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Home My WebLink AboutPRODUCT APPROVALProfessio 7 nal Renj ' I'at - ion �Ll� : A; BCS Home Log In 1 USer RegiStratiOn . Hot Topics Submit Surcharge Stats & Fach; ftbllcati.. FBC Staff BCJS Site Map U.ks Searclh a QW OH! P'Mduct'Approval SCANNEL) " 'u, db 11 R: u ic Umr pr By product Approyal Menu > product or Aonflcaflo� Search > Applicotio, i,j > Applicaticon Detail St. Lucie Colint, FL # FL7804-R9 Application Type Revision Code Version 2014 Application Status Approved "T"ILE V�, Comments Archived Product Manufacturer Entegra Roof Tile, Inc. Address/Phone/Emall 1289 NE 9th Avenue Okeechobee, FL 34972 (863) 467-0042 Ext 1228 tJohnson@rooftile.com Authorized Signature Terry Johnson tjohnson@rooftile.com THESE PLANS AND ALL PROPOSSD WOM Technical Representative Jim Deyarmond ARE SMUT TO ANY COPIRECTIONS Address/Phone/Emall 1289 NE 9th Avenue REQUIRM BY FIELD INSPECTORS THAT Okeechobee, FL 34972 MAY BE NECENANY 114 ORM TO (863) 467-0042 JDeyarmond@rooftile.com CrAAPLY WrM ALL APPLICABLE CODES. Quality Assurance Representative Terry Johnson Address/Phone/Email 819 South Federal Hwy Suite 300 Stuart, FL 34994 (800) 586-7663 tjohnson@rooftile.com Category Roofing Subcategory Roofing Tiles Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 11/04/2017 Validated By John W. Knezevich, PE � Validation Checklist - Hardcopy Received Certificate of Independence EL7804 R9 COI �Qjo Q1 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard Yea ASTM C1492 2003 FRSA/TRI April 2012 2012 SSTD 11 1997 TAS 100 1995 TAS 101 1995 TAS 102 1995 TAS 102(A) 1995 TAS 112 Equivalence of Product St-- cls Certified By 1995 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FEC Approval Date Approved Summary of Products I Pul FL# game Description 7804.1 Entegra Concrete Roof Tiles (HVHZ � Concrete Roof Tlle jurisdictions) Limits of Use Installation Instructions Approved for use In IHVHZ- Yes FL7804 R9 H 2016 04 FINAL ER ENTEGRA FL7804- R9 HVHZ.od Approved fbr use outside HVHZ: No Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure-. N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use. Refer to ER Evaluation Reports Section 6 for Installation. FL7804 R9 AE 2016 04 FINAL ER ENTEGRA FL7804- R9 HVHZ.od Created by Independent Third Party: Yes 7804.2 of Tiles (non- Concrete Roof Tile Limits of Use Installation Instructions Approved for use in HVHZ: No FI-780 R9 if 2016 04 FTNAI� ER ENTEGRA FL7804- R9 NON-HVHZ.pd Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Other: Refer to ER Section 5 for Unnits of Use. Refer to ER Created by Independent Third Party: Yes Evaluation Reports Section 6 for Installation. FL7804 R9 Ar 2016 04 FINAL ER ENTEGRA FL7804- R9 NON-HVHZ.od Created by Independent Third Party: Yes ED EA Contort Us :: 2601 8I.Ir Ston. Road. Tallahassee FL 32399 Phone, 850-487-1824 ne State of Florida Is an AVEM employer. Cownght 2007-2013 Stuta of Florida. :: privacy SnIemen :: Ames,abliltv Statamen :: Refund Statemen Under Florida law, email addresses am public mcoms. If you do not want your e-mail address released In nes;x,,,se to a public -records request, do not send electmm: mail. to UnIs entry. Inatead, conitact the office by phone or by maditional mail. If you have any quasUons, please contact 850.487.1395. *Pursuant to Section 455.275(l), Florida statutes, offective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address If they have one. ne emalls provided may be used for official communication with the licensee. However email addresses am 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 am a liceresee under Chapter 455, F.S., please dIcic hem product Approval Accepts: W M3X HE M Credit Card Safe EXTERIOR RESEARCH & DESIGN, I.I.C. Certiftate of Authorization #9.503 QTRINITY ERD 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 EVALtATION REPORT FAX: (203) 262-9243 Entegra Roof Tile, LLC Evaluation Report E39310.11.11-2-R4 ENTEGRA 1289 NE 9 th Avenue R 0 D F T I L E FL7804-R9 Okeechobee, FL 34972 Date of issuance: 11/02/2011 SCOPE: Revision 4: 04/18/2016 This Eviluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of constrErtion materials in the State of Florida. The documentation submitted has been reviewed by Robert Nlemlnen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The product described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code (non- HVHZ) sections noted herein. DESCRIPTION: Entegra Concrete Roof riles (non-kVHZ Jurisdictions) LABEUNC: 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 bythe named client constitutes agreemeritto notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity]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. INSPECTIO\I: 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 Offlcial. This Evaluation Report consists of pages I through 6. Prepared by: Robert JI.M. Nierninen, P.E. Florida Regisnationr10- 59166, Florida DC4 ANE1983 Me fe-froll. �.el a,00do, Wu =!,ordod by Robed Nfiernfinen, P-E On 04/18/2016. This doe, n.t�om,.e d .1ev.nk.11yM9n.d CERTIFICA71ON OF INDEPENDENCE: . . ...... m ProdudAPP�l AdMinls�t.r.od W 0, da.ed dera I. Trinity] ERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluate,. 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 Nierninen, 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 TrinitVl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record fo r 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. TRINITY ERD 4. PRODucr DESCRIPTION: 4.1 BERMuDA FLAT, PLANTATION FLAT and HORtzoN FLAT are ASTM C1492, Type III (low -profile) concrete roof tiles. 13" 16' 16' Bermuda Flat Plantation Flat M Horizon Flat )f Evaluation Report E39310.11.11-Z-R4 MLE 4 Bderlor Research and Design, I.I.C. F CC)"" r-,UfWe of Authark.Un #9S03 Ed FL7804-R9 Revision 4:04/18/2016 Page 3 of 6 TRINITY ERD 4.3 GALENA SPANISH "S" and REGAL are ASTM C1492, Type I (high -profile) concrete roof tiles. Regal S. UivimiciNs: 5.1 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. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire classification is not part of this evaluation; refer to FBC Section 1505, Exception 2 or current Approved Roofing Materials Directory forfire rating of this product. 5.4 Underlayment shall be that approved by Entegra Roof Tile, which holds Florida Local or Statewide Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable method(s) of tile installation (mechanical attachment, mortar -set and/or adhesive -set) for use with the specific underlayment. For mortar -set or adhesive -set tile roofing applications, the underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRl April 2012 (04-12). 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Cerilfcate of AWhorlzatlon MEG Evaluation Report E39310.11.11-2-R4 FL78O4-R9 Revision 4-.04/18/2016 Page 5 of 5 Prolessional R,- PAZ M acts Home Log In I UserikeglAnation Hot Topics SubmIt Surcharge Stats & Faeta . ftbil.tions � FBC Staff I acts Site Map Un� ! Seamh ProductApproval db USM �bllc Uwr sGANNED a BY Pmduct Approval Man > Product or Amligall.. S.an�h > Appligation U > Apprication Detall St. Lucip countv FL # FL5259-R25 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments A7—m Archived Y FILE Go"OP" Product Manufacturer POLYGLASS USA Address/Phone/Emall 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@poiyglass.com Authorized Signature James Akins lakinsOpolyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 st,evew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments; Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/24/2018 Validated By John W. Knezevich, PE � Validation Checklist - Hardcopy Received Certificate of Independence FL5259 R25 COI ZQ16 01 COI Nieminen,pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 200S ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 ri., "'� 2004 FRSAM April 2012 2012 TAB 103 199S UL 1897 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Products Method I Option D 10/17/2016 10/18/2016 10/19/2016 FL At Model, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL5259 R25 11 2016 IQ FINAI, �R POIYGI ASS UNDERLAYMENTS FL5259- R25.pd Impact Resistant: N/A Design Pressure; +N/A/-622.5 Other. 1.) The design pressure in this application relates to one particular underlayment system (over concrete deck) for Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5259 R25 AE 2015 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R25.Dd use under foam -on tile systems (where the underlayment forms part of the load -path). Created by Independent Third Party: Yes Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. EC] ED Contact Us :: 2WI Blair Stone need, `Tbllaha��ec Fl- 3ZI99 Phone, 85�487-1824 ne State of Flodda IS an WEE0 employer. Copvdcht 207-2013 State of Florida. :: privacy statement :: Acocssibility Statemen :; Refund Statelone Under Florida law, email addresses am public records. if you do not want your e-mail address released In ms;,cmm to a public-recends request, do not send electronic mail to this entity. Instead, contact the office by phone or by traciltional mail. If you have any questions, please contact 850.,187.1395. *Puisuart to section 45S.275(l), Florida Statutes, effective Octolmr 1, 2012, licensees liceemed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The ernalls provided may be used for official communication with the licemee. However email addresses am public mci If you do not wish to supply a personal address, please provide the Deloartment with an email address which an be made available to the Publ1Q To determine if You am a licensee under Chapter 455, F.S., please dicIr Product Approval Accepts: Credit Card Safe FILE Cum Y EXTERIL v',".ESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 I RINI-rY ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 REPORT - FAX: (203) 262-9243 lolyglass USA, Inc. Evaluation Report P12060.02.09-RZ1 L50 Lyon Drive FL5259-R25 :ernley, NV 98408 Date of Issuance: 02/24/2009 ;COPE: Revision 21:10/17/2016 -his Evaluation Report is issued under Rule 6IG20-3 and the applicable rules and regulations governing the use of :onstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. or use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products lescribed herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted ierein. )ESCRIPTION: Polyglass Roof UnderlayMents ABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. :ONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Itiality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this valuation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the aferenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report elative to updated Code requirements with each Code Cycle. LDVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in dvertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. JsPEcTloN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its istributors and shall be available for inspection at the job site at the request of the Building Official. his Evaluation Report consists of pages 1 through 13. repared by: Dbert J.M. Nieminen, P.E. odda Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/17/2016. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client 'RTIFICATION OF INDEPENDENCE: Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturin g or distributing products it evaluates. Trinity I ER D is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. Robert Nlemlnen, 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. Robert Nlemlnen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. This is a building code evaluation. Neither Trinityl ERD nor Robert Nleminen, 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. - 4.1 14JIM-010MIN 01,O)NO, TRINI-rY ERD ROOFING COMPONENT EvAwATiON: 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 FIVI 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM GISS 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 TAS103 1995 3. REFERENCES: fLnft Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/1212000 FRI (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 12/2312002 PRI (TST 5878� Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-019-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-02"2-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TSTS878) 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 FRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTi (TST 2509) Physical Properties RX14ESA 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08113/2001 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 P134SO.09.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-RI 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11130/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/3012009 ERD (Tsr 6049) Physical Properties P33360.06.10 05/25/2010 Exterior Research and Design, LLr— Certificate OfAuthorization #9503 FBC NON-HVHZ EVALUATION 4M, .--FAY Evaluation Report P12060.02.09-1121 FL5259-R2S Revision 21:10/17/2016 Page 2 of 13 4. TRINITY ERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 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-RI 04/30/2013 ERD (TSr 6049) WindUplift P41630.08.13 08/06/2013 ERD (TST 6049) WindUplift P11751.05.03-111 11/26/2013 ERD (TST 6049) WindUplift P11781.11.03-RI 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) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD (TST G049) Wind Uplift PLYG-SCS905.05.16-1 05/17/2016 ERD (TST 6049) Physical Properties PLYG-SCS080.07.16 07/16/2016 ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 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/1-Afficlavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Afficlavit Polystick SA Compound 08/18/2011 UL, U.C. (QUA9625) Quality Control Service Confirmation Exp.04/24/2018 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. 4.1.3 Polyglass GZ Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APIP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTIVI D1970 and TAS 103. 4.2.2 Polystick MITS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. Exterior Research and Design, ULC. Evaluation Report P12060.02.09-R21 Certificate of Authorization #9503 FBC NON.HVHZ EVALUATION FL5259-RZS Revision 21:10/17/2016 FRILE COPY Page 3 of 13 �JTRINJ_FY ERD 4.2.4 PolystickTU Plus is a nominal 80-milthick 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 ASTIVI D1970 and TAS 103. T" 4.2.6 Polystick TU'Max is a nominal 6G-mil thick rubberized asphalt waterproofing membrane With a 190 g/M2 polyester fabric surface; meets ASTM D1970 and TAS 103. 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 ProYs' 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'"s 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. 4.2.10 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970. 4.3 Mechanically Fastened and/or Bonded Underlayments* 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SIBS modified bitumen cap sheets; meet ASTM D6164. 4.3.2 Polyflex G and Polyflex 6 FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTIVI D6222. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in anyway, 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 Evalbation 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: 11130FCOM OPTIONS Underlayment Asphalt Shingles Nafl-OnTile I'min-On rile Metal Wood Shakes & Slate Shingles Yes Yes Elastobase Yes (�eahakb,2-ply (base sheetin 2-ply Yes Yes Yes �-nnl "tam) Yes Yes Elastobase P Yes (bo,.sheetin2,1, (basaaheethnZ-ply Yes Yes Yes 'Ww.) ,be.) Yes Yes Polyglass G2 Base No (basesheetin 2-ply Ibaseshaetfn2-ply No No No awt.m) systa.) Yes Yes Polyglass APP Base No (basesheetha:t-phy (base sheet In 2-ply No No No swtem) Polystick NITS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes PDlystick TU P Yes Yes Yes No Yes Yes SeeS.S.1 PolystickTU Plus Yes i Yes Yes Yes Yes Yes I See S.S.1 I Exterior Research and Design, LLC Evaluation Report P12060.02.09-R21 Certificate ofAutharization #9503 FBC NON-HVHZ EVALUATION FL5259-RZ5 Revision 21:10/17/2016 FILE COPY Page 4 of 13 i'TPJNITY ERD TABLE I: ROOF COM OPTIONS Underlayment Asphalt Shingles Nall -On Tile Foarn-On Tile metal I Wood Shakes & Slate ee �, Shingles Polystick TU Max No Yes Yes Yes No No � 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick rile Pro Yes Yes Yes Yes Yes Yes See 5.5.1 Polystick MU-X Yes No No Yes Yes Yes Elastollex S6 G Yes Yes Yes No Yes Yes See S.S.1 Elastoflex S6 G FR Yes Yes No No Yes Yes polyflex 6 Yes Yes Yes No Yes Yes See S.S.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See S.S.1 Mule -Hide SA-APP Cap Sheet Yes or SA-APP Cap Sheet (FR) Yes Yes SeeS.S.1 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 from an accredited testing laboratory is provided. 3M'm 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. 3Mm 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 Convenience Products' Touch 'n Seal StormElond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max. Dow TileBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro. Polyglass PolyLok of Tile Adhesive (FL17855): Polystick TU Plus or Polystick TU Max. O'yg'ass PO'VLO" 5.6 Alin bleSubstrat I S.6.1 Direct- nd,to it: Polystick 11 ariations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -a ered to: > New ntr ted plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing 0 p I , ood; N or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed S rl 1 5 XthernYello snoel'; ASTM D41 primed structural concrete; Huber Engineered Woods ZIP System" Panels Sig stal designed and instal d to meet wind loads for project), Note: Polyglass.does not.require priming of new or existing plywood or 05B sheathing. New or existing plywood or OSEI sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G Fil in hot asphalt to: > ASTM 041 primed structural concrete. Polyflex G or G FIR torch -applied to: > ASTM D41 primed structural concrete. Exterior Research and Design, I.I.C. certificate of Authorization #9503 F8C NON-HVHZ EVAWATION Evaluation Report P12060.02.09-R21 FL5259-RZS Revision 21: 10/17/2016 Page 5 of 13 TRINITY ERD 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 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. ElastoflexS6 G or S6 G FR in hot asphaitto: > Dens Deck Prime or SECU ROCK 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. 5.6.3 Bond to Mechanically Attached Base Layer: 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 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex 56 G or S6 G FR in hot asphalt to: > ASTM D226, Type I or 11 felt; Elastobase; Elastobase P, Mule -Hide Nail Base or PolVglass G2 Base. Polyflex G or G FR torch -applied to: > Elastobase, Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum 6odified requirements. For installations under foam -on tile 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 'rile 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/TRJ April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRl 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 ps : Deck; Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, PolystickTU 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 = -97.5 psf.* Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: PolystickTU P, PolystickTU 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 and back -nailed within the selvedge -edge side laps using 12 ga. x 1W ring shank nails through 32 ga., 1-5/9" diameter tin caps spaced 12-inch o.c. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVAUUATION FL5259-R25 Revision 21:10/17/2016 Page 6 of 13 *A AA TRINITY ERD 5.6.4.3 Maximum Design Pressure -105 psf-. Deck: Min. 15/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: PolystickTU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP Fil, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x W ring shank nails through 32 ga., 1-5/9" diameter tin ups spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure = -135 p Deck; Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 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, PolystickTU 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. 5.6.4.5 Maximum Design Pressure = -325 ps Deck: Structural concrete to meet project requirements to satisfaction of Authority Having.luriscliction. Primer! PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment; Polystick TU P, PolystickTU Plus, Polystick TU Max, Tile Pro, PoWex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule�Hide SA-APP Cap Sheet (FR), self -adhered, 5.6-4.6 Maximum Design Pressure = -622.5 ps : Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex S6 G, applied In fu 11 mo pping of hot asphalt o r Polyflex G, torch -a pplied. 5.6.4.7 Maximum Design Pressure = -30.0 psf*: Deck: Min. 15/32-Inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 ' meta[ 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: PolystickTU P, PolystickTU 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. 5.6.4.8 Maximum Design Pressure = -37.5 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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: PolystickTU P, PolystickTU Plus, PolystickTU Max, Polyflex SAP, Polyfl"SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6A.9 Maximum Design Pressure = -37.5 psf*: Deck; Min. 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type 11 felt Fasteners: 11 ga. x 1.25-Inch long x 1-inch head diameter round metal cap nails Spacing: G-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. y . iv M Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R21 Certifimte ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5259-RZS Revision 21: 10/17/2016 Page 7 of 13 TRINITY ERD 5.6-4-10 Maximum Design Pre sure -4S psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTIM D226, Type 11 felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertincaps 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 S6 G, applied in full mopping of hot asphalt 5.6-4-11 Maximum Design Pressure = -45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 S.6.4.12 Maximum Design Pressure = -45 ps Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot�asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MA)O(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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.13 Maximum Design Pressure = -52.5 ps : Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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. 5.6.4.14 Maximum Design Pressure= -52.5 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastabase or Mule -Hide Nall 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, PolystickTU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FRI, self -adhered. 5.6.4.15 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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: ElastoflexS6 G, applied in full mopping of hot asphalt or PolVflex G, torch -applied. 5.6.4.16 Maximum Design Pressure = -60 ps Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 SG G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. FILC UUPY Exterior Research and Design, ULC. Certifimte of Authorization #9503 rsC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 8 of 13 TRINITY ERD 5.6.4.17 Maximum Design Pressure -60 a Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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. 5.6.4.19 Maximum Design Pressure = -67.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-Inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-518-Inch diameter tin caps Spacing: 8-Inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows. Underlayment; Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.19 Maximum Design Pressure = -75 psf- Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-Inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 113-Inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.20 Maximum Design Pressure = -90 psh DecL- Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MW 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 S6 G, a ppI led in fu I I mopping of hot asphalt or Polyflex G, to rch-a ppl led. 5.6.4.21 Maximum Design Pressure= -90 ps : Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 Roolgrip 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 SG G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.22 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast#14 HD with Trufast 3" Metal Insulation Plates Spacing: G-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. 5.6.4.23 Maximum Design Pressure = -90 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-Inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 9 of 13 TRINrrY ERD 5.6-4-24 Maximum Design Pressure= -97.5 p Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 4Anch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: PolystickTU P, Polystick TU Plus, Polystick TU Max, Po"ex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6-4-25 Maximum Design Pressure = -105 ps Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 SIS G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.26 Maximum Design Pressure = -112.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule,Hide Nail Base (polV-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 diametertincaps Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer. PG100orASTM D41 primerat all tin -caps Base Ply: 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. 5.6-4-27 Maximum Design Pressure = .220 0 DecL, Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 Roolgrip 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 five (5) equally spaced staggered center rows. Undedayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6A.28 Maximum Design Pressure = -120 p Deck; Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet; Elastobase (sanded top surface) Fasteners: Trufast #12 OP orTrufast #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 rive (5) equally spaced staggered center rows. Underlayment: ElastoflexS6 G, applied in full mopping of hot asphalt. 5.6-4-29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6-4-30 For mechanically attached base sheet, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FIVI Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180- days after installation. Exterior Research and Design, ULC. Evaluation Report P12060.02.09-R21 Certificate ofAuthorizaton #9503 FBC NON-HVHZ EVALUATION FL5259-RZ5 Revision 21: 10/17/2016 Page 10 of 13 ' J"�.p 0 in, TRINITY ERD Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex 56 G or Polyflex G only), in which case the maximum exposure is 180 days. 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 11 underlayment in FEC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-T-ile 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 I herein, using the instructions noted above as a guideline. 6.4 Polystick MTS, MTS PLUS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FRI: 6.4.1 6.4.2 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. 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 lb. 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 Scam of Dual Pro and rile Pro Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21 Certificate OfAuthorization #9S03 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 21 of 13 IF-ILE CUR - TRINITY ERD 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 PGSOO 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 Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PGSOO 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-lb weighted -roller or, an 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 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed foripolystickw-xe or Polystick MU-X): Reference is made to FRSA/TRI April 2012 (04-12) installation Manual and Table I herein, using the instructions noted above as a guideline. For mechanically fastened tile 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 tile systems over Polystick MTS PLUS: > Battens are required for loading/stagingof lugged tile regardless of slope. > Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.4.4 Two (21 Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Poiystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X 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, Tile Pro 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 FIR: 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 I herein. 6.5.2 Elastoflex SIS G or 56 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 Mide, 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 file staging. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-RZS Revision 21: 10/17/2016 Page 12 of 13 FIL�Fm TRINITY ERD 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used an all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail - 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. 6.7.4 For nail -on tile systems over Poiystick 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 seif-adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. BUILDING PERMIT REQUIREMENTS: A:s required bythe Building Official orAuthority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contactthe noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC— QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21 Certificate ofAuthorization #9503 FBCNON-HVHZEVAWATION FL5259-1125 Revision 21: 10/17/2016 Page 13 of 13