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HomeMy WebLinkAboutProduct Approval (3) pit 11 K mmfi� BCIS Home Log In User Registration Hot Topics Submit Surcharge ': Stats&Facts Publications j FBC Staff i BCIS Site Map Links Search Flodd3 =� Product Approval „�';�'; �t USER:Public User { = Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11288-R15 wq Application Type Revision FEB® q L^��� Code Version 014 6� 23 Application Status Approved PERMITTINJ12 St. Lucie County, FL Comments Archived t 7 Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email 18 Moores Road Malvern,PA 19355 (610)651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D.Harner Address/Phone/Email 18 Moores Road Malvern,PA 19355 (610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 171 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 F1 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 TAS 103 99 TAS 110 2000 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 Summar 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:No FL11288 R15 11 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- Approved for use outside -"V R15j)d 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 R15 AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- pertains to a particular application for R15.od 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. ..Ckl F-1, 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 emalls 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 hem Product Approval Accepts: W I'do M M Credit Card, Safe . EXTERIOR RESEARCH&DESIGN,.I.I.C. Certificpte of Authorization#9503 CppR 353GHRISTIAN STREET,UNIT#13 . TOR I G R! OXFORD;CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation'Report 11610.09.08-1116 18 Moores Road FL11288-1115 Malvern,PA 19355 Date of Issuance:09/03/2009_ Revision 16:.02/04/2016 SCOPE: This Eva. Report is issued.under Rule 61G20-3 and the applicable:rules'.and regulations governing the use of construction materials in th6'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 th,6 5th Edition (2014).;Florlda Building Code sections noted herein. . DESCRIPTION: CertainTeed Roof Underlayments - LABELING: Labeling shall be irnaccordance withahe 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., ADVERTISEMENTT-The Evaluation:Report number preceded by the words `.`TrinitylERD 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 r."equest:ofthe Building Officiate.' This Evaluation Report consists:ofpages 1 through 9. Prepared by: The facsimile seal appearing was authorized _ Robertl.M.Nieminen P;E. by Robert Nleminen,P.E.onQV04/2016 t':!>* ,�rr,4��tss, This does not ser4easanelectronically signed document.Signed,, 6orido Registration No.59166;,F1or1da.DC4 ANE1983- sealed harcicopies have been transmitted to the Product"Approval - Administrator and'tothe named client - CERTIFICATION OF INDEPENDENCE: 1, TrinityI 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. TrinityI ERD isnot 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 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 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. ' F7 [1 TR,I ITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: . Product.Category: Roofing Sub-Category: Underlayment Compliance Statement:. Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated compliance 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 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 2608 1523.6.5:2:1 Physical Properties TAS 103 1995 TAS 110 : Accelerated':Weathering TAS 110 2000 FRSA/TRI:April 2012(0442)' Underlayment Installation References 2012 3. REFERENCES: Enti 'Examination Reference Date ERD(TST6049) Physical Properties 07290.01.08 01/16/2008. ERD(TST6049) Physical Properties. 08440.04.08 04/28/2008 ERD(T5T6049) Physical Properties 09560.05.08 05/25/2008 ERD(TST6049) Physical Properties . C10080.09.08-111 •04/17/2009- ERD(TST6049) Physical Properties C12960.06.09 '06%02/2009 ERD(TST6049) Physical Properties 3530.12.05-1-111 10/05/2009 ERD(TST6049). Wind Uplift C8370.08.08-111 10/05/2009 ERD(TST6949) Physical Properties 3523.03.05-112 01/12/2010 ERD(TST6049) Physical Properties 030890.03.10-1 03/17/2010- ERD(TST6049) Physical Properties 63500.04.10 04/01/2010 ERD(TST6049) Physical Properties 031840.05.10 05/10/2010 ERD(TST6049): - Physical Properties C31860.05.10 .05/18/2010 ERD(TM049): Physical Properties C31850.05.10 06/25/2010 ERD(TST6049) Physical Properties 035460.05.11 06/16/2011 ERD(TST6049)': Physical Properties C34940.09.11-111 10/04/2011 ERD(TST6049). Accelerated Weathering C408405C .06/11/2012 ERD(TST6049) Physical Properties 040050.09.12-2 09/28),2012; ERD(TST6049): Wind Uplift C39670.08.12 '08/20/2012. ERD(TST6049). Physical Properties C3141010.10-R1 11/02/2012 . ERD(7576049) Physical Properties C45240.01.14-1_ 01/15/2014 ERD.(TST6049) Physical Properties 032930.01.11-112 01/20/2014 ERD(TST6049). Physical Properties C45240.01.14-2 01/24/2014 ERD(TST6049) - FM 4470 CTR-SC9920:01.16-111 01/20/2016 ERD(TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016 MTI(TST 2508) Physical.Properties DX08C4A 03/22/2004 NITF.(TST 2508) Physical Properties TX14136A-001 '02/27/2006 IVITF(TST2'508) Physical Properties 7X148613-002 03/13/2006 MTI(TST 2508) Physical Properties TX14136F-006 03/13/2006 MTI(7rST2508) Physical Properties TX1486E-005 03/13/2006 PRI(TST5878) Physical Properties CTC-034-02.01 11/24/2008 PRI(TST5878) Physical Properties CTC-075-02701 02/15/2011 PRI(TST5878) Physical Properties CTC-067-02-01 "08/08/2011 PRI(TSTS878) Wind Uplift CTG112-02-01 12/12/2011 PRI(TST5878). Physical Properties CTC-163.02-01(x3) 05/10/2013 Exterior Research and DeMgnJI.C.,. -Evaluation Report 11610.09.08-R16. Certificate of Authorization#9503 F1.11288-R15 Revision 16:02/04/2016" Page 2 of 9 TRINITY ERIC Enti Examination Reference Date;: PRI(T5T5878) Physical Properties CTG-184-02-01 11/18(2013 Ut;LLC.(QUA9625). Quality Control 5ervite Confirmation Up.07/03/2017 4. PRODUCT DESCRIPTION: 4.1, Self Adhering Underlayments: 4.1.1 WinterGuardym HT is a glass scrim reinforced;self-adhering,film-surfaced waterproofing underlayment. 4.1.2 • WinterGuard"I Sand is a glass mat reinforced,self-adhering;sand-surfaced waterproofing underlayment: . 4.1.3 WinterGuard'.". Granular is a glass mat reinforced, self-adhering, granule-surfaced waterproofing. underlayment. 4.1.4 MetaLaymenfm is a self-adhering,film-surfaced,waterproofing underlayment. 4.1.5 . : Black Diamond Base Sheet is a self-adhering;glass mat reinforced, fine-mineral surfaced :SBS modified roof under{ayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic 'SA PlyBase is a self-adhering, glass mat 'reinforced, film-surfaced, SBSmodified roof underlayment meeting ASTM .D1970 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, 5BS modified roof underlayment.meeting ASTM D1970 and ASTM 'D6164, Type I, 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 modified roof . underlayment meeting ASTM D6163, Type I;,Grade $:.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 I 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 I requirements. 4.2: Torch Applied Underlayments: 4.2.1 Flintlastic GTA is a torch-applied;pplyester reinforced,::granule=surfaced,.APP modified. roof underlayment. -= meeting ASTNID6222,Grade Gi Type I requirements', 4.3 sahaltJ3ap iedUnderlavments: 4.3:1 ,. Flintlastic GM3 in astic•Premium GMS is:an asphalt-applied, polyester reinforced,granule-surfaced,:.- SBS modified roof underlayment meeting ASTM D6164,Grade G.,Type l and II requirements,respectively. 4.4 MeichanicallyAttached Underlayments: 4:4:1 Flintlastic LSA NailBase is a glass mat reinforced,film-surfaced,SBS modified'roof underlayment meeting ASTM D4601, Type li requirements for use as a mechanically attached base-layer in multi-ply underlayment systems. 4.4.2 Roofers'.Select is an asphalt-impregnated, organic felt reinforced with glass fibers.,roofunderlayment meeting ASTM D6757 requirements. S. LIMITATIONS: 5.1 This.is a building code evaluation. Neither Trinity ERD.'nor Robert Nierriinen,.P.E..:are;'in°any way,the . Designer of Record for any project on which this Evaluation.Report,or previousversions.thereof,is/was used for permitting or design guidance unlessretained 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 agericyfor fire ratings of this product. Exterior Research and Design,U.C.. Evaluation Report 11610:09.08-R16. Certif tate of Authorization#9303 F111288-1115 - Revision`i6:02/04/2016' Page 3.of9 f 1.. TRINITYI ERCP 5.4 CertainTeed Roof Underlayments may be used with: any prepared roof cover where the product is specificallyreferenced 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 TABLE is ROOFCOVER©kiciNs" Asphalt Nail-on; Foam-On MortarWood = Underlayment Shingles Tile Tile. Set Tile Metal Shakes& State. Shingles Roofers'Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand or Granular Yes No No No No Yes Yes Black Diamond Base Yes No No No :No Yes 'Yes Yes Flintlastic SA Cap No Yes See-5.1 Yes No Yes Yes., Flintlastic SA Cap FR No Yes . No No No Yes Yes MetaLayment Yes No No No Yes Yes Yes- . Flintlastic GTA No. Yes See es Yes No Yes Yes. intlastic GMS or Yes e No Yes See 5.5.1 Yes No Yes Yes. 5.5.1 "foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion/long term aging_data&_oW an accredited testing laboratory is provided. 3M 5-ColMponent foam Roo i aKesive -160 IFL6332 : Flintlastic SA Cap, Flintlastic GTA, ntt�is c'G9Gf-5 'r F mt astir Rremium Dow ND'm Roof Tile Adh"esive (FL717): Flintlastic SA Cap; 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: r New or-existing plywood > FlintPrime or ASTM D41,primed new or existing-plywood. 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 GMSor Flintlastic Premium.GMS in hot asphalt to; >y FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch-applied to; FlintPrime or ASTM'D41 primed structural concrete. Exterior Research and.Design,lLC.. Evaluation Report 11610.09.08-1116 ceraf irate of Authorization#9503 FL11288-1115 Revision 16:02104/2016 Page 4 of'9 'J"' TRINITY ERL 5.6.2 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 201.2:(04-12)does not address wind uplift resistance of all Underlayment systems beneath - .foam-on or mortar-set tile 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 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 FRSA/TRI . April 2012(04-12),Appendix A,Table 1A or FBC 1609 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 7-105.0 psf: Deck: Min.15/32-inch plywood to meet project requirements tosatisfaction of AHJ.. - Primer: (Optional)FlintPrime,FlintPrime.SA or ASTM D41 Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered. Underlayment Flintlastic SA Cap,self-adheeed. #4 Maximum Design Pressure=-127.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime;-,FlintPrime SA or ASTM D41 Joints: Min.4-inch wide strips of Flintlastic SA PlyBase;self-adhered overall plywood.joints. Base Ply: (Optional)Flintlastic SA PlyBase;or Flintlastic SA Mid Ply;self-Adh_ered. Underlayment: Flintlastic SA Cap,self-adhered: All other direct-deck, adhered CertainTeed.underlayment systemsbeneath foam-on or.mortar-set tile. 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,Type I or 11 felt. > Black-Diamond Base Sheet, Flintlastic SA PlyBase, 'Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap,Flintlastic SA Cap FR self-adhered to:Flintlastic SA NailBase or ASTM D226,Type.l:or Il felt. 4FtSA Cap or FlintlasticSA Cap FRself-adhered toFlintlas" 1 Base or Flint{astcSA MidPly:MS r Flintlastic.Premium GMS'in hot asphalt t • ASTM D22 ; pe I or li felt;ASTM D2626 , STM 04601,Type 11 base sheet,Black;Diamond Base Sheet or Flintlastic Ultra GlassSA. Flintlastic GTA'torch=applied to: ASTM 0226;Type I or 11 felt;ASTM.02626_.felt,ASTM D4601,Type If base sheet;Black DiamondBase Sheet or Flintlastic Ultra:Giass SA. Exterior Research and Design,LLC.. Evaluation Report 11610.09.08-1116 Certificate of Authorization 7/9503 FL11288-R15 Revision.16:02/04/2016' Page 5 of 9 A r ki I5. i WA T p 1 J JERD 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 tile 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 loadresistance.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/1RI April 2012(04-12),Appendix;A,.Table IA.or._ FRC 1609 for determination of design wind loads. 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 in accordance with F,RSA/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. Commonly used methods are RAS 117, FM LPDS 1=29-and ANSI/SPRI WDi: Assemblies marked with an asterisk*carry the. limitations set forth in Section 2.2.1.5.1(a)of FM LPD51-29 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 AHJ. Base Sheet:. ASTM D226,.Type If felt or Flintlastic-SA NailBase . Fasteners: 12 ga.,19-inch long galvanized ring"shank nails through 32 ga.,,15/8-inch diameter fin caps Spacing: .6-inch o.c.at 4-inch laps and 12-inch o.c.attwo(2)equally spaced,staggered rows in the field'of the sheet. Base Ply: (Optional)Flintlastic SA PlyBase.or Flintlastic SA Mid Ply,. elf-adhered.- Underlayment: Flintlastic:SA Cap;self-adhered.- #6 Maximum Design Pressure =45.0 Dsf*: Deck: Min.15/32-inch plywood'to meetproject'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: -i9-inch o.c. at the 2-inch wide side-taps and 18-inch o.c. at two(2)equally spaced,staggered center. rows. Underlayment FlintlasticG,,MS'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 AHJ; Base Sheet:. :Glasbase Base Sheet, Flexiglas;Base Sheet; Flintlastic Base 20; All Weather/ Empire Base Sheet;: sFlintlastic Poly SMS Base;Flintlastic Ultra Poly SMS:Base or Yosemite Venting Base Sheet .,Fasteners: ' SimplexMAXX Cap Fasteners' . Spacing: 9-inch o.c.at then-inch wide side laps and 12-inch oxat 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 osf: Deck. ;Min.15/32-inch plywood to meet project requirements to satisfaction.of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: Min.1-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 SA Mid Ply,self-adhered. Underlaymentr Flintlastic SA Cap,self-adhered.. Exterior Research and Design;LLC: Evaluation Report 11610.09.08-R16 Certif7cate of Authorization#9503 FL11288-1115 Revision 16:02/04/2016- Page 6:02/04/2016"Page 6 of 9 u � a J Q. . T pit #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.,IX-inch long galvanized ring shank-nails through 32 ga.,15/,8-inch diameter tin caps Spacing:: 8-inch o.c.atthe.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 ofAHJ. Base Sheet: Glas.base Base Sheet; Fiexiglas Base Sheet; Flintlastic Base 20; All Weather/ Empiire.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 cap with 0A20-inch shank,diameter;,annular ring shank nails. Spacing: 6-inch o.c.at 47inch lap and 6-inch o.c.atfive(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 AHI. Base Sheet: Flintlastic SA NallBase Fasteners: 12 ga.,1X-inch long galvanized ringcshank nails through 32 ga.;.15/8-inch diameter timcaps 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. Underlaymerit:FlintlasticSACap,self-adhered. #12- 'Maximum Design Pressure=-90.0 psf Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI. 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 64nch 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 DesignPressure -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 heet;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 of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga.,SX-inch long galvanized ring shank:nails through 32 ga.,15/8-inch di'ametertin:caps Spacing: 4-inch o.c. at the min. 2-inch laps and 4-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. Exterior Research and Design;LLC., Evaluation Report 11610.09.08-1116 Certificate of Authorization#9503 FL11288 1115. Revision 16:02/04/2016. Page 7 of 9. I�A�i fes„ Gi �•,f` �.'la����,"' TRINITY JERD :: 5.7 Exposure Limitations: Roofers'Select shall not be left exposed for.Longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. Black Diamond Base,WinteeGuard HT, WinterGuard'Sand,.WinterGuard.Granular or MetaLayment shall not be left exposed for longer than 180-days after 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 . SA Cap,GTA,GMS or Premium GMS,in which case the.maximum exposure is 180 days: ' Flintlastic SA NailBase,Flintlastic SA PlyBase,Flintlastic SA.Mid Ply and Flintlastic Ultra Glass SA,for use as a base-layer in a multi-ply underlayment system, shall not be left exposed for longer than 30-days after installation,prior to placement of subsequent underlayment'layer. . 6. INSTALLATION: 6.1 CertainTeed+Roof Underlayments shall be installed in accordance with CertainTeed 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-primed the substrate(if applicable)... 6.3 Flintlastic SA"NailBase,Flintlastic SA PlyBase,Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase;Flintlastic SA PlyBase and Flintlastic,SA Mid Ply are.zlimited to use:as abase or mid- layer in multi-ply underlayment systems'beneath Flintlastic SA Cap,Flintlastic SA Cap FR: _ 6.3.2 Flintlastic-Ultra Glass SA is limited to:use as'a base-layer in multi-ply underlayment systems beneath' :. Flintlastic GTA,Flintlastic GMS or Flintlastic-Premium GMS: 6.3.3 install the ;base-layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer wiwaccorclance with the instructions outlined below for the.particular top layer underlayment. 6.3.4 Roof cover limitations are.thosear-e those:associated with the top-layer underlayment,setforth in Table 1. . 6.4 Black Diamond Base,Flintlastic SA Cap or SA Cap FR,WinterGuard or MetaLayment: 6.4:1 Shall be installed in compliance with current CertainTeed published installation .requirements and.FBC Section 1507 for the type of prepared roof"covering to be installed.. 6.4.2 =. :`. 'For Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section:5:6. Side laps shall be minimum-:4-inch and end-laps minimum 6-inch wide,,pressed firmly with a seam-roller, and:offset•end-laps minimum 2 feet from course to course. _Consult CertainTeed instructions.for use of FlintBond SBS Modified Bitumen.Adhesive;trowel grade, on. the 6-inch end laps and'T-seam detailing.' Consult CertainTeed instructions'regardingback-nailingrequirements. 6.4.3 For Tile Applications fFlintldstic SA Cap,SA Cap FR only):- Reference is made to FRSA/TRI April 2012(0442')'Installation Manual and Table 1 herein. Tile shall: be:.loaded and'staged in a..manner that :prevents tile slippage and/or .damage to the.. underlayrnent: 6.5: Flintlastic GTA: 6.5.1 Flintlastic GTA 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,5th Edition and Table 1 herein. Exterior Research and Design,LLC. Evaluation Report 11610.09.08-R16 Certificate of Authorization#9503 FL11288 R15 Revision 16:02/64/2016 Page 8 of.9 4 Y Q0TP-..1N1_rYjERD 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 file slippage and/or damage to. the underlayment. 6:5.4 . Consult CertainTeed instructions regarding back-nailing requirements. 6.6 Flintlastic GM a Flintlastic;,Premium GMS:. 6.6.1 F int astic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed pub lished.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 end4aps 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 3/8-inch beyond•the lap edge. 6.6.3 -rile shall be loaded .and staged in a manner that prevents tile slippage and/or damage to the e underlayment. 6.6.4 Consult CertainTeed instructions regarding back-nailing requirements. 6.7 Roofers'.Select: 6.7.1 Standard-Slope Application(4:12 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 4--inch 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 Ar plication (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 applyinga 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"succeeding 36-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 fold in place. 6.7.3 . Eaves Flashins for Ice Dam Protection (ali slopes):" Eaves flashing may be constructed from self-adhering. waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofes Select cemented together with asphalt roofing cement(ASTM D 4586,Type ll). Eaves flashing should,be installed to a level of at least 24-inch'inside the interior wallline,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. $. MANUFACTURING PLANTS:. Contact the manufacturer or the named QA entity for information,on plants covered under Rule 61G2073 QA 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 11610:09.08-1116 Certificate of Authorization#9503 FL11288-R15 Revision 16:02/64/1016, Page 9 of 9