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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFI'1Product Approval t. 'fir USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL19621 Application Type New Code Version 2014 Application Status Approved Comments Archived rr Product Manufacturer x T, Address/Phone/Email Authorized Signature r '.# }-r s Technical Representative N } Address/Phone/Email Quality. Assurance Representative Address/Phone/Email ' Category �__-'„ ,;:'r: Subcategory Florida Engineer or Architect Name who developed the Evaluation Report I Florida License Quality Assurance Entity Quality Assurance. Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Sunlast Metal 2120 SW Poma Drive Palm City, FL 34990 (772) 223-4055 Oval Idati on@yahoo. com Terry Kapron Oval idatlon@yahoo.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Locke Bowden PE-49704 Keystone Certifications, Inc. 03/02/2026 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Ft t9621 RO COI Fl, 17701 Sunlast Metal ssrodf Standard Year TAS 100 .1995 TAS 125 2000 TAS 125 2003. https://floridabuilding.org/pripr_app dtl.aspx?param=wGEVXQw...2fGGFsMxvHNQgk6GRNt8kduX9Ye74PcXHl7%2bti8c9lg%3d%3d 10/23/16, 6;33 PM Page 1 of 2 Equivalence of Product Standards Certified By ,t K. s Sections.from the Code C t F " i r•) [ h VI Product Approval Method Date Submitted v Date Validated q Date Pending FBC Approval _+ t Date Approved a + I _ Summarv.of Products Method 1 Option D 12/18/2015 12/18/2015 12/21/2015 02/10/2016 FL',# Model; Numtler or -Name Description 19621.1 "Key West Series" 5-V. Crimp -HVHZ 26 GA. HVHZ 24" Width Limits of Use Installation Instructions Approved for use In HVHZ: Yes LF 19621_gQIl FL 17701 Sunlast Metal scrndf Approved for use.outside HVHZ: Yes Verified By; Locke:Bowden, P.E. # 49704 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +n/a/-189:25 Evaluation Reports Other:-78.5psf @ 16" o.c.-189.25psf @ 8" ox, Install per FL19621 RO AE FL 17701 Sunlart Metal ssr.odf manufacturer instructions and RAS 133 in compliance with Created by Independent7hird Party: Yes FBC 2014 For HVHZ use Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 j ill! The State of Florida. is an AA/EEO employer. Co�r'ght 2007-2013 State of Florida Privacy Statement ;; Accessibility Statement :: Refund Statement ' Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions„ please contact 850.487:1395..•.Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees. licensed under Chapter 455; F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If. you do not wish to supply a personal address, pleaseprovidethe Department with an email address which can be made, available to the public. To determine If you are a licensee under f Chapter455, F.S.,.please click -here . Product Approval Accepts: Im PAN ECFEC, Credit Card Safe f httpst//fioridabuilding-org/pr/pr app_dti.aspx?pararn=WGEVXQ 2fGGFsMxvHNQgk6GRNt8kduX9Ye74PcXH179o2bti8c9lg%3d%3d 10/23/16, 6:33 PM Page 2 of-2 Locke Bowden, P.E. 9450 Alysbury Place Montgomery, AL 36117 Manufacturer: Sunlast Metal, lnc.. 2120 SW Poma Drive Palm City, FL 34990 Code Compliance: Florida Building Code 2014 Rule # 61G20-3 Category: Roofing. Sub -Category Metal Roofing.HVHZ FL 17701. "Key West Series" Product: 5V-Crimp Metal. Roof Panel Support Substrate: 15/32" APA Wood Deck min. over supports at 24" spacing maximum Material 26GA steel Yield StrenO'h 55ksi min. Corrosion resistant: Material to comply with FBC section 1517.6 for HVHZ (Design of support system not included in this -report) Panel Dimensions: Thickness=266A.steel . Width::24"- Rib Height: 5/8" High rib:12"o.c Slope: 2/12.min. or greater in compliance with FBC 2014; Section 1515.2 Underlayment: In conformance too FBC 2014. Fire Classification: Not within the scope of this report. Fastener: Corrosion resistant #10-1-1/2 (3/16 . min. penetration through support; Wood-Zac. XG Fastener, Hex Head w/Neoprene washer fastener or equivalent In compliance with FBC Section 1506.6 and 1507.4.4 Insulation: Optional -Rigid insulation board, 3" max thicknesscompliant with: FBC 2014 Section 1508.2 Installation: Install per manufactures details,and RAS 133 w.__!_._ ■ 1.-nA& n- . T..L.1e A WeSISF1 NIAIIL rl Ca.7Y1 C. I.aY1c r+ Roof Areas Field Perimeters and Corners Max.. Design Pressure . -,78.5 psf -189.25 psf Fastener. Spacing 16" O.C. Fastener Size ##10 . #10 *Maximum. Design Pressures include 2:1 Safety Factor Quality Assurance: in accordance with FBC 2014 and Rule # 61G20=3: Keystone Certification, Inc. QUA 1824 Code Compliance demonstrated.; Florida Building Code 2014 Section 1523.6.5.2.4.1 This.report is limited to compliance with the structural wind load requirements, of the FBC.2014. Required wind loads shall be determined: per: project per FBC 2014 and any rational analysis computation -shall be prepared by a licensed design professional.' Reference Data: Architectural Testing Inc (TST 1527) #FO755..01=450-18 Architectural Testing Inc (TST-1527.) #04.12-1017-05 Architectural'Testing Inc. (TST 1527) #SFMS-001-02-01. PRI Construction Material Techl11. ologies(TST5878) AKZC-001-02-01/05 PRI Construction Material Technologies(TST5878)AKZC-�001-02-01/05 AKZO Nobel Coatings, Inc. Lab Form TAS 125-2003 TAS-125-2003' TAS 100-1995 TAS 110-2000 ASTM -B 117-2002 AST M G 153 Locke Bowden, P.E. -� 9450.Alysbury Place Montgomery, AL 36117 Manufacturer: Sunlast Metal, Inc. FL 17701 2120 SW Poma Drive Palm City, FL 34990 Certificate of Independence Locke Bowden, P.E. does not have, not will acquire financial Interest In any company manufacturing or, distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated or controlled by any company manufacturing or distributing products under this report. Install Detail TYPICAL ASSEMBLY PROFILE VIEW Fastener: #10-1-1/2" WoodZac XG Perimeter/Corner fastener spacing 8"o.c Field fastener spacing 16"o.c. t� do a 300 Tam* 'A" s • �\ s Ems. oveluip ®,,tt1i911i►p tia C.1�Gip p p,bNo. 49704 O Lofike Bowden,. P.E. FL — 704 S-fATE OF 1-4AI- C- �..` ��trieIIIIIItt►�� EXTERIOR RESEARCH & DESIGN, I.I.C. — Certificate of Authorization #9503 TRINITY ERD 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R22 150 Lyon Drive FL5259-R26 Fernley, NV 98408 Date of Issuance: 02/24/2009 (570) 384-1230 Revision 22: 03/13/2017 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 51h 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 I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/13/2017. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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. 5. This is a building code evaluation. Neither Trinity I 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. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, following sections of the Sth Edition (2014) Flor Compliance is subject to the Installation Require 2. STANDARDS: �l TRINITY I ERD produced by Polyglass USA, Inc., have demonstrated compliance with the Building Code through testing in accordance with the following Standards. its and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelera6d 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: Entity 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 Prloperties 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 PrQ� perties 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 Prolperties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Pro erties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 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 I 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift I P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift I P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift I P30540.11.09-131 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift I 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, I.I.C. I Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1126 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 2 of 14 �TRINrry-'JERD Entity 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-Ri 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 10/01/2014 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 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD (TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD (TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 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 Exp. 04/24/2018 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. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP 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 TAS 103. 4.2.2 Polystick MTS 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, I.I.C. Evaluation Report P12060.02.09-R22 Certificate afAuthorization #9503 FBC NON-HVHZ EVALUATION FL5259-1126 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 3 of 14 V TRINITY ( ERD 4.2.4 Polystick TU Plus is a nominal 80-mil th ck rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D 1 970 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 AS 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 ProTM is a nominal 60- it thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.9 Polystick Tile ProTM is a nominal 60-111 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 srface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of an sand -surfaced SBS modified bitumen back -side and granulsurfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofipg" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-121) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from RSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternatelto Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanicallyfastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap S eet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are poly)I ster reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened ol(I adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neith' r Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evacuation 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 thel 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 Ilisted, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combin d with supporting data for the prepared roof covering. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1126 Polyglass USA, Inc. Revision 22: 03/13/2017 I Page 4 of 14 C)o ` '\JTRINITY ERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Elastobase Yes Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Elastobase P Yes Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Polyglass G2 Base No Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) No No No Polyglass APP Base No Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes Yes Yes (See 5.5.1) No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLETILE ADHESIVE, UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Underlayments Approval Convenience Products' Touch'n FL14506 PolystickTU Plus, PolystickTU Max Seal StormBond Roof Tile Adhesive Dow TileBondT1 FL717 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® AH-160 FL6332 Elastoflex G TU, 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) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® RTA-1 FL6276 Elastoflex G TU, 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) Polyglass PolyLok Roof Tile FL17855 Polystick TU Plus or Polystick TU Max Adhesive 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION, FL5259-11126 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 5 of 14 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile I (FR) self -adhered to: ➢ New untreated plywood; ASTM D41 plywood; New or existing, unprimi Southern Yellow Pine; ASTM D41 (designed and installed to meet win( Note: Polyglass does not require primii OSB sheathing should be cleaned of all i Elastoflex G TU, Elastoflex S6 G or Elasto ➢ ASTM D41 primed structural concrete Polyflex G or Polyflex G FR torch -applied ➢ ASTM D41 primed structural concrete rTRINITY I ERD Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet )rimed new untreated plywood; Existing plywood; ASTM D41 primed existing J OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed rimed structural concrete; Huber Engineered Woods "ZIP System" Panels loads for project). a of new or existing plywood or OSB sheathing. New or existing plywood or ,rt and debris prior to application of Polystick membranes. `lex S6 G FR in hot asphalt to: 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 polyisocyanu rate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber IRoof Board. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete;; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. 5.6.3 5.6.4 For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covell'ing 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 acicordance with FBC Section 1504.3.1. Polystick (all variations), Polyflex SAP or Tile Pro self -adhered to: ➢ ASTM D226, Type I or II felt; Elastobase Elastoflex G TU, Elastoflex S6 G or Elastoff ➢ ASTM D226, Type I or II felt; Elastobase Polyflex G or Polyflex G FR torch -applied t ➢ Elastobase; Elastobase P, Mule -Hide Ni For installations under mechanically atta codified requirements. For installations requirements of FRSA/TRI April 2012 (04- accordance with FBC Section 1504.3.1. address wind uplift resistance of all undo forms part of the load -path. The follo% addressed in FRSA/TRI April 2012 (04-12) result of testing for wind load resistance divided by 2 (the 2 to 1 margin of safety 1 12), Appendix A, Table 1A or FBC 1609 for Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Elastobase P or Mule -Hide Nail Base. c S6 G FR in hot asphalt to: Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. I Base, Polyglass G2 Base or Polyglass APP Base. hed prepared roof coverings, base layer shall be attached per minimum under foam -on tile systems, base layer shall be attached per minimum 2), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in is in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not ayment systems beneath foam -on tile systems, where the underlayment ng wind uplift limitations apply to underlayment systems that are not id are used in foam -on tile applications. Maximum Design Pressure is the ased on allowable wind loads, and reflects the ultimate passing pressure r FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- etermination of design wind loads. Evaluation Report P12060.02.09-R22 Z EVALUATION FL5259-R26 USA, Inc. Revision 22: 03/13/2017 Page 6 of 14 Q'TRINITYIERD 5.6.4.1 Maximum Design Pressure = -90 psf: 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, 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 = -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: 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 and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. 5.6.4.3 Maximum Design Pressure = -105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 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 and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure = -135 psf: 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, 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. 5.6.4.5 Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. 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. 5.6.4.6 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 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 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. 5.6.4.8 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: 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, U.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION 171.5259-1126 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 7 of 14 5.6.4.9 ,-,,I TRINITY ERD Deck: Min.19/32-inch plywood to imeet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTIM D226, Type 11 felt Fasteners: 11 ga. x 1.25-inch long x 1-inFh 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.10 Maximum Design Pressure = -45 psf*: Deck: Min. 19/32-inch plywood to r Base Sheet: One (1) layer ASTM D226, Tyl Fasteners: 11 ga. x 1.25-inch x 3/8-inch i Spacing: 4-inch o.c. at the 2-inch wide' Base Ply: (Optional; for use with self-ac Underlayment: Polystick TU P, Polystick TU P Mule -Hide SA-APP Cap Sheet feet project requirements to satisfaction of Authority Having Jurisdiction. e II felt ead diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps ;ide laps and 4-inch o.c. at two (2) equally spaced staggered center rows. hering underlayment only) Polystick MTS PLUS, self -adhered us, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt. 5.6.4.11 Maximum Design Pressure = -45 psf*, Deck: Min. 19/32-inch plywood to m Base Sheet: Two (2) layers ASTM D226, Ty Fasteners: 11 ga. x 1.25-inch long x 3/8-in Spacing: 9-inch o.c. at the 2-inch wide I Base Ply: (Optional; for use with self -ad Underlayment: Polystick TU P, Polystick TU PI Mule -Hide SA-APP Cap Sheet asphalt. 5.6.4.12 Maximum Design Pressure = -45 psf: Deck: Min.15/32-inch plywood to mI Base Sheet: Elastobase (sanded top surface Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide si Underlayment: Elastoflex G TU or Elastoflex S6 5.6.4.13 Maximum Design Pressure = -52.5 Dsf: eet project requirements to satisfaction of Authority Having Jurisdiction. pe II felt ch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps ide laps and 9-inch o.c. at two (2) equally spaced staggered center rows. ering underlayment only) Polystick MTS PLUS, self -adhered s, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot Deck: Min. 15/32-inch plywood to mE Base Sheet: Elastobase (sanded top surface Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide si Underlayment: Elastoflex G TU or Elastoflex S6 5.6.4.14 Maximum Design Pressure = -52.5 DO: Deck: Min. 15/32-inch plywood to me Base Sheet: Elastobase or Mule -Hide Nail B; Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide si Base Ply: (Optional) Polystick MTS PLUS, Underlayment: Polystick TU P, Polystick TU Plu Mule -Hide SA-APP Cap Sheet (F 5.6.4.15 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to me Base Sheet: Elastobase (sanded top surface Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide si Underlayment: Elastoflex G TU or Elastoflex S6 Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC et project requirements to satisfaction of Authority Having Jurisdiction. for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap) le laps and 18-inch o.c. at two (2) equally spaced staggered center rows. G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. et project requirements to satisfaction of Authority Having Jurisdiction. for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) laps and 12-inch o.c. at two (2) equally spaced staggered center rows. applied in full mopping of hot asphalt or Polyflex G, torch -applied. project requirements to satisfaction of Authority Having Jurisdiction. (poly -film top surface) laps and 6-inch o.c. at four (4) equally spaced staggered center rows. If -adhered Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and , self -adhered. project requirements to satisfaction of Authority Having Jurisdiction. hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) laps and 6-inch o.c. at four (4) equally spaced staggered center rows. applied in full mopping of hot asphalt or Polyflex G, torch -applied. Evaluation Report P12060.02.09-R22 EVALUATION F1.5259-1126 USA, Inc. Revision 22: 03/13/2017 Page 8 of 14 C_)o TRINITY I ERD 5.6.4.16 Maximum Design Pressure = -60 psf: 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 torcli-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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.17 Maximum Design Pressure = -60 psf: 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.18 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 1-5/8-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 G TU or 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 CMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-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 G TU or 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 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 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.21 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 for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: CMG #12 Standard Roofgrip or CMG #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 G TU or Elastoflex S6 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 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 three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1122 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION, FL5259-R26 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 9 of 14 5.6.4.23 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to Base Sheet: Polyglass G2 Base or Polygla Fasteners: Dekfast #14 with Dekfast H( OMG Flat Bottom Plates (. Fasteners Spacing: 9-inch o.c. at the 4-inch wid( Underlayment: Elastoflex G TU or Elastofle applied. 5.6.4.24 Maximum Design Pressure = -97.5 psf: Deck: Min. 19/32-inch plywood to Base Sheet: Elastobase or Mule -Hide Nail Fasteners: 11 ga. x 1.25-inch x 3/8-inch Spacing: 4-inch o.c. at the 4-inch wide Base Ply: (Optional) Polystick MTS PW Underlayment: Polystick TU P, Polystick TU P Mule -Hide SA-APP Cap Sheet 5.6.4.25 Maximum Design Pressure = -105 psf: Deck: Min. 15/32-inch plywood to r Base Sheet: Elastobase (sanded top surfai Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide Underlayment: Elastoflex G TU or Elastoflex! 5.6.4.26 Maximum Design Pressure = -112.5 psf: Deck: Min. 19/32-inch plywood to r Base Sheet: Elastobase or Mule -Hide Nail Fasteners: 11 ga. x 1.25-inch x 3/8-inch I Spacing: 6-inch o.c. at the 4-inch wide Primer: PG100 or ASTM D41 primer a Base Ply: Polystick MTS PLUS, self-adhe Underlayment: Polystick TU P, Polystick TU P Mule -Hide SA-APP Cap Sheet 5.6.4.27 Maximum Design Pressure = -120 psf: Deck: Min.15/32-inch plywood to r Base Sheet: Elastobase (sanded top surfai Fasteners: OMG #12 Standard Roofgrip Plates Spacing: 6-inch o.c. at the 4-inch wide Underlayment: Elastoflex G TU or Elastoflex 5.6.4.28 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to r Base Sheet: Elastobase (sanded top surfa( Fasteners: Trufast #12 DP or Trufast #14 Spacing: 6-inch o.c. at the 4-inch wide Underlayment: Elastoflex G TU or Elastoflex! 5.6.4.29 All other direct -deck, adhered Polyglas Design Pressure of -45 psf. V TRINITY I ERD eet project requirements to satisfaction of Authority Having Jurisdiction. APP Base (requires use of torch -applied underlayment) plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with cuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap side laps and 9-inch o.c. at four (4) equally spaced staggered center rows. S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - feet project requirements to satisfaction of Authority Having Jurisdiction. Base (poly -film top surface) lead diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. i, self -adhered [us, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and (FR), self -adhered. et project requirements to satisfaction of Authority Having Jurisdiction. for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) le laps and 6-inch o.c. at three (3) equally spaced staggered center rows. G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. get project requirements to satisfaction of Authority Having Jurisdiction. ase (poly -film top surface) gad diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps ide laps and 6-inch o.c. at four (4) equally spaced staggered center rows. all tin -caps Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and . self -adhered. et project requirements to satisfaction of Authority Having Jurisdiction. for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal le laps and 6-inch o.c. at five (5) equally spaced staggered center rows. G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. project requirements to satisfaction of Authority Having Jurisdiction. D with Trufast 3" Metal Insulation Plates de laps and 6-inch o.c. at five (5) equally spaced staggered center rows. G, applied in full mopping of hot asphalt. underlayment systems beneath foam -on tile systems carry a Maximum Exterior Research and Design, U.C. I Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 10 of 14 i QO TRINITY I ERA. 5.6.4.30 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM 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, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. 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 Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 5.3, Note 1 of ASTM D1970-09, should be established as to slip resistance. 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 G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex 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. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION. FL5259-R26 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 11 of 14 TRINITY ERD 6.4 Polystick MTS, MTS PLUS, IR-Xe, TU P, +T+U 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 (FR): 6.4.1 Shall be installed in compliance with tfie codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. Note: Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, t Isted at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 5.3, Note 1 of ASTM D1970-09, should be established as to slip resistance. 6.4.2 Direct -to -Deck with Mechanically Faste ', ed 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 splacing, 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. 6.4.3 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 the top sheet to the end of the glue (the sheet will overlap the fabric). All over -fabric and over -granule end-lar Wet/Dry Cement or Polyglass PG500 M, Polystick TU Plus, Dual Pro and Tile Pro or exposed roof to wall details Repair of Polystick membranes is to be a Polyglass PG500 Modified Cement to Polystick material of like kind, set and installed in a water shedding manner. All Polystick membranes shall be insta minimum of 40-lb weighted -roller or, .or for the field membrane. Hand rollers are roof that are not accessible to a large rol Reference is made to FRSA/TRI April 2C above as a guideline. For mechanically fastened the roofing c Sheet fastening shall be not less than FI For adhesive -set tile applications, refer For nail -on tile systems over Polystick F For nail -on tile systems over Polystick P ➢ Battens are required for loading/st ➢ Battens are required for loading/st of View of Ovelap Seam of Dual Pro and Tile Pro shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified ified Cement applied in between the application of the.lap. ay not be used in any exposed application such as crickets, exposed valleys, :complished by applying Polyplus 50 Premium Modified Wet/Dry Cement or he area in need of repair, followed by a minimum 6 x 6 inch patch of the hand rolled in place over the repair area. Patch laps, if needed, shall be ed to ensure full contact with approved substrates. Polyglass requires a steep slopes, use of a stiff broom with approximately 40-lbs of load applied acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the �r or broom. (04-12) Installation Manual and Table 1 herein, using the instructions noted r 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base ►/TRI April 2012 (04-12), Table 1. Section 5.6.4 herein. 5, battens are required for loading / staging of the tile. 5 PLUS: ng of lugged the regardless of slope. ng of flat tile at slopes in excess of 5:12. Exterior Research and Design, I.I.C. I Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVH2 EVALUATION FL5259-R26 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 12 of 14 TRINITY JEkD 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, 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 G TU, Elastoflex S6 G or Elastoflex S6 G FIR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D638O, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D638O, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FIR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR 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 Polyflex G FIR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FIR is for use as an alternate to the Heat Applied applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FIR 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. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1126 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 13 of 14 6_7 6.7.1 6.7.2 6.7.3 6.7.4 6.7.5 ,I I RINITi I ERD Tile Staging: Tile shall be loaded and staged in a m?nner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for He staging. Battens and/or Counter -battens, as.rZired by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. I Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or dlamage to the underlayment during the loading process. For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. For nail -on tile systems over Polystick I( TS PLUS: ➢ Battens are required for loading/s�aging of lugged tile regardless of slope. ➢ Battens are required for loading/s aging of flat tile at slopes in excess of 5:12. 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 1 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancelloi Jurisdiction in order to properly evaluate the installation of this product. uct locations covered for F.A.C. Rule 61G20-3 OA requirements. Isom OF EVALUATION REPORT - Exterior Research and Design, U.C. IEvaluation Report P12060.02.09-R22 Certificate of Authorization #9503 Fi3 1,1014-HVH2 EVALUATION FL5259-1126 Polyglass USA, Inc. Revision 22: 03/13/2017 Page 14 of 14