
(4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof uiiderlaymdht,with a 36-inch sheet width,
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVH7_.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
,TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.S.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
`r Tri-Built S/A HT TU Underlayment with 3M`2-Component Roof Tile Adhesive AFI-160(FL6332) or Dow
TileBond'"Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
i- Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
7- Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems,insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
Y ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 3 of 5
�v
l MIAMI-DADS COUNTY
MIAMI-MfDEj PRODUCT CONTROL SECTION
11805 SW 26 Street- Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2,174
BOARD AND CODE ADNI INISTRATION DIVISION T(786)315-25901-(78G)315-2599
NOTICE OF ACCEPTANCE (NOA)
GAF
I Campus Drive
Parsippany,NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations gove►-ning the use ol'consp-uction 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 I-laving.lurisdiction (AI-I.l).
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 AIiJ (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 manufaCLUI'Cr' Will incur the expense of such testing and the AI-IJ may immediately
revoke, modify, or suspend the use of'such product or material Within theirjurisdiction. RER reserves the right to
revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity HUrricane Lone of the Florida Building Code.
DESCRIPTION: C'rA�F r'T'I'ib'e fine iTimbcrline Natural Shadow",and Timberline American Harvesf
Shirrbles
LABELING: Each unit shall bear a permanent label With the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, Use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
For sales, advertising orally other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal ol'NOA.
ADVERTISEMENT: 'File 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 13-0419.04 and consists of pages I through 6.
The submitted dOCLImCntatiOn was reviewed by Juan E. Collao, R.A.
NOA No.: 14-1022.20
MIAMI•DADECOUN7Y i Expiration Date: 02/21/17
Approval Date: 02/05/15
_, Page I of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-cateLyol-v: Asphalt Sliingles
Materials: Laminate
Deck Type: Wood
SCOPE
This approves GAF Timberline 1411)'%Timberline Natural Shadow"",and Timberline American Harvest
Shingles as manufactured by GAF as described in Section 2 of this Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
,Specifications
GA1F;WhnJm-IijmJID;6m1:n— 13 x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt
x1allyfiletill-ing roof shingle, with a laminate profile
Locations#1,2,3,4,5,6,7
GAIT Timberline Natural 13 x 39 31"" TAS 110 Fiberglass reillrforced heavy weight asphalt
Shadow" roof shingle, with a laminate profile
1walulfilclul-ing
Locutions#1,2,3,4,5,6,7
GAF Timberline American 13 '41"x 39-/8" TAS 110 Fiberglass reinforced heavy weight asphalt
Hat-vesf roof shingle,with a laminate profile
'Alfaluffitchn-ing
Locutions#2,4,5,6
MANUFACTURING LOCATION
1. Tampa, FL
2. Michigan City, IN
3. Baltimore, MD
4. Myerstown, PA
5. Ennis,TX
6. Tuscaloosa,AL
7. Dallas,TX
MIAMI-DADEC(
COUNTY 0
NOA No.: 14-1022.2
M ,
�uvuasym Expiration Date:02/21/17
Approval Date: 02/05/15
Page 2 of 6
EVIDENCE SUBMITTED
Test Aj!encV Test identifier Test Name/Rcnort Date
Underwriters Laboratories, file. ASTM D3462 I 1 CA48924 10/24/11
Underwriters Laboratories, Inc ASTM D3462 I OCA21994 04/22/1 1
Underwriters Laboratories, Inc ASTM D3462 I OCA28717 07/26/11
Underwriters Laboratories, Inc. ASTM D3462 05CA47541 1 1/10/06
Underwriters Laboratories, lnc. ASTM D3462 06CA 31580 11/30/06
PRI Asphalt Technologies, Inc. ASTM D3462 GAF-101-02-02 11/02/05
Underwriters Laboratories, file. ASTM D3462 06NK05159 08/09/06
PRI Asphalt Technologies, Inc. ASTM D3462 GAF-098-02-02 11/08/05
Underwriters Laboratories, Inc. ASTM D3462 02NK41809 08/11/02
Underwriters Laboratories, file. ASTM D3462 03NK26444 10/17/03
Ccnter For Applied Engineering ASTM D3462 257989 05/13/97
Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94
Underwriters Laboratories, Inc. TAS 107 06NK05159 08/09/06
Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04
Underwriters Laboratories, Inc. TAS 107 05CA42940 1 1/1 1/05
Underwriters Laboratories, Inc. TAS 107 02NK4181 1 1 1/1 1/02
Underwriters Laboratories, Inc. TAS 107 03CA35209 10/17/03
Underwriters Laboratories, Ine. TAS 107 04CA 13850 08/30/04
Center For Applied Engineering TAS 100 257989 04/01/97
PRI Asphalt Technologies, Inc. TAS 100 GAF-044-02-01 01/13/04
PRI Asphalt Technologies, Inc. TAS 100 GAF-098-02-01 11/08/05
PRI Asphalt Technologies, file. TAS 100 GAF-101-02-01 11/09/05
PRI Asphalt Technologies, Inc. TAS 100 GAF-1 16-02-02 03/23/06
PRI Asphalt Technologies, Inc. TAS-100 ELK-083-02-01 10/16/02
ELK-084-02-01 10/15/02
ELK-085-02-01 10114/02
ELK-086-02-01 10/24/02
ELK-087-02-01 10/21/02
ELK-088-02-01 10/16/02
ELK-107-02-01 10/09/03
ELK-108-02-01 10/09/03
ELK-109-02-01 10/09/03
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. Shall not be installed on rool'mean heights in excess of 33 ft.
3. 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.: 14-1022.20
MIAMI•DADECOUNTY Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 3 of 6
INSTALL TION
1. Shi i files shall be installed in conipllance with Roofing Application Standard RAS 115.
2. Fla'111ag shall be in accordance with Roofing Application Standard RAS 115
3. Th manufacturer shall provide clearly written application insti-tictions.
4. Exposure and course layout shall be in compliance with Detail 'A', attached.
5. Nailing shall be in compliance with Detail 'B',attached.
LABELING
Shingles shall bear the Imprint of identif-fable marking of the 11111nnfacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Sea! as shown below.
MIAMI•DADE COUNTY
u. . D
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice ot'Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
MIAMI•DADE C�OUN?Y
NOA No.: 14-1022.20
III "'• I Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 4 of 6
DETAIL A
COURSE LAYOUT
DECK
FULL
5th
17"OFF 4th
11" OFF 3rd
6" OFF 2nd
FULL 1st
NOA No.: 14-1022.20
CMIAMI-MADEOUNTY Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 5 of 6
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/811
(1m)
�—
14-1/2"-17-1/2" -- 14-1/2"-17-112"
(366-445mm) (366-445mm) ail guideline
6-1/2"-9-1/2 6-1/2"-9-1/2" 5-3/4"-6-1/4"
if (165-241mm) 1765.241mm)
13-1/4(337mni) _ — _ — — -4-- — — — — — (146mm-159m1n)
112---z-v2^ from bottom of shingle
(13-64
Self seal
adhesive
on back
ENHANCED NAILING PATTERN - six nails per shingle*
required by some local codes and required for enhanced wind coverage on certain products.
See limited warranty for details.
These shingles MUST be nailed a nominal 6" (152mm)from bottom of
of shingle, above the cut outs, as shown. Nails must not be exposed.
END OF THIS ACCEPTANCE
NOA No.: 14-1022.20
MIAMI•DADECOUNTY Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 6of6
MD
MIA�'ll.1a,4DE MIAMi-DADE COUNTY
i.+ 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) www.n,ian,iclade.i!ov/eeonomy
CertainTeed Corporation
18 Moores Road
Malvern,PA 19355
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 the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the 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 all 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#14-0224.03 and consists of pages 1 through 42.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0529.02
MIAMI•DADECOUNTY 1Z�' �' Expiration Date: 06/19/18
Approval Date: 09/24/15
�� , 0 J) Page I of 42
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Cateeo>y: Modified Bitumen
Material: APP/SB S
Deck Type: Wood
Maximum Design Pressure: -127.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
--__ Test Product
Product Dimensions Specification Description
All Weather/Elnpire Base 391/8"x 65'10"; ASTM D 4601,Type Asphalt coated, fiberglass reinforced
Sheet Roll weight: 70 lbs. 1I base sheet.
(2 squares) UL Type G2
Flexiglas Base Sheet 39 3/8"x 98'9"; Roll ASTM D 4601,Type Modified Bitumen coated fiberglass
weight: 90 lbs. 11 base sheet.
(3 squares) UL Type G2
Flintlastic Base 20 39 3/8" x 49'6"; Roll ASTM D 6163, Modified Bitumen coated fiberglass
weight: 90 lbs. Grade S, Type I base sheet.
(1.5 squares)
Flintglas Ply Sheet Type IV 39 3/8"x 1647"; Roll ASTM D 2178, Type Fiberglass,asphalt impregnated ply sheet.
weight: 38 lbs. IV
(5 squares) UL Type G 1
Flintglas Premium Ply Sheet 39 3/s"x 164'7";Roll ASTM D 2178,Type Fiberglass, asphalt impregnated ply
Type VI weight: 40 lbs. VI sheet.
(5 squares) UL Type G 1
Flintlastic STA 39 3/8"x 32' 10';Roll ASTM D 6222, Smooth surfaced APP Modified
weight: 87 lbs. Grade S, Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GTA 39 3/s".x 32' 10";Roll ASTM D 6222, Granule surfaced APP Modified
weight: 105 lbs. Grade G,Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GTA-FR 39 3/8" x 32' 10";Roll ASTM D 6222, Granule surfaced APP Modified
weight: 105 lbs. Grade G, Type 1 Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GMS 39 3/8"x 32' 10'; Roll ASTM D 6164, Granule surfaced SBS Modified
weight: 94 lbs. Grade G,Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application.
NOA No.: 14-0529.02
MIAMI•DADE C=1J
..., Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 2 of 42
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic Premium GMS 39'/8"x 32' 10";Roll ASTM D 6164, Granule surfaced SBS Modified
weight: 101 lbs. Grade G, Type 11 Bitumen membrane with non-woven
(I square) polyester mat reinforcement for mop
application.
Flintlastic FR-P 39 3/8"x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS
weight: 101 lbs. Grade G, Type 1 Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Flintlastic Premium FR-P 39 3/8"x 32' 10";Roll ASTM D 6164, Fire resistant, granule surfaced SBS
weight: 101 lbs. Grade G,Type Il Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Flintlastic FR Dual Cap 39 3/8"x 32' 10";Roll ASTM D 6162, Granule surfaced SBS modified
weight: 103 lbs. Grade G, Type I bitumen membrane with a nonwoven
(1 square) polyester/fiberglass composite mat
reinforcement for use in cold or mop
applications.
Flintlastic FR Cap 30 39 3/8"x 32' 10";Roll ASTM D 6163, Fire resistant, granule surfaced SBS
weight: 86 lbs. Grade G, Type I Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications.
Flintlastic FR Cap 30 T 39-3/8"x 32' 10";Roll ASTM D 6163, Granule surfaced SBS Modified
weight: 100 lbs. Grade G,Type I Bitumen membrane with fiberglass
(1 square) mat reinforcement for torch
application.
Flintlastic Base 20 T 39-3/8"x 33';Roll ASTM D 6163, Modified Bitumen,coated fiberglass
Weight: 81 lbs. Grade S,Type I base sheet for torch application.
(1 square)
Flintlastic FR Cap 30 CoolStar 39 3/8"x 32' 10";Roll ASTM D 6163, Fire resistant, granule surfaced SBS
weight: 88 lbs. Grade G,Type I Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
Flintlastic FR Cap 30 T 39 3/8"x 32' 10";Roll ASTM D 6163, Fire resistant, granule surfaced SBS
CoolStar weight: 102 lbs. Grade G, Type 1 Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
QMIAMI
NOA No.: 14-0529.02
COUNTY
•DADE
..., Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 3 of 42
J
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic GTA CoolStar 39'/8"x 32' 10";Roll ASTM D 6222, Granule surfaced APP Modified
weight: 106 lbs. Grade G, Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GTA-FR CoolStar 39 3/8" x 32' 10";Roll ASTM D 6222, Granule surfaced APP Modified
weight: 106 lbs. Grade G, Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GMS CoolStar 39 3/8"x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified
weight: 97 lbs. Grade G, Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic Premium GMS 393/8"x 32' 10";Roll ASTM D 6164, Granule surfaced SBS Modified
CoolStar weight:103 lbs. Grade G, Type 11 Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic FR-P CoolStar 39 3/8"x 32' 10";Roll ASTM D 61.64, Fire resistant, granule surfaced SBS
weight: 103 lbs. Grade G, Type I Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating.
Flintlastic Premium FR-P 39 3/8"x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS
CoolStar weight:.103 lbs. Grade G, Type 11 Modified Bitumen Membrane with
(l suare) non-woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating.
Flintlastic Ultra Poly SMS 39 3/s"x 32' 10";Roll ASTM D 6164, Smooth surfaced SBS Modified
Base Sheet weight: 90 lbs. (1 Grade S,Type I Bitumen Membrane with non-woven
squares) polyester mat reinforcement for mop
applications.
Glasbase Base Sheet 36"x 98' 9";Roll ASTM D 4601,Type Asphalt coated, fiberglass base sheet.
weight: 75 lbs. 11,
(3 squares) UL Type G2
NOA No.: 14-0529.02
MIAMI•DADE COUNTY Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 4 of 42
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic Poly SMS Base 39'/8"x 64'3";Roll ASTM D 4601, Modified Bitumen coated polyester
Sheet weight: 90 lbs. Grade S, Type II base sheet.
(2 squares) UL Type G2
Yosemite Venting Base Sheet 39'/8" x 32'1.0';Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced
weight: 85 lbs. ASTM D 4897, Type buffer sheet.
(1 square) II
UL Type G3
Flintlastic APP Base T 39 3/8"x 65' 4";Roll ASTM D 6509 Modified Bitumen coated fiberglass
weight: 100 lbs. base sheet.
(2 squares)
Flintlastic Ultra Glass SA 39 3/8"x 33'l 1";Roll ASTM D 1970 Self-adhering,fiberglass reinforced,
weight: 73 lbs. SBS modified bitumen base/ply sheet.
(i square)
Black Diamond'rm Base Sheet 36" x 687"; Roll ASTM D 1970 Self-adhering fiberglass reinforced
weight: 78 lbs. modified bitumen base sheet
(2 squares)
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
FlintBoard iSO Polyisocyanurate foam insulation CertainTeed Corporation
FlintBoardH ISO Polyisocyanurate foam insulation CertainTced Corp.
ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corp.
High Density Wood Fiberboard Wood fiber insulation board Generic
Pei-lite Insulation Pei-lite insulation board Generic
DensDeck, DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC
H-Shield Polyisocyanurate foam insulation Hunter Panels LLC
ENRGY 3 Polyisocyanurate foam insulation Johns Manville Corp.
ENRGY 3 25 PSi Polyisocyanurate foam insulation Johns Manville Corp.
Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating, LLC
SECUROCK Gypsum-Fiber Roof Board homogenous fiber reinforced USG Corp.
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
...I Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 5 of 42
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
I. Trufast#12 DP Fastener Insulation fastener for wood various Altenloh, Brinch & Co.U.S.,
and steel decks Inc.
2. Trufast 3"Metal Galvalume steel plate 3"round Altenloh,Brinch &Co.U.S.,
Insulation Plate Inc.
3. FlintFast#12 Coated, carbon steel screw various CertainTeed Corp.
4. FlintFast 3"Insulation Galvalume AZ50 steel plate 3"round CertainTeed Corp.
Plate
5. FlintFast#14 Insulation fastener for wood various CertainTeed Corp.
and steel decks
6. Simplex MAXX Cap Polymer fastner I" long Simplex Nails,Inc.
7. OMG#12 Standard Insulation fastener for wood various OMG,Inc.
Roofgrip and steel.
8. OMG 3"Galvanized Steel Galvalume stress plate 3" round OMG,Ine.
Plates
9. Trufast#14 HD Fastener Insulation fastener for wood various Altenloh,Brinch &Co.U.S.,
and steel decks Inc.
10. OMG Heavy Duty Insulation and membrane Various OMG, 1 tic.
fastener
H. OMG 3 in. Round Metal Galvalume AZ50 steel plate 3" round OMG, Inc.
Plates
12. AccutTrac Hextra Carbon steel fastener Various OMG,Inc.
13. AccuTrac Plates Galvalume stress plate. 3"square OMG,Inc.
14. AccuTrac Flat Bottom A2-SS aluminized steel plate 3" square OMG, Inc.
Plates
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
...� , Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 6 of 42
APPROVED SURFACING/COATING OPTIONS:
TABLE 4
Chosen components must be applied according to manufacturer's application instructions. Any coating,listed
below,used as a surfacing,must be listed within a current NOA.
System Number Manufacturer Application
1. Generic Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at
60 lbs/sq.
2. Generic Slag applied at 300 lbs/sq., adhered with flood coat of asphalt at 60
lbs/sq.
3. Karnak Corp. Karnak(497 AF)Fibrated Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
4. CertainTeed Corp. FlintCoat A-150 applied at an application rate of 1.5 gal/sq.
5. Gardner Asphalt Corp. APOC#212 Fibered Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
6. Gardner Asphalt Corp. APOC#400 Sunbrite applied at an application rate of 3 gal./sq.
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
...� , Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 7 of 42
EVIDENCE SUBMITTED:
Test Agency/Identifier Name Report Date
Factory Mutual Research Corp. FM 4470 3Y8A].AM 03/23/96
FM 4470 OD3A3.AM 04/04/97
FM 4470 2DOAO.AM 12/23/98
FM 4470 1 D7A4.AM 11/09/98
FM 4470 3039046 06/15/10
FM 4470 3048520 09/19/13
Underwriters Laboratories,Inc. UL 790 R11656 01/11/13
United States Testing Company ASTM D 5147 97457-4 06/03/88
ASTM D 5147 97-457-2R 12/02/87
Momentum Technologies,Inc. ASTM D 4601 AX31G8D 09/05/08
ASTM D6164 AX31 G8F 06/05/09
ASTM D6222 AX31 G8G 06/05/09
ASTM D 3909/D 4897 AX31 G8C 09/05/08
TrinityjERD TAS 114(J) 3504.06.01-1 06/05/01
TAS 114(J) 3507.08.99-1 04/18/01
TAS 117(B) 3503.10.06 10/10/06
TAS 117 (B) 06490.04.07-R1 06/27/07
TAS 114(H) Letter 04/05/06
TAS 114 3533.01.06 01/06/06
TAS 114 3521.07.04 07/29/04
TAS 117 (B)/ASTM D 6862 C8500SC.1 1.07 11/30/07
TAS 114 C8370.08.08 08/19/08
ASTM Physical Properties C10080.09.08-114 03/25/10
ASTMD6164/D4798 C31410.01.11-2 01/10/11
ASTM D4601 C40050.09.12-1 09/28/12
ASTM D1970 C40050.09.12-2 09/28/12
ASTM D5147/D4798 C31410.10.10-R 1 11/01/12
ASTM D5147/D4798 C31410.01.11-I-R1 11/01/12
ASTM D1876 C35460.05.11 06/16/11
ASTM D1876,TAS 114 (H), C42110.08.12 08/13/12
TAS 117 (B)
FM 4474/TAS 114 C39670.08.12 08/20/12
TAS 117B C35500.02.11 02/09/11
ASTM D4798 C31410.01.11-2A-R] 02/21/13
ASTM D4798 C31410.12.13 12/05/13
ASTM D6222 C40050.12.13-R] 12/31/13
TAS 117, TAS 114 C30310.12.09-R1 03/07/14
ASTM D1876, TAS ]14 (H), C45620.03.14 03/27/14
FM 4474
ASTM D1876,TAS 114(H), C47320.03.14-R1 04/01/15
FM 4474
PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08
Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11
ASTM D6222 CTC-070-02-01 08/09/11
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 8 of 42
EVIDENCE SUBMITTED:
Test Apency/ldentifier Name Report Date
ASTM D6164/D4798 CTC-093-02-01 08/09/11
ASTM D2178 CTC-122-02-01 03/13/12
ASTM D2178 CTC-123-02-01 03/13/12
ASTM D4601 CTC-127-02-01 03/13/12
ASTM D6163 CTC-128-02-01 06/11/12
ASTM D6163 CTC-129-02-01 06/11/12
ASTM D6164 CTC-132-02-01 06/11/12
ASTM D6164 CTC-162-02-01 05/09/13
ASTM D6164 CTC-161-02-01 05/09/13
ASTM D6162 CTC-183-02-01 10/02/13
ASTM D6164 CTC-190-02-01 12/02/13
ASTM D 1970 CTC-199-02-01 01/22/14
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 9 of 42
Membrane Type: APP Modified
Deck Type 1I: Wood,Non-Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: One ply of All Weather/Empire Base Sheet,Yosemite Venting Base Sheet,Flexiglas Base
Sheet, Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base
Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below.
Fastening: Base sheet shall be lapped 4" and fastened with 1 I ga. annular ring shank nails and approved tin
caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c.
Ply Sheet: One ply of All Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase
(Optional) Base Sheet, Flexiglas Base Sheet,Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one
n1t) or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered in
a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self-adhered or Flintlastic
STA or Flintlastic APP Base T torch adhered.
Membrane: Flintlastic GTAlintlastic GTA CoolStar,Flintlastic GTA-FR or Flintlastic GTA-FR CoolStar
torc i a sere to base/ply sheet.
Surfacing: Any of the approved surfacing/coating options listed in Table 4.
(Optional)
Maximum Design -52.5 psf. (See General Limitation 47)
Pressure:
NOA No.: 14-0529.02
QMII-D DDE C=NTY
..., Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 23 of 42
i
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
I. 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, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ibf.,as
tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested,are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maxinnun design value listed within a specific system. Should
the fastener resistance be less than that required, as determined by the Building Official,a revised fastener spacing,
prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 1 17.
7. Perimeter and corner 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 11 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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 42 of 42