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FL# FL11288-1115 FEB 2 7 201?
: pP Type Application T e Revision
Code Version _0 PERMITTING
Application Status Approved 5t. Lucie County; FL
Comments MOM FASTENERS OR ATTACHMENTS
Archived i7
AAE THE RES MIRM OF THE
Product Manufacturer CertainTeed Corporation-Roofing �,..�■
Address/Phone/Email 18 Moores Road I
Malvern,PA 19355
(610)651-5847
mark.d.harner@saint-go"fA PLANS ANID ALL PROPOSED YYUhx
Authorized Signature Mark Harner �'-ARE SUBJECT TO ANY CORRECTIONS
mark.d.harner@saint-goba� � IRED BY FIELDy�IINQpSP1�E/C�pTORf�S ThiAT
Technical Representative Mark D.Harner ItdY9Y IVEIaEsUNYl9';I9id�aYd®EYL T®',.:
Address/Phone/Email 18 Moores Road
Malvern,PA 19355 `COMPLY SON i�A ALLAPPLICABLE CODES.
M 1._ ®a c�
(610)651-5847
Mark.D.Harner@saint-gobain.com
ST.LUCK'COUN- 'BUTT Dr7 G D111VZSION
Quality Assurance Representative REVIEWED FOR CO�,,,,IAI T
Address/Phone/Email �' CE
✓�'�
JicLV: 3''rrEO' ��
Category Roofing DATE I�///PLANS AN PEOUT MUST BE KEPT ON JOT'
Subcategory Underlayments OR NO INSPECTION WILL BE MADE.
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 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 07/03/2017
Validated By John W.Knezevich,PE
El Validation Checklist-Hardcopy Received
Certificate of Independence FL11288 R15 COI 2016 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D4601 2004
ASTM D4869 2005
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6757 2007
FM 4474 2004
FRSA/TRI April 2012(04-12) 2012
r
y C v Fj tri a/ y' P
TAS 103 y i'�t:��:� '•�1995w' :1
TAS 110 2000
r� Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/14/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02/17/2016
Date Approved 04/12/2016
Summary of Products
FL# Model,Number or Description
Name
11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings.
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:NoFL11288 R15 II 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
Approved for use outside R15.odf
HVHZ:Yes Verified By: Robert Nieminen PE-59166
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-555.0 Evaluation Reports
Other: 1.)The DP in this application FL11288 R35 AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
pertains to a particular application for R15.Ddf
use in adhesive-set tile applications. Created by Independent Third Party:Yes
DP is N/A for underlayments installed
beneath mechanically attached
prepared roof covers.2.)Refer to ER
Section 5 for other Limits of Use.
Back PJext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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 e-mail address released In response to a public-records request,do not send electronic
mail 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,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails 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 with 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:
C�ed'it,Card,
Safe's
y - EXTERIOR RESEARCH&DESIGN,LLC.
jCertificate of Authorization#9503
z � 353 CHRISTIAN STREET,UNIT#13
ERCP OXFORD,CT 06478
PHONE:(203)262-9245
FAX:*(203)262-9243
EVALUATION REPORT
CertainTeed Corporation Evaluation:Report 11610:09.08-1116
18 Moores Road TL112$&R15
Malvern,PA 19355 Date of issuance:09/03/2009
Revision 16:02/04/2016
SCOPE:
This Evaluation Report is issued under.Rule 61G20-3 and theapplicable 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 5u' Edition (2014).Florida Building Code.
sections noted.herein.
DESCRIPTION: CertainTeedRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPuANCE: This Evaluation Report is valid until such-time•as the named-.pr.oduat(s)::changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that.relate tothe 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 IERD: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: "TnnitylERD. 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 shaIf be.available,for inspection.at the job site atthe requestbf'the Buiiding,OfficiaL
This Evaluation_Report consists of pages 1 through 9.
Prepared by:
_ 7hefacsimileseal appeantgwas authorized -
Robert.J.M.Nieminen,P.E. 1,, `i ''•� bylt6bertNleminen PE on0"/2016
!moi„`rS,latirs This does not serve as an electronically signeddocumem.Signed
Florida Registration No.59166,•Florida DCA ANEI-83 sealed hardcopies have been transmitted to the ProductRppreval
Administiator and to the:named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity[ERD'does not 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 Nieminen,.P.E.does not have nor will acquire,a financial interest imany company'manufacturing or distributing.pioducts for
which the evaluation reportsare being issued.
4. Robert-Nieminen,P.E.does not have;nor will acquire;a financial.interest in anyotheventity.involved in the approval process of-the
product.
5. This is a building code evaluation. Neither Trinity]ERD 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.
! RINITY{ERD
i'
I
ROOFING COMPONENT:EVACUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category.: Undedayment
Compliance Statement: . Roof Underiayments, as produced by CertainTeed Corporation, have demonstrated
compliance with the following sections of the Florida Building Cade 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
1504.3.1 Wind Uplift FM 4474 2004
1507.2.3 Physical Properties ASTM D226 2006
1507.2.3 Physical Properties ASTM D4869 2005
1507.2.3 Physical Properties ASTM D6757 .2007
1507.2.4,1507.2.9.2,1507.5.3 Physical Properties ASTM D1970 2009
1507.10.2 Physical Properties ASTM D4601 2004
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2408
1523.6.5.2.1 Physical Properties TAS 103 1995
TAS 110 Accelerated Weathering TAS-110 2000
FRSA/TRI April 2012(04-12) Underlayment Installation References 2012
3. REFERENCES:
EntitV Examination Reference Date
ERD(TST6049) Physical Properties 07290.01.08 - 01/16/2008
ERD(TST6649) Physical Properties C8440.0k.08 04/2812608
ERD(TST6049) Physical Properties C9560.05A8,. 05/25/2008
ERD(TST6049) Physical.Properties 010080.09.08-111. 04/17/2009
ERD(TST6049). Physical Properties C12960.05.09 06/02/2009
ERD(TST6049) Physical Properties 3530.12.05-1-RS 10/05/2009
ERD(TST6049) Wind Uplift 08370.08.08-111 10/05/2009
ERD(TST6049) Physical Properties 3523:03.05-R2 -.01/12/2010
ERD(TST6049) Physical Properties C30890.03.10-1 03/17/2010
ERD(TST6049) Physical-Properties C3560.04.10 04/01/2810
ERD(TST6049) Physical Properties C31840.05.10 05/10/2010
ERD(TST6049). Physical Properties C31860.05.10 05/18/2010
ERD(TST6049) Physical Properties C31850.06.10 Ofi/25/2010
ERD(TST6049) Physical Properties 035460.05.11 06/16/2011
ERD(TST6049) Physical Properties. C34940.09.11-RS 10/04/2011'
ERD(TST6049) Accelerated Weathering C408405C .06/11/2012
ERD(TST6049) Physical Properties C40050.09.12-2 09/28/2012
ERD(TST6049.) Wind Uplift C39670.08.12 08/20/2012
ERD(TST6649) Physical Properties C31410A0.10-R1 11/02/2012
ERD(TST6049) Physical Properties 045240.01.14-1. 01/15/2014
ERD(TST6049) Physical Properties C32930:01.11-112 03/20/2014
ERD(TST6049) Physical.Properties C45240.01.14-2 01/24/2014
ERD(TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016
ERD(TST6049) Wind Uplift CTR-SC10420:01.16 01/25/2016
MTI-(TST 2508) Physical Properties DX08C4A 03/22/2004
MTI(TST 2508) Physical Properties TX14B6A-001 02/27/2006
MTI(TST 2508) Physical Properties TX1486B-002 '03/13/2006
MTI(TST 7508) Physical Properties. TX1486F-006 03/13/2006
MTI(TST:2509) Physical Properties. TX14B6E-005 03/13/2006 .
PRI(TST5878) Physical Properties CTC=034-02-01 .11/24/2008
PRt(TST5878) PhysicalProperties CLC-07S-02-01 02/15/2011
PRI(TSTS878) Physical.Properties CTC-067-02-01 08/08/2011
PRI(TST5878) Wind Uplift CTC-112-02-01 12/12/2011
PRI(TST5878) Physical Properties CTC-163-02-01(x3). 05/10/2013
Exterior Research and Design,LLC. Evaluation Report 11610.09.-MR16
Certrirate of Authorization#9503 FL11288-R15
Revision 16:02/04/2016
Page 2 of 9
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1d,
■ l III ERD
Emit( Examination Reference_ Date
PRI(TST5878) Physical Properties CTC-.189-02-01 11/18/2013
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/03/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlavments:
4.1.1 WinterGuard7A'HT is a glass scrim reinforced,self-adhering,frim-surfaced waterproofing underlayment.. .
4.1.2 WinterGuard'°'Sand is a glass mat reinforced,self-adhering,sand--surfaced waterproofing underlayment.
4.1.3 WinterGuard'm Granular is a glass mat reinforced, self-adhering, granule-surfaced waterproofing
underlayment.
4.1.4 MetaLaymentTm is a self-adhe ring,.film-surfaced,waterproofing underlayment.
4.1.5 Black Diamond Base Sheet is a self-adhering,glass mat reinforced, fine-mineral surfaced, SBS modified
roof underlayment meeting ASTM D1970 requirements:
4.1.6 Flintlastic 'SA PlyBase is a self-adhering, glass .mat reinforced, film-surfaced, SBS modified roof
underlayment meeting ASTM D1976 requirements for use as a base-layer in multi-ply underlayment.
systems.
4.1.7 Flintlastic SA Mid Ply is a self-adhering,,:,polyester"reinforced, film-surfaced, SBS modified roof
underlayment meeting ASTM D1970.and;ASTM D6164, Type:l;Grade S requirements for use as a base
layer in multi-ply-underlayment systems.
4.1.8 - Flintlastic Ultra Glass SA.is a self-adhering,glass.mat reinforced,fine-mineral surfaced;SBS modifiedroof
underlayment meeting ASTM:06163, Type 1, Grade-S requirements for-use as a base-layer in multi-ply
underlayment systems.
4.1.9 Flintlastic SA Cap FR is a self-adhering,glass mat reinforced,,granule-mineral surfaced,SBS modified roof
underlayment meeting ASTM D6163,Grade G.Type 1 requirements.
4.1.10 Flintlastic SA Cap is a self-adhering, polyester reinforced,.granule-mineral surfaced, SBS modified roof
underlayment meeting TAS 103 and ASTM.D6164,Grad G,Type l requirements.
4.2 Torch Applied Underlayments:
4.2.1 Flintlastic GTA is a torch-applied,polyester reinforced,granule-surfaced,APP modified roof underlayment
meeting ASTM.:D6222,Grade G,Type I requirements.
4.3ha1t.A p red Underlavments:
4.3.1 Flintlastic:GMS r: in astic.Premium GMS is an asphalt-applied,.polyester reinforced,granuie-surfaced,
SBS modified roof underlayment meeting ASTM D6164;Grade G,Type I and it requirements,respectively.
4.4 Mechanically Attached Underlavments:
4.4.1 Flintlastic SA NailBase is a glass mat reinforced;film-surfaced,SBS modified roof underlayment meeting
ASTM D4601, Type 11 requirements for use as a mechanically attached base-layer in multi-ply
underlayment systems.
.4.4.2 Roofers' Select is an asphalt-iinpregnate-d.. organic felt reinforced -with glass fibers roof underlayment
meeting ASTM.D6757 requirements.
5. LIMITATIONS:
5.1 This is a building.code evaluation. Neither TrinitylERD nor Robert Nie.minen,-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 HVHZ.
5.3 Fire Classification is not part of this,Laboratory Report, refer to current Approved Roofing Materials
Directory,or test report from accredited testing agency-;for fire ratings of this product.
Exterior Research and Design,U.C. Evaluation Report 11610.09:08-1116
Certificate ofAvthorization#9503 FL11288-RIS
Revision M02/04/2016 .
Page 3 of
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5.4 CertainTeed 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:
Wood
Underlayment Asphalt Nail-On Foam-on Mortar- Metal. Shakes& Slate
Shingles Tile. Tile Set Tile Shingles
Roofers'Select Yes No No No No No No
WinterGuard HT Yes No No No Yes Yes Yes
WinterGuard Sand Yes No No No No Yes Yes
or Granular
Black Diamond:Base Yes No No No I No. Yes Yes
Flintlastic SA Cap No Yes See es Yes No Yes Yes.
Flintlastic SA Cap,FR No Yes No. No No Yes Yes
MetaLayment Yes No No No Yes Yes; t Yes
Flintlastic GTA No Yes S�es Yes No Yes Yes
intlastirGMSor Yes
No Yes Yes No Yes Yes
P1 a See 5.5.1
5.5.1 "Foam-On Tile" is limited to use of the following Approved file adhesives unless tensile adhesion/long
term agin daan accredited testing laboratory is provided.
3M 2-Component Foam Roof 1-THF-Ad esive -160 fL6332 : Flintlastic SA Lap, Flintlastic GTA;
n t s c S in antic Premium
Dow ND'"' Roof Tile Adhesive (FL717): Flintlastic'SA Can,Flintlastic GMS or Flintlastic Premium
GMS
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
WinterGuard HT,WinterGuard Sand,WinterGuard Granular or MetaLayment self-adhered to:
New or existing,plywood
FlintPrime or ASTM'D41 primed new or existing.piywood.
Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA
Cap or Flintlastic SA Cap FR self-adhered to:
New or existing plywood;
> FlintPrime,,FlintPrime SA or ASTM D41 primed new or existing plywood;
> FlintPrime,'FlintPrime SA or ASTM D41.primed structural concrete.
Flintlastic GMS or Flintlastic Premium-.GMS in hot asphalt to: -
> FlintPrime or ASTM D41 primed structural concrete.
Flintlastic GTA torch-applied to:
i► FlintPrime or ASTM D41 primed structural concrete.
Exterior Research and Design,U.C. Evaluation Report 11610.09.08-1116
Cerate ofAuthoruation#9503 FL11288-RlS
Revision l6:02/04/2016
Page 4 of 9
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TRI lTYERD
5.6.2. 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 or mortar-set file systems,where the underlayment forms part of the load-path. The following
wind uplift limitations apply>to underlayment.systems,that are-not'addressed:in FRSA/TRI April 2012(04-
12) and are used in foam-on or mortar-set the 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 FRSA/TRI
April 2012(04-12),Appendix A,Table 1A or FBC1609 for determination of design wind loads.
#1 Maximum Design Pressure=-240 psf:
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: FlintPrime or ASTM:D41.
Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA,self-adhered.
Underlayment: Flintlastic GTA, torch-applied or Flintlastic.GMS or Flintlastic Premium.GMS, applied in hot
asphalt.
#2 Maximum Design Pressure=-555 psf:
Deck: Structural;concrete to meet project requirements to satisfaction of AHJ.
Primer: FlintPrime,FlintPrime SA or ASTM D41.
Base: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
#3 Maximum Design Pressure=-105.0 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction.of AHJ.
Primer: .(Optional)FlintPrime;FlintPrime SA or ASTM D41
Base Ply: (Optional)Flintlastic SA PlyBase or Flmtlastic'SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
#4 Maximum Design Pressure 7127:5 psf:
Deck: Min.19/324nch plywood to meet project requirementsto satisfaction of AHJ:
Primer: FlintPrime,FlintPrime SA or ASTM D41
Joints: Min.flinch wide strips of Flintlastic SA PlyBase,self-adhered over all plywood joints.
Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
All other.direct-deck, adhered CertainTeed underlayment systems beneath foam-on or mortar-set the
systems carry a Maximum Design Pressure of-45 psf.
5.6.3 Bond to:Base Sheet:
WinterGuard HT, WinterGuard.Sand, WinterGuard.Granular or Metal.ayment self-adhered to: ASTM
D226,Typed or 11 felt.
Black Diamond Base Sheet, Flintlastic SA PlyBase; Flintlastic SA Mid Ply,.-Flintlastio Ultra Glass SA,
Flintlastic SA Cap,Flintlastic SA Cap FR self-adhered:to:Flintlastic SA NailBase or ASTM D226,Type I or
It felt.
�> F:�*! A or Flintlastic SA_Cap FR self-adhered to Flintla 1 Base or Flintlastic SA MidPiy.
r Flintlastic Premium GMSin.hot asphaltt • ASTM.D22 , pe I or II felt;ASTM D2626
felt,ASTM D4601,Type 11 base sheet,Black Diamond.Base Sheet or Flintlastic Ultra Glass SA.
> Flintlastic GTA torch-applied to: ASTM D226,Type I or Il felt;ASTM D2626 felt,ASTM D4601,Type li
base sheet,Black Diamond:Base Sheet or Flintlastic Ultra Glass SA.
Exterior Research and Design,LLC. Evaluation Report 11610.09.WR16
Cert1ficate of Authodurtian#9503 F1.11288-1115
Revision 16;02/04/2018
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TRINITYIERD
5.6.3.1 For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on or mortar-set the systems, base layer
shall be attached per minimum requirements of FRSA/TRI April 2012 .(04-12), but: not less than that
detailed below. 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 FRSA/TRI April 2012.(04-12),Appendix A,Table 1A or
FBC 1609 for.determination of design wincd.oads.
5.6.3.2 For mechanically attached base sheet in.a.2-ply system, the maximum design pressure for the selected
assembly shall meet or exceed the.Zone 1_design:pressure determined: n:accordance with FRSA/TRI April .
2012 (04-12), Appendix A, Table 1A or FBC 1609'. Zones:2-and 3 shall employ an:attachment density
designed-by a qualified design professional to-resist the elevated pressure criteria: Gornmonly used
methods are RAS 117,FM LPDS 1-29 and ANSIJSPRI WD1. Assemblies marked.with an asterisk*carry the
limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements
#5 Maximum Design Pressure=-37.5 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AH1.
Base Sheet: ASTM D226,Type 11 felt or Flintlastic SA NailBase
Fasteners: 12 ga.,IY inch long galvanized ring shank nails.through.32 ga:,15/84nch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch laps and 12-inch o.c.,at two(2)equally spaced,staggered rows in the field of
the sheet.
Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment:-Flintlastic SA Cap,self-adhered.
#6 Maximum Design Pressure=>-45.0 osf*:
Deck: Min.15/32-inch'plywood to meet project requirements to satisfaction of AH1.
Base Sheet: Glasbase Base Sheet; Flexiglas'Base Sheet;. Flintlastic Base 20; All,Weather J'Empire Base Sheet,•
Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MARX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide Mde.laps and 18-inch o.c.at two(2)equally spaced,staggered center
rows.
Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
#7 Maximum Design Pressure=-52.5 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AH1.
Base Sheet: Glasbase Base Sheet, Flexiglas Base Sheet;.Flintlastic Base 20; All Weather/ Empire Base Sheet;
Flintlastic.Poly SMS Base;Flintlastic-Ultra Poly;SMS'Base or Yosemite Venting Base Sheet
Fasteners: Simplex MARX Cap Fasteners
Spacing: 9-inch o.c.at the.2-inch wide side laps and.12-inch o.c.at,two-(2) equally spaced,staggered center
rows.
Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
#8 Maximum Design Pressure=-52.5 psf;
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI.
Base Sheet: Flintlastic SA NailBase
Fasteners: Min.i-inch long,12 ga.Simplex Metal Cap Nails
Spacing: 6-inch o.c. at the min.2-inch laps and 6-inch o.c. at four.(4)equally spaced,staggered rows in the
field of the sheet.
Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SAMid Ply,self-adhered.
Underlayment:Flintlastic SA Cap,self-adhered.
ExteriorResearch and Design,LLC. Evaluation Report 11610.09:08-R16
Cert47cate of Authoriiadba x9503 Ft11288=R15
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#9 Maximum Design Pressure=-60.0 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga.,1Y-inch long galvanized ring shank nails through 32-ga.,1 5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the.min.2-inch laps and 8-inch o.c,at three(3)equally spaced,staggered rows in.the
field of the sheet.
Base Ply: (Optional}Flintlastic SA PlyBase.or Flintlastic SA Mid Ply,self-adhered.
Underlayment::Flintlastic SA Cap,self-adhered.
#10 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements.to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas.Base Sheet, Flintlastic Base 20; All Weather/ Empire Base Sheet;
Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Cap.nails:1-inch diameter,0.032-inch thick metal tap with 0.120-inch shank diameter,annular ring
shank nails
Spacing: 6-inch o.c.at 4-inch lap and 6-inch o.c.at five(5)equally spaced,staggered center rows in the field of
the sheet
Underlayment:.Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt.
#11 Maximum Design.Pressure= 75.0 psf:
Deck: Min.19/32-inch plywood to meet project.requirements to satisfaction of AHJ...
Base Sheet: Flintlastic-SA NailBase
Fasteners: 12 ga.,1%-inch long galvanized:ring shank nails through 32:ga.i 15/8-inch diametertin caps
Spacing: 6-inch o.c.at the min. 2-inch laps and 6-inch o.c.at four(4)equally spaced,staggered rows in the
field of the sheet.
Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment:Flintlastic SA Cap,self-adhered. .
#12 Maximum Design Pressure=-90.0 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ:. -
Base Sheet: Glasbase Base Sheet;:Flexiglas Base Sheet; Flintlastic Base 20;All:Weather/ Empire Base:Sheet;
Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS:Base or Yosemite Venting?Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: . 64nch o:c.,at the 2-inch wide side laps and 6-inch o.c. at two(2) equally spaced,staggered center
rows.
Underlayment;Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt:or Flintlastic GTA,torch-applied.
#14 Maximum.Design Pressure=-105.0 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas:Base Sheet; Flintlastic Base 20; All Weather/Empire Base Sheet;
Flintlastic.Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced,staggered center.
rows.
Underlayment:Flintlastic GMS or Flintlastic Premium GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
#15. Maximum Design Pressure=-105.0 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction.ofAH1.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin.caps
Spacing: 4-inch o.c. at the min.24nch laps and 4-inch o.c.at four(4)equally spaced,staggered rows in the . .
field of the sheet.
Base Ply:_ (Optional)Flintlastic 5A PlyBase.or Flintlastic SA Mid Ply,self-adhered.
Underlayment:Flintlastic SA Cap;self-adhered.
Exterior Research and Design,I.I.C. Evaluation Report 11610.09.0&R16
CertifFcate of Autharuatioa#9503 FL11288-R15
Revision 16:02/04/2016
Page 7 of 9
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Roofers' Select shall not 6eheftexposed for longer than after installation.. Refer tuinstallation
instructions specific toonbdpatedevposoreinSec*on,6" �
Black Diamond Base,WinterGuard HT,WinterGuard Sand, WinterGuard Granular or MetaLayment shall
not beleft.exposed for longer than 180-daysafter installation.
Flintlastic SA Cap,Flintlastic SA Cap FR,Flintlastic GTA, Flintlastic GMS or Flintlastic.Premium GMS do not
have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile atop Flintlastic
SACap,GTA,GK86orPremium GMS,inwhich case themaximumexposure is18Odays.
Flintlastic SA NailBase,Flintlastic-SA PlyBase,Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA,for use as
abauelayarinumulti-ply undedayo`entsystem,shall not.'hgleft exposed for longer than 30-daysafter
installation,prior toplacement ofsubsequent bndedaymentlayer.
6. KmszALaAomm:
6.1 CertainTeedRoof Undedayments.shaU.beinstalled inaccordance with CertainTeed published install.ation
requirements subject to the Limitations set forth in Seqi=5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check fmrprotru6ihgnail bea6� Sweep the substrate'thoroughly-
to removeanydustanddebdsphortoapp|icado .andpdmedthe substrate(if applicable).
�3.
6.11 Flintlastic SA NailBase,Flintlastic SAPly nd Flintlastic SA Mid Ply are.,limited to useuvobase ormid-
layer innnulti-plyundedaynaeotsYsteynsbeneathFOntlastic5ACap,FlintlasticSA Cap FR. '
.6.3'2 ' FkntlasticUltra Glass SA is]imiied rin multi~ply.undedaymentsystems beneath'
FkntlasticGTAjFUntlaaUcGM�mr�int�o��PremhumGxxS.
-
6.3.3 the
CertainTeed published installation instruction�foUowed.bvthe findu �yerh7accordance'
w�hthe h`�ru��nsoutlined 6o�wfmrthe pa�cubmtop4oYmrundedaYmenL
63A Roof cover limitations are those are those.associated with the top-layer underlayment,set forth in Table
l
6.4
6�.1 ShaU.6e installed in compliance with cunent ' published installation requhemants and F8C
,Section 150Tfor the type ofprepared rouf,covering.tobeinstalled.
6�.2
5haUbefuVyself-adhered tmthe substrates noted in and
end4apsminimum 6-inchwide pressed:firmly with a'yeam-nd/er, and'offset endJapsminimum 2feet
fromcourse tocourse.
'
Consult CertainTeedinstructions for use ofFlintBond'SBSModified Bitumen Adhesive, trowel grade,on
the 6-inchend laps and T-s,eamdetailing.
Conuu|tcenainTcedinstructions regarding back-nailing requirements.
' 6.4'3 For Tile Applications(Flintlastic SA Cap,SA Cap FR only):
Reference is madetoFnSA/T8April 2612,| Installation Manual and Table Iherein.
` ' Tile shall be loaded and staged in a manoer'that Orevents tile slippage damage to the
unde,layment.
6.5 Flintlastic GTA:
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6.5.1 . FUntlastic GTA. shall' be installed in compliance VWith current Certain.Teed published installation
requkanmenb' For use in tile applications, reference ismade to FRSAITRI April 2012(04-12) Installation
Manual,5th Edition and Table Iheren'
Exterior Research and oesigxac Evaluation Report 1zo10.uy49-a16
u"*ncaten*uumabaffa"MOM puoso-RIS
Revision 16:02/64/2016
:Page wof i
'
TTRRINITYI-ERD
6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps
shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end-laps minimum 3
feet from course to course. Side and end-laps shall be fully heat-welded and inspected to ensure
minimum 3/8-inch flow of modified compound beyond the lap edge.
6.5.3 Tile shall be loaded and staged in a manner that .prevents the slippage and/or damage to the
underlayment.
6.5A Consult CertainTeed instructionsregardingback-nailing requirements. .
6.6 Flintlastic GMS a Flintlastic Premium GMS:
6.6.1 F intiastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed
published installation requirements. For use in tile applications,reference is made to FRSA/TRI April 2012
(04-12)Installation Manual,Sth Edition and Table 1 herein. -
6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt-applied to the substrates noted in
Section 5.6. Side(horizontal)laps shall be minimum 3-inch and end(vertical)laps.minimum 6-inch wide;
and offset end-laps minimum 3 feet from course to course. Side and end-laps shall be fully adhered in a
complete mopping of hot asphalt with asphalt extending approximately 3/p=inch beyond the lap edge.
6.6.3 Tile shall be loaded and staged in a manner. that prevents the slippage <andjor damage to the
underlayment.
6.6.4 Consult CertainTeed instructions regarding back-nailing requirements.
6.7 Roofers'Select:
6.7.1 Standard-Slope Application 14:12 and greater): Starting at the lower edge of the roof,apply a single layer
of Roofers'Select parallel to the eaves,overhanging drip edge by%-inch. Overlap ends(vertical laps).at
least 44nch and sides(horizontal laps)at least 2-inch: Offset end laps from course to course at least.6-
feet:Apply flat and unwrinkled,fastening as required to hold in place.
6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof,cover the entire deck by
applying a double layer of Roofers'Select parallel to the eaves. Begin by applying a 19-inch wide starter
strip of Roofers'Select along the eaves,overlapping the drip edge by:%-inch.Place a full-width sheet over
the starter,with lower edge flush to.the starter's lower edge. Apply succeeding36-inch wide courses up
the roof slope,overlapping the previous course by.19-inch in"shingle-fashion". Overlap ends at least 12-
inch. Offset end laps from course to.course at least 6-feet. Apply flat and unwrinkled; fastening.as
required to hold in place.
6.7.3 Eaves Flashing for Ice Dam Protection tall slopes):.Eaves flashing may be constructed.from self-adhering
waterproofing underlayment holding Florida Product Approval,or by applying a double layer of Roofers'
Select cemented together with asphalt roofing cement(ASTM D 4586,Type II). Eaves flashing should be
installed to a level of at least 24-inch inside the interior wail line,or in areas of severe icing,at least up to
the highest water level expected to occur from ice dams to the satisfaction of the Authority Having
Jurisdiction.
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 manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA
requirements.
6. QUALITY ASSURANCE ENTITY:
UL, LLC.—QUA9625;(414)248-6409;karen.buchmann@ul.com
-END OF EVALUATION-REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 1.1610.09:08=R16
CerfircaW of Ruthorization.0503 FLU288-R15. .
Revision 16:02/04/2016
Page 9 of 9