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Home My WebLink AboutProduct Approval A CxsS: r+;- PiSCU Rc� } i re tce. 3/r2VES� .i v r- VA SAB WAL.: F. Rau. v Cl Cl 5 UARE t35 x t•b3 v L Florida Building Code Online Page 1 of 2 Susiness ProfesSiOIW v L^QK0,'kPa.-1 ,z SCIS Horne : Log In. USer RCg(Srabori " Not Topics Subrmt Surcharg> Stats R FactsPutdiaoais FSC Stair ? BCIS Site mai '; Gr.Iks starch i BUS CpI�Sg P %nse al0.— Product Approval Puhk USS Regu ati5cm r�i.SS.acis>+w.(ti,.atim:Ur,>AWllcatlon Retail FL# FLS259-R23 Application Type Revision Code Version 2014 Appllcabon Status Approved Comments 04/27/2015 Archived - Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 Ext 242 jaklns opolyglass,com Authorized Signature James Akins jaidn s opolyglass.com Technical Representative Steve Wadding Address/Phone/Enwil 150 Lyon Drive Fernley,NV 98408 (502)363-7139 stevew@poi yglass.com Quality Assurance Representative lames Akins Address/Phone/Email SS5 oakridge Road Humboldt Industrial Pkwy Hazleton,PA 18201; (800)894-4563 j a ki n s @pol yg lass:co m Category Roofing Subcategory Undertayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated 6y John W. Knezevicht PE e Validation Checklist- Hardcopy Received Certificate of Independence ELSZ59 R33C01,Zola al Col Nlarnmen.M9 Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 !ASTM G154 2006 ASTM G1SS 2005 FM 4474 2004 http:/!www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgvbSgAaZp3 Crlc2... 7/2/2015 Florida Building Code Online Page 2 of 2 FRSA/Ml April 2012 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Gode Product Approval Method Method I Option D Date Submitted 04/241201S Date Validated 05/01/2015 Date Pending FBC Approval 05f03/2015 Dabs Approved 06/23/2015 Summa'ry of Products Ft# Model,Number or Description Name 525911 Polyglass Root Roofing undetlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL5252 RZ3 11 2015 OS FINAL ER PO 4ENTS FL5259- Approved for use outside 4 HVH :Yes P I z 3j& Impact Resistant:NIA Verified By: Robert Nlemlnen PE-59166 Design Pressure:+N/Af-622.S Created by Independent Third Party:Yes Other:1.)The design pressum In this Evaluation Reports application relates to one particular FL5259 R23 A"qiAA!j_BNAL ER POLYGLASS UNDERLAfFir NTS FL 2 undedayment system(over concrete RZ�34pi)f deck)for use under roam-on tile systems Created by Independent Third Party:Yes (where the undertayment formspart of the load-path).Refer to ER Secti 5:6.4 for other systems,other deck types. associated maximum design pressures. 2.)Refer to ER Section 5 for other 11 mits of use. C_qAdCLW5 :1940 North Tlie state,of Florida is imAonvEeo employer.Copynght M7-2013 5l;a!tVf_F_1Td8 Ffivacy,stalem—e :AZtssltill ty Statement..: genu id sottmerit Under Reticle Ia., rn eaill addressersare putAlc itcords.If you do not want y"e-mail address itleased in resfohse Ird a public-reeords rtcluest,do not send of ecirchic malt to this entity.instead,contact the office by phone;Ybv traditional mail.lfy�havt any Westions,please contactE;50.487.139S.-Pursuaritto Se CUM 455 275(1),Florida Gtatutes,effective Octvber 1,2012,licensees licensed under.Chapter 455,F.S.mustprovide lit Department with an email address if they have ore:lbe erneals providedmay he used for official communication with the licensee.However email addresses are putilf',record,rf you do not wish to supply a oersorial address,please provide if*Department with an emall address which Can be made availatile W the public,To determine if you am a licensee under Chapter 455,F.5,,please ckk hLre_. product Approval Accepts: ft 44 0 ii'muritvAli.,is go= http:/,,'w-ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvbSqAaZp3Crk2 .. 7/2f2015 EXTERIOR RESEARCH&DESIGN,I.I.C. µ-... .r Certificate of Authorization#9503 ``',, J TR1N1Tr 1 ERD 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-R20 150 Lyon Drive FL5259-R24 Fernley, NV 98408 Date of Issuance:02/24/2009 Revision 20:07/22/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass 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 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 "Trinity I ERD 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 12. Prepared by: :t - The facsimile seal appearing was authorized by Robert Nieminen, P.E.on 07/22/2015. This does not serve as an electronically Robert J.M.Nieminen,P.E. signed document. Signed,sealed hardcopies have been •,, 5� «..•.�, . Florida Registration No.59166,Florida DCA ANE1983transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD 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 I 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 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. S. 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. a _ ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., 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 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9.3 1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: inifty Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRIO1111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties 1X20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/2015 Page 2 of 12 J TRRINII I ERo Enti Examination Reference Date ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation,R14571 Exp.08/08/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.2 Self-Adhering Underlavments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with pd1ly 'm surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a no inal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surfac is ASTM D1970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced, with a granular surface;meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/2015 Page 3 of 12 ,, � I . j TRINITY ERD i 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets; meet ASTM D6222. 4.2.8 Polystick Dual Pro'" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 Polystick Tile Pro'" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets; meet ASTM D6222. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass 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: Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate Shingles Yes Yes Elastobase Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes system( system( Yes Yes Elastobase P Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes system) system) Polystick MTS Yes Yes No Yes Yes Yes lystick MTS PLU Yes Yes No Yes Yes Yes <,,,_Po Polystick IR-Xe Yes No No No Yes Yes Yes Yes Yes No Yes Yes See S.S.1 Polystick TU Plus Yes Yes Yes Yes Yes Yes See 5.5.1 Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Yes See 5.5.1 Elastoflex S6 G Yes Yes Yes No Yes Yes See S.S.1 Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See 5.5.1 Mule-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or SA-APP Cap Sheet(FR) See 5.5.1 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 FL5259-1124 Revision 20:07/22/2015 Page 4 of 12 -�. TRINITY ERD i 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. ✓ 3M*" 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro. ✓ 3M1 Foam Roof Tile Adhesive RTA-1(FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) or Tile Pro ✓ Dow TileBond(FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro ✓ Convenience Products'Touch 'n Seal StormBond Roof Tile Adhesive (FL34506): Polystick TU Plus, Polystick TU Max 3.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: ➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex 56 G or 56 G FR in hot asphalt to: � ASTM D41 primed structural concrete. Polyflex G or G FR torch-applied to: r ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. Elastoflex S6 G or S6 G FR in hot asphalt to: Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or G FR torch-applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or 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 FBC Section 1504.3.1. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 FL5259-1124 Revision 20:07/22/2015 Page 5 of 12 TRINITY!ERD 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self-adhered to: ➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex 56 G or 56 G FR in hot asphalt to: > ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Polyflex G or G FR torch-applied to: ➢ Elastobase;Elastobase P or Mule-Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRl April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on 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 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 FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure=-90 Dsf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.2 Maximum Design Pressure=-135 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)PG 100 or ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.3 Maximum Design Pressure=-315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.4 Maximum Design Pressure=-622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: PG 100 or ASTM D41 Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.5 Maximum Design Pressure=-30.0 psf*. Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHI. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Pius, Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/2015 Page 6 of 12 �',,ITRINITY I ERD I 5.6.4.6 Maximum Design Pressure=-37.5 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.7 Maximum Design Pressure=-37.5 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure=-45 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex 56 G,applied in full mopping of hot asphalt. 5.6.4.9 Maximum Design Pressure=-45 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Two(2)layers ASTM D226,Type 11 felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.10 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.11 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX 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: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.12 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R20 Certificate of Authorization A9S03 FL5259-R24 Revision 20:07/22/2015 Page 7 of 12 TRINITY I ERD 5.6.4.13 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.15 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.16 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.17 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.19 Maximum Design Pressure=-97.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.20 Maximum Design Pressure=-105 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) 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: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 FL5259-1124 Revision 20:07/22/2015 Page 8 of 12 ^ ^ Jo RoNIu o !ERD s��-2z Maximum Design Pressure=-112.5 psf. Deck: Min.zq/32-/mchplywood mmeet project requirements msatisfaction ofm*. Base Sheet: 8astohasev,Mule-Hide Nail Base(no|y-fi|mtop surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: e'inchoz.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: r61mVn,ASTM o4zprimer atall tin-caps Base Ply: po|yuickMTS PLUS,self-adhered undedavment: rv|vstickTUp.po|vstickTUPlus,Pn/pst|ckTUMax,po|vUex SAP,po|vflexSAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(Fn),e|f-adhe,ed. sa*-zu . Deck: Min.z5/32-inchplywood»umeet project requirements msatisfaction nfA* . Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: oMGwzuStandard xoofgripo,Oms#z4Heavy Duty with CMG 3^Round Metal Plates o,o^4GFlat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. sa4.z3 . Deck: Min.zS/ 2'inchplywood*omeet project requirements msatisfaction ovAx . Base Sheet: c|astobase(,anded top surface) Fasteners: Tmfast#zznPo,Tmfast#z4nowith Tmfasta^Metal Insulation Plates Spacing: 6'inchuz.at the 4-mchwide side laps and s'inchuz.atfive(5)equally spaced staggered center rows. undedavmem: c|astoOexSsG.applied mfull mopping ufhot asphalt, 5.6.424 All other direct-deck' adhered Po|y&(ass under|ayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 56.*.25 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall meet orexceed the Zone 1 design pressure determined in accordance with FRSA/TR|Apri|2012(04-1Z).Appendix A, Table 1Ao,FB[16O9. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional turesist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29and ANQ/SPR| VVD1. Assemblies marked with on asterisk* carry the limitations set forth in Section 22.1.5.1(a) of FM LPDS 1'29 for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation. Po|ystirk IR-Xe shall not be left exposed for longer than 90'days after installation. Po|yst{ck MTS, MTS PLUS'TU P,TU Plus,TU Max, Dual Pru or Tile Pro shall not be left exposed for longer than 180- days after installation. 8U'daysafterinsta||adon. Po|yf|ex SAP o, SAP FR' o, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure /imitation, unless the prepared roof covering is to be adhesive'setti|e, in which case the maximum exposure is 30 days. E|astoflex S6 G or S6 G FR orPn|yOex G or FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive'setd|e (8astmUex S6 G or Po|yOexG only), in which case the maximum exposure is 180 days Exterior Research and Design,LLC. Evaluation Report p12nenz2.m*moo p�s�s�'�o4 um��n�«fAuthorizationoysnz Revision 20:07/22/2015 Page 9,f 12 TRINITYERo 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass 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 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR), Dual Pro or Tile Pro,self-adhered,Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR,torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein,using the instructions noted above as a guideline. 6_4 Polystick MTS.MTS PLUS,IR-Xe.TU P.TU Plus,TU Max Polyflex SAP or SAP FR.Mule-Hide SA-APP Cap Sheet or SA- APP Cap Sheet(FR).Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: All self-adhering materials,with the exception of Polystick TU Plus,Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Polystick TU Plus should be back-nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed All seal-lap seams (selvage laps) must be firmly rolled with a minimum 28 Ib. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Exterior Research and Design,LLC. Evaluation Report P32060.02.09-1120 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/201S Page 10 of 12 TRINR Y I ERD Repair of Polystick membranes is to be accomplished by applying Polypius 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-1b weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick IR-Xe): Reference is made to FRSA/TRl April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. For mechanically fastened the roofing over 2-ply system,consisting of base sheet and self-adhering top sheet(s),base sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. For nail-on the systems over Polystick MTS PLUS: Battens are required for loading/staging of lugged tile regardless of slope. Battens are required for loading/staging of fiat tile at slopes in excess of 5:12. 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max,TilePro or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus,TU Max,TilePro or Polyflex SAP is allowable for use under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set 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 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3- inch and end-laps minimum 6-inch wide, off-set 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. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012(04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#95p3 FL5259-R24 Revision 20:07/22/2015 Page 11 of 12 TRINITY 11,ERtD 6.7.4 For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight (48)hours. 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 61G20-3 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 P12060.02.09-1120 Certificate of Authorization 119503 FL5259-1124 Revision 20:07/22/2015 Page 12 of 12 Florida Building Code Online Page 1 of 4 ' ► it R094!0tion 117 Home '. Log In t User Registration Hct Topics i Submit Surcharge Stats e.Facts Pub6wllons FBC Staff z SCIS Site Map Links ; Search = Sus nesse) pro ess&'� product Approval USER:Public user Regulation 13ti � +L't�:i:� ...1..z4?.:•:rJ..i> >M M9.9D-U41>Application Detail ' FL* FL1956-R12 Application Type Editorial Change Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Emaif PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 keni—eden@tmmko.com Authorized Signature Keri Eden kerri_eden(Mamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/E mail Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Marc or Usting Certification Agency UL LLC Validated By RobertJ.M.Nfeminen,PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Data Submitted 09/1712015 http:/iwww.floridabuilding.org/pr/pr_app dt1.aspx?param=wGE V XQwtDgs%2fmGFoyT6... 1/14/2016 Florida Building Code Online Page 2 of 4 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summa of Products FL# Model,Number Description or Name 1956.1 1 Elite Glass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC,_.FL}956.__R11,Ct JIC Tamko$ery Conf FF_1.955 Is df HVHZ:No FL1956 R12 C CAC UL certification 10-11-12.pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 II Glass Seal Elite Glass Seal app inst:odf Other:Asphalt shingles Verified By:Robert Nieminen 59166 shall be used only on roof Created by Independent Third Party; No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.2 Glass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FI 1956„R12 C.CA.C..Fi.19$t.,.R11 C.,._CAC Tamko Sery Gpnf FL_i95¢ '01§.,..df HVHZ: No FL1956 R12 C CAC UL certification 10-11-12.pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 II Glass Seat Elite Glass Seal app inst.pdf Other:Asphalt shingles Verifled By:Robert Nieminen PE 59166 shall be used only on roof Created by Independent Third Party:No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: meth attachmen . 1956.3 1 Heritage A dimensional asphalt shingle. �Approvecl �forr Certification Agency Certificate FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sera Can£FL 1956 201LW FL19.56___R12__C.__CA,C: UL_certificatIon 10.11-,1'.p Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2016 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 Rig It Heritage D F ) P App Inst.pdf Other:Asphalt shingles FLi956_,.R12_TLHeHYage.,f„app.,,ns#.pdf shall be used only on roof FL2956 Rid II H ri ae T app inst.of slopes of 2:12 or greater. Verified By:Robert). M.Nieminen FL 59166 Nails must be used as the Created by Independent Third Party: No method of attachment. Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 3D A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956..._R12 C CAG_FI19 6 Rli_.CCAC Tainlo3 Serv_Conf(!1956 2015_pdf HVHZ: No FL1956 R12 C CAC UL cerdfication 10-11-12.odf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A X956 R32 II heritage 30 ano Inst april 10.2df Other:Asphalt shingles FL1956 R12 iI_heritage_30__app_tn5t_f_aP_ril 10.pdf shall be used only on roof Verified By:Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.5 Heritage 50 A dimensional asphalt shingle. _...... .................._...._................._.._........................................_............._............_................_.... ----.................... ..._................_.__..._....................................--------.....__. Limits of Use Certification Agency Certificate Approved for use in FL1956_..R12C.__CAC-_FEE95o_._R11___CCACTamke_Sery Gonf._FL.1956.__ZOI5.pdf HVHZ:No FL1956 R12 C CAC UL certification 10-11-12.pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 3I heritage 50 app Inst aorN 10.odf Other:Asphalt shingles FL1256 R12 II heriteae $0 app Inst f a rlp i 10.vdf shall be used only on roof Verified By:Robert Nieminen PE 59166 slopes of 2;12 or greater. Created by Independent Third Party:No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: http:i/www.floridabuilding.org/pr,lpr_app_dtl.aspx?param=wGE VXQwtDgs°/o2fmGFoyT6... 1/14/2016 Florida Building Code Online Page 3 of 4 1956.6 Heritage Premium A dimensional asphalt shingle. Limits of Use certification Agency Certificate Approved for use in FL1956 R1^Z C CAC. FL1956 R11 C CAC Tamko Sery Cont,FL 1956 2015,Adf HVHZ:No FL1,956._912 C CAC_UL certif..iwtlon..___1,4 ii,I2_..pdt Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 II Heritage Premium D P app inst.pdf Other:Asphalt shingles FL1956,R12 iI,Heritage;,Premwm_F__App inst,pdf shall be used only on roof FL1956 R12 11 Heritage Premium T alp inst pdf slopes of 2:12 or greater. Verified By:Robert Nieminen 59166 Nails must be used as the Created by Independent Third Party: No method of attachment. Evaluation Reports Created by Independent Third Party: 1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in Fl-i956._1112 &1956. I CCCAC_Tamlco_Serv_ConF_FL 1956 2Di5,pdf HVHZ:No F119.6¢_BI2 rc_IlL,.sO.lR91e_I .X.l Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 II Heritace Vintage, ann Instodf Other:Asphalt shingles Verified By:Robert). M. Nieminen PE 59166 shall be used only on roof Created by Independent Third Party:No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.8 Heritage Vintage Hip and ridge shingles 12 X 12 Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tamko Sere Conf FL 1956 2015 pdf HVHZ:No FLI.956 R12 C CAC UL shingle matrf:y.-df Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure:N/A FL1956 R12 II TAMKO+S Heritages 12 x 12 Hip and Ridge Apoiicabon Instructions pdf Other:Asphalt shingles Verified By:Robert J. M.Nleminen PE 59166 shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.9 Heritage A dimensional asphalt shingle. Woodgate Limits of Use Certification Agency Certificate Approved for use in F 1� 9% R12 C CAC fL1956 P11 C CAC Tarriko Shy CConf FL 1956 2015 pdf HVHZ: No FL1956 R12 C CAC UL cerrtificatlon +0-1 -12.Rdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure:N/A 5L}956.._R12 II,_.teH,tage.._Woodgate__D„_app ig5t,pdt. Other:Asphalt shingles EL19.54_.._.42--j!....:K, tege_ 1Voodgate.F.,.iapp_..in tglif shall be used only on roof Verified By:Robert Nieminen 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.10 Heritage XL A dimensional asphalt shingle. _.......__...- ..._.._............ _.._......._...._...._._..------._...__..........__..._. --._ .......__..__..._..-- ................. ...-................. ._._..._. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC ELL956 R11 C QC Tamko Sero Corif FL 1956 2015 pdf HVHZ: No FLI96 _ i2CCAC_1J -11- --pd 1KF Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant: N/A Installation Instructions Design Pressure:N/A FL1956_,_R12_II helltage_..xl app„_inst_d,,,aprfl„ 10 pdf Other:Asphalt shingles FL19S6__.R22 I _ttetitage..._K.._aP1__li?st.t...eP E._Ipi I shall be used only on roof Verified By:Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party:No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.11 Hlp and Ridge Hip and ridge shingles Shingles _._...._.._.__...........--- -.._.._..._..._..._.........-------...._._._._......_..._...........-............__............_._........---- -...._.........._......._._......._......._...................................--- Limits of Use Certification Agency Certificate Approved for use in FIU_956__R32 _C_CAC._L1956_ jtl_Cf Tamlca_5v_Canf FL 1955,201S,,pslf HVHZ: No X1956 R12 C CAC UL certlf catlon 10-11-12 ydf http://www.floridabuilding.ore/prJpr_app_dtl.aspx?param=wGE VXQwtDgs%2fmGFoyT6... 1/14/2016 Florida Building Code Online Page 4 of 4 Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes O9/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 II 12.25x12 Hip and Rl ge,pdf Other: Hp and Ridge F{1956._R12 II,_S2_,x._.12..._ft...R!dse._ pitcatfn_InstrucLio;as.gdf shingles shall be used only F119S6,R1 II 12,,,; 4x12_HIFRIdge_Seaiant,C7ab 1llusratians.pdf on roof slopes of 2:12 or FL1956 R12 II 12x12 Hlogidoe Sealant Dab tilustrations odf greater.Nails must be used Verified 8y:Robert Nleminen 59166 as the method of Created by Independent'Third Party:No attachment, Evaluation Reports treated by Independent Third Party: back ext Contact Us::1944 North Monroe Street Tallahassee FL 32399 Phone',850-487-1824 The State of Honda IS an ARJEEO employer, 7-24,is SE?te of flenda.::Privacy StatemerK::Ace 4NNty term s::Refund Staiemern Under Florida[aw,email addresses are pudic records.If you do not want your e-ma,t 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 traciltiona!mail.If you have any questions,please contact 850.467,1395.*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 emaiis provided may be used for official communication with the licensee.However emaa addresses are public record.it you do not wish to supply a personal address;please provide the Department with an email address which can be made available to the pubic.To determine it you are a licensee under Chapter 455.F.S.,please click are. Product Approval`A�ccepts: 110 r� a SCC`51r1 'TihT3t El's' http://www.floridabuilding.orL,/pr/pi� app_dtl.aspx?param=wGE VXQwtDgs%2fmGFoyT6... 1/14/2016 Application Instructions for FORMERLY HERITAGE° 30 ffTA:1MK0] HERITAGE® BOIL01I116 PROOOCTS LAMINATED ASPHALT SHINOLBS Dallas,TX • Frederick, MD • Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY.SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER(BELOW 40"F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT•,It is not necessary to remove the plastic strip from the back of the shingles. 1.ROOF DECK &FASTENERS These shingles are for application to roof decks consisting of plywood WIND CAUTION: Extreme wind velocities can damage these or sheathing boards capable of receiving and retaining fasteners,and shingles after application when proper sealing of the shingles does to inclines of not less than 2 in.per foot.For roofs having pitches 2 in. not occur.This can especially be a problem if the shingles are applied per foot to less than 4 in.per foot,refer to special instructions titled in cooler months or in areas on the roof that do not receive direct "Low Slope Application".For roofs having pitches greater than 21 in. sunlight.These conditions may impede the sealing of the adhesive per foot,refer to special instructions titled"Mansard Roof or Steep strips on the shingles.The inability to seal down may be compounded Slope Roof".Shingles must be applied properly.TAMKO assumes no by prolonged cold weather conditions and/or blowing dust.In these responsibility for leaks or defects resulting from improper application, situations,hand sealing of the shingles is required.To insure quicker or failure to properly prepare the surface to be roofed over. sealing, apply 4 quarter-sized dabs of TAM-PRO@ SBS Flashing Cement,TAMKO or TAM-PRO®Plastic Roof Cement,or TAMKO NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, Tam-Seal Adhesive,meeting ASTM D 4586.Type 1,on the back of dry and free from warped surfaces.It is recommended that metal the shingle 1 in.(25mm)and 13 in.(330mm)in from each side and drip edges be installed at eaves and rakes. 1 in.(25mm)up from the bottom of the shingle,Press shingle firmly into the adhesive.For maximum wind resistance along rakes,install PLYWOOD: All plywood shall be exterior grade as defined by any TAMKO starter shingle including sealant or cement shingles to APA - The Engineered Wood Association. Plywood shall be a the underlayment and each other in a 4 in.(102mm)width of TAM- minimum of 3/8 in.thickness and applied in accordance with the PRO@ SBS Flashing Cement,TAMKO or TAM-PRO@ Plastic Roof recommendations of APA-The Engineered Wood Association. Cement,or TAMKO Tam-Seal Adhesive.Caution:Apply ONLY a thin SHEATHING BOARDS: Boards shall be well-seasoned tongue- uniform layer of adhesive less than 1/8 in.(3mm)thick. Excessive and-groove boards and not over 6 in.nominal width.Boards shall amounts can cause blistering of the shingles and may soften the be a 1 in, nominal minimum thickness. Boards shall be properly asphalt in certain underlayments resulting in the asphalt flowing, spaced and nailed. dripping and staining.Shingles must also be fastened according to the fastening instructions described below. 2.VENTILATION Correct placement of the fasteners is critical to the performance of the shingle.If the fasteners are not placed as shown in the diagram Inadequate ventilation of attic spaces can cause accumulation of and described below,this will result in the termination of TAMKO's moisture in winter months and a build up of heat in the summer. liabilities under the Limited Warranty.TAMKO will not be responsible These conditions can lead to: for damage to shingles caused by winds in excess of the applicable 1.Vapor Condensation mph as stated in the Limited Warranty.See Limited Warranty on the 2.Buckling of shingles due to deck movement, wrapper or tamko.com for details. 3.Rotting of wood members. FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from 4.Premature failure of roof. the bottom edge of the shingle, penetrating through the common bond,and located horizontally as follows: To insure adequate ventilation and circulation of air,the ventilation 1)Standard Fastening Pattern.(For use on decks with slopes 2 system must include inlets and outlets.This may be accomplished with in.per foot to 21 in.per foot.)One fastener 1 in.from each end and a combination of ridge and soffit vents or by using gable end vents. one 13-1/2 in,from each end of the shingle for a total of 4 fasteners. FHA minimum property standards require one square foot of net free (See Standard Fastening Pattern illustrated below). ventilation area to each 150 square feet of space to be vented.This may be reduced to one square foot of ventilation area per 300 square STANDARD FASTENING PATTERN feet if at least 40%and not more than 50%of venting is provided � FASTENERS NAIL E COMMON not more than 3 feet below the ridge or if a Class I or II vapor barrier BOND is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential X1/8° FEXPOSUREs-6/8, Code.For more information consult your design professional.If the ventilation openings are screened,the total area should be doubled. 1*-- 12-1/2"-+—12-3/8"—+�— 12-1/2"-►� 1 IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.Gom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 1 e (CONTINUED from page 1) FORMERLY HERITAGE"30 TAMK0 1 HERITAGE® BUILDING PRODUCTS "ANIMATED ASPHAW SHINGLES Dallas,TX * Frederick, MD * Joplin, MO a Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for greater than 21 in.per foot.)One fastener 1 in.from each end and reroofing thus allowing a minimum deck penetration of 3/4 in.The one fastener 8-1/2 in.from each end and one fastener 16 in.from Properly Driven Improperly Driven each end for a total of 6 fasteners per shingle.(See Mansard and undwdaven overdriven crooked High Wind Fastening Pattern illustrated below.) FHI ksphaft MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN Shingles NAIL ZONE Decking FASTENER$,— . /CoMMON BOND EXPOSURE 5-5/8" crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked,underdriven or overdriven are considered 3)High Wind Warranty Fastening Pattern.(For High Wind Warranty improperly applied. Application requirements) One fastener 1 in. from each end. One CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE fastener 8-1/2 in.from each end and one fastener 16 in.from each NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING end for a total of six (6) fasteners per shingle. In addition to this PATTERN DIAGRAMS. shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including 4.UNDIMAYMENT sealant strip at eaves and rakes.Alternatively,along rakes,cement NDERLAYMENT. An underlayment must be applied over the shingles to the underlayment and each other in a 4 in. (102 mm) entire deck before the installation of TAMKO shingles.Failure to add width ofTAM-PRO®R SBS Flashing Cement,TAMKO or TAM-PROD underlayment can cause premature failure of the shingles which is Plastic Roof Cement,or TAMKO Tam-Seal Adhesive.Caution:Apply not covered by TAMKO's Limited Warranty. ONLY a thin uniform layer of adhesive less than 1/8 in.(3mm)thick. Excessive amounts can cause blistering of the shingles and may Products which are acceptable for use as underlayment are: soften the asphalt in certain underlayments resulting in the asphalt Asphalt Saturated Felt Underlayments: flowing,dripping and staining. * SuperX 30TIl Underlayment High Wind Application is offered on new construction or complete - TAMKO No. 15 Asphalt Saturated Organic Felt tear-off applications only. It is not offered for recover applications. - Any TAMKO non-perforated asphalt saturated organic felt If High Wind Application requirements are not followed.the High a A non-perforated asphalt saturated organic felt which meets Wind Application Warranty MPH,as stated on Table I in the Limited ASTM:D226,Type I or 11 or ASTM D4869 Warranty reverts to the Standard Application Wind Warranty MPH Specialty Underlayments: limit. (See Mansard and High Wind Fastening Pattern illustrated - Tam-Shieid' Synthetic Underlayment or Synthetic Shield above.) • Underlayment NAILS-TAMKO recornmendsthe use of nails as the preferred method * TAMKO TW Metal and Tile Underlayment,TW Underlayment of application. Standard type roofing nails should be used. Nail and Moisture Guard Plus@ (additional ventilation may be shanks should be made of minimum 12 gauge wire,and a minimum required. Contact TAMKO's Technical Services Department head diameter of 3/8 in.Nails should be long enough to penetrate for more information.) 3/4 in.into the roof deck.Where the deck is less than 3/4 in.thick. - A self-adhesive underlayment designed for use with asphalt the nails should be long enough to penetrate completely through shingles which meets ASTM D1970. plywood decking and extend at least 1/8 in.through the roof deck, Drive nail head flush with the shingle surface. For Asphalt Saturated Felt Underlayrn Apply the felt when the deck is dry.On roof decks with slopes Properly Driven Improperly Driven 4 in. per foot and greater apply the felt parallel to the eaves Wr min di.—Its, -d-&N" ova alms„ a*-ked lapping each course of the felt over the lower course at least Asphalt 2 in.Where ends join,lap the felt 4 in,If left exposed,the felt in Sit may be adversely affected by moisture and weathering.Laying of the felt and the shingle application must be done together. For All Other Specialty Underia�ments: t. L good penetration, inedq.af. too deep,cuts Inadeq-t. igh -h-g. and fish Min Shingle surfens, pent'afflon Into Shingle On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance STAPLES:If staples are used in the attaching process,follow the with underlayment written application instructions. The above instructions for placement.All staples must be driven with underlayment should not be left exposed for a longer period of pneumatic staplers.The staple must meet the following minimum time than is specified in the underlayments written application dimensional requirements.Staples must be made from a minimum instructions.The final roof covering must be installed before 16 gauge galvanized wire.Crown width must be at least 15/16 in. the structure is exposed to adverse weather conditions,such (staple crown width is measured outside the legs).Leg length should as wind driven rain,high wind,hail,ice storms,etc. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19A4 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamkoxom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 2 fl) (CONTINUED from page 2) FORMERLY HERITAGE"30 TAMKU HERITAGE® B011601MG PRODUCTS LAMINATED ASPHA16T SHING16n Dallas, TX * Frederick, MD * Joplin, MO e Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water of shingle to start the fourth course and use the remaining 10-3/8 from frozen or clogged gutters is a potential problem, TAMKO's in.piece to begin the fifth course.Continue up the rake in as many Moisture Guard Plus", TW Metal and Tile Underlayment or TW rows as necessary using the same formula as outlined above. Underlayment (or any specialty eaves flashing product) may be The butt of the shingle should be aligned with the top edge of the applied to eaves,rakes,ridges,valleys,around chimneys,skylights sawtooth of the underlying shingle for a 5-5/8 in. exposure (see or dormers to help prevent water damage. Contact TAMKO's shingle application drawing illustrated on this panel). When you Technical Services Department for more information. make your final cut at the roof's edge,flip any pieces that are 8 in.or Substitute products as shingle underlayment should not be used. longer back onto the roof.These pieces can be worked in anywhere without creating zippers or color variations. S.APPLICATION INSTRUCTIONS NOTE-Do not align joints of shingle courses when working in cut STARTER COURSE:A starter course may consist of TAMKO Shingle pieces.Joints should be no closer than 4 in.from one another. Starter,TAMKO 10-inch Starter or self-sealing 3-tab shingles.If self- sealing 3-tab shingles are used,remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves.Attach Cut your feet course shingle to make?V and a 10 318" luoglh.at,.-i.od sher,1k,ho mane a 23'and the starter course with approved fasteners along a line parallel to and 1.5 in.to 3 in.above the eaves edge.The starter course should 10 3V overhang both the eaves and rake edges 1/4 in.to 3/8 in.if drip edge flashing is not used along the eaves or rakes.If drip edge flashing 18 is present,install shingles even with the drip edge. Fe,—.1—wild rewstance A.119 Ilikes. TWkV earue onN1e siductiol;asuallad or,cement skngles 1°sulafty—t and each other ln (102 mm1 width of Am 11shilut Crimen!-TAMKO or TAM-PROS PROre ses F mrnt Deck t,,ulaoc RothC_ea.T , T—S, ull Ach, 4hMeriE.w,dashing or sphlift saturated felt - ---- - ------ -- Drip h tppfii,wu,,,with,full length shingle. ' edge --------- -------- --------- 2.7' layywr 29*,23.16318'wo 10378'toong,a. As you c., three h' with M.i.,!, Rake t local d I-I AZ to a 3.Cohl:,,oa warklng Mir way across the When you make your flip any pie-,that.,a 8-or Iron;1. edge lural cut at'he od's soon, longer lie tlok-to the—1,These oneaul can be—,kd.h anywhmawithelot osal.hu,�44or clo, NOTE:Do not align joints of shingle counals aher,~king in cut phaus,jisints shm"be no classer than 4-from cars mother. Stan file.slop W:m 112 shoogi. She'll,ships-.,h.og sell—iou" Fasteners Dop edge h,ho-d then fellow with fug a—s and rakes adhesive located ,,:,s,,.),d,to o11,el with the im"to 3Bis no drip edge pcisi—d 1-12lr,3 th't sheq.—se, rish—gul present. "drip ake,q eavoo hon,s— iige edge ilachlog Is pl—ol or edge S.LOW SLOPE APPLIICATIION instal chiegf—rowith drip dg.. On pitches 2 in.per foot to 4 in.per foot cover the deck with two SHINGLE APPLICA'nON:Start the first course with a full size shingle layers of underlayment. Begin by applying the underlayment in a and overhang the rake edge 1/4 in.if drip edge is not present.If 1/2-sheet width along the eaves and overhanging the drip edge drip edge is present,align shingle edge with drip edge flashing.Cut by 1/4 to 3/4 in.Place a full-sheet width over the 1/2-sheet width 10-3/8 in.from a full shingle to form a shingle 29 in.long.Use this starter piece,completely overlapping it.All succeeding courses will to start the second course(see diagram below).Cut a 23 in.long be positioned to overlap the preceding course by 1/2-sheet width. shingle to start the third course.Use the remaining 16-3/8 in.piece If winter temperatures average 25'F or less, thoroughly cement 7t,0-3/8" the laps of the entire underlayment to each other with TAM-PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building.As an c alternative,TAMKO's Moisture Guard Plus',TW Metal and Tile Underlayment, or TW Underlayment self-adhering underlayment may be used in lieu of the cemented felts. rake 7.MANSARD ROOF ON STEEP S16OPE ROOF If the slope exceeds 21 in.per foot(601 each shingle must be sealed with TAM-PRO® SBS Flashing Cement, TAMKO or TAM-PRO@ 5th course Plastic Roof Cement, or TAMKO Tam-Seal Adhesive immediately 4th mum %�w upon installation.Quarter-sized dabs of cement or adhesive must 3rd colarse be applied to shingles with a 5-5/8 in,exposure,use 6 fasteners per 2nd course shingle.See Section 3 for the Mansard Fastening Pattern. Istcourse 1013/811 (Continued) save� Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19114 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 3 0 (CONTINUED from page 3) FORMERLY HERITAGEO 30 ETA:IMK0 1 HERITAGE® BUILDING PRODUCTS LAMINATED AiSPHAIIT SHINGLES Dallas, TX * Frederick, MD * Joplin, MO e Phillipsburg, KS a.nA410110 INN 9.VALLEY APPLICATION Before re-roofing,be certain to inspect the roof decks.All plywood shall Over the shingle underlayment,center a minimum 36 in,wide sheet of meet the requirements listed in Section 1. Moisture Guard Pius*,TW Metal&Tile Underlayment,or a minimum It is not recommended to install laminated asphalt shingles directly 50 ib. roll roofing in the valley. Nail the Underlayment only where over existing laminated shingles due to the unevenness of the existing necessary to hold it in place and then only nail the outside edges. multi-layered shingles.The performance of the sealant feature may be IMP Rf�TANT:PRIOR TO INSTALLATION WARM SHINGLES TO compromised,preventing the shingles from sealing properly.It is PREVENT DAMAGE WHICH CAN OCCUR WHILE SENDING acceptable to install laminated shingles over existing three-tab strip SHINGLES TO FORM VALLEY. shingles which are fiat and essentially intact.Nail down or remove curled or broken shingles from the existing roof.Replace all missing shingles After valley flashing is in place: with new ones to provide a smooth base. Shingles that are buckled Apply the first course of shingles along the eaves of one of the usually indicate warped decking or protruding nails.Hammer down all intersecting roof planes and across the valley. protruding nails or remove them and refasten in a new location.Remove all drip edge metal and replace with new. Note:For proper flow of water over the trimmed shingle,always If re-roofing over an existing roof where new flashing is required to start applying the shingles on the roof plane that has the lower protect against ice dams(freeze/thaw cycle of water and/or the backup slope or less height. of water in frozen or clogged gutters),remove the old roofing to a point . Extend the end shingle at least 12 in.onto the adjoining roof. at least 24 in.beyond the interior wall line and apply TAMKO's Moisture Apply succeeding courses in the same manner,extending them Guard Plus®.TW Metal and Tile Underlayment,or TW Underlayment. across the valley and onto the adjoining roof. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in.exposure • Press the shingles tightly into the valley. single roof:Call TAMKO Technical Services for further information. • Use normal shingle fastening methods. The nesting procedure described below is the preferred method for Note:No fastener should be within 6 in.of the valley centerline, reroofing over existing metric size shingles with a 5-5/8 in.exposure. and two fasteners should be placed at the end of each shingle See description below: crossing the valley. Starter Course:Remove the tabs and an additional portion from the . To the adjoining roof plane,apply one row of shingles vertically head of a full size shingle so that its height is equal to the exposure of facing the valley and 2 in.back from the valley centerline. the existing shingles.Position the resulting strip over the existing roof edge(with the factory-applied adhesive strip along the eaves). Cut Note: For a neater installation, snap a chalkline over the approximately 6 in.from the rake end and apply the remaining portion at shingles for guidance. the eaves.Continue the starter strip by applying full length shingle strips To complete the valley, apply shingles on the adjoining roof cut to height as above,evenly along the existing roof at the eaves.The plane by positioning the tip of the first shingle of each row at existing roof should overhang the eaves far enough to carry water the 2 in.point from the centerline where the edge of the vertical off into the gutter.If this is not the case,cut and apply the starter shingle has been applied,covering the vertical shingle. strip so that R will provide sufficient overhang for proper drainage. Minimum 36"wide sheet Valley centerline } ` of Moisture Guard Pius, Tw Metal 8 Extra nail in Tile or 501b.or end of shingle heavier roll mofin &- ,� g `��"� l. Extend end shingle , 12'-18"beyond valley centerline ^" ,p edge rve sn len , Undeda}'rnent •� No fasteners within s'of centodine Y St3`ex � First Course:Remove an amount from the butt edge of a full-size shingle _ so that the remaining portion of the shingle fits between the butts of the existing third course.This course must also be applied evenly along the eaves edge of the new starter strip. Place tip of shingle on the edge of the vertical shingle.2 inches back Second and Succeeding_ourse •Remove 10-3/8 in.from the rake from valley centerline and covering end of the first shingle in the second course, and continue with full the vertical shingle. width shingles for the remainder of the course,placing the top edge of each new shingle against the butt edge of the old shingle in the course FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE above.This method should create an exposure of 5-5/8 in.after the first CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT course.When beginning the succeeding courses continue to follow the 800-641-4691. Heritage application instructions.(See section 5). (continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19n4 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4 fl (CONTINUED from page 4) FORMERLY HERITAGE"30 TAMK0 1 HERITAGE® BU1169INg PRODUCTS 6ANINATED ASPHALT SHINGLES Dallas, TX e Frederick, MD • Joplin, MO • Phillipsburg, KS 10.RIP AND RIDGE FASTENING DETAIL Apply the shingles with a 5-1/8 in.exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds.Secure each shingle with one fastener on each side, 5-5/8 in.back from the exposed end and 1 in,up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products.Where matching colors are available,it is acceptable to use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces. Fasteners should be 1/4 in.longer than the one used for shingles IMPORTANT PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5-1/8"exposure here- "Fastener Start i1here 5-1 exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application instructions was current at time of printing.To obtain a copy of the most current version of these application instructions,visit us online at tarriko.corn or call us at 800-641-4691. TANIK061,Moisture Guard Plus'T.Tam-Sheldxi,TAM-PPM and Hentage@ are registered trademarks and Superx 30 is a trademark of TAMKO Building Products,Inc. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tarnko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 5 JP69909