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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTFlorida Building Code Online III https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq... SCANNED ka, Business- Regulation �t V�ciP �oH �r BCIS Home I Log In I User Registration I Hot Topics I submit Surcharge I Stats a Facts I Pubrxations I FBC Staff I BCIS Site Map I Links I Search I Florida wj "*. Product Approval R USER: Public User Product Aooroval Menu > Product or Apprica io Search > Ppolkation List > Application Detail • FL # FL5259-R27 $T. LZiC E COUN ,Y Pli ' DIVISION F-.VIEW ED FOR COE Application type Revision • uK v1L�eE ED Code Version 2017 DATE Application Status Approved PLANS AND PEWMIT W S BE KEPT ON JOD `OR IN TINSPECTION WILL E M A�E. Comments Archived I Product Manufacturer POLYGLASS USA THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email 1111 W. Newport Center DriveARE SUBJECT TO ANY CORRECTIONS Deerfield Beach, FL 33442 (954) 233-1378 Ext 242 REQUIRED BY FIELD INSPECTORS THAT alender@polyglass.com MAY BE NECESSARY IN OADEA TO Authorized Signature Ariel Lender COMPLY WITH ALL APUAAI.9 CODES, alender@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center DrIveCONCFXED FASTENERS OR ATTACHMENTS Deerfield Beach, FL 33442 (912) 429-8610 ARE THE RESPONSIBILITY OF MAIpert@polyglass.com THE CONTRACTOR OF RECORD Quality Assurance Represe tative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 i (954)233-1230 ALender@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I_.: Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard ind Year (of Standard) I I of 2 PE-59166 UL LLC 10/05/2018 John W. Knezevich, PE C Validation Checklist - Hardcopy Received FL5259 R27 COI 2017 01 COI Nieminen.odf Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 won 2011 NM r I L t uury 3/12/2018, 5:23 PM Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq... ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/18/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 FL # Model, Number or Description Name 5259.1 Polyglass Roof UnderlaymOts Roofing underlayments Limits of Use I Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5259 R27 II 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R27.pdf Veri ied By: Robert Nieminen PE-59166 Impact Resistant: N/A I Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this Created by Independent Third Party: Yes Evaluation Reports application relates to one particular underlayment system (ove l concrete deck) FL5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R27.pdf for use under foam -on tile systems (where the underlayment forms part of the load - Created by Independent Third Party: Yes path). 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. Bads Nett Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Per Statement :: Accessbilly Statement :: Refund Statement Under Florida law, email address I 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 mat. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, elective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used forofficial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S„ please click hem. Product Approval Accepts: ® ® ® lCixck Credit Card Safe 2 of 2 1 3/12/2018, 5:23 PM (PTRINITYIERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570)384-1230 EXTERIOR RESEARCH & DESIGN, L Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report P32060.02.09-1123 FL5259-R27 Date of Issuance: 02/24/2009 Revision 23: 09/14/2017 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 6 i Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABEUNG: Labeling shall be in accordance with the requirements th CONTINUED ComPuANcE: This Evaluation Report is valid until such Quality Assurance documentation changes, or provisions of the Cc Evaluation Report by the named client constitutes agreement to In referenced Quality Assurance documentation changes. TrinitylEl relative to updated Code requirements with each Code Cycle. ADVERTISEMENT. The Evaluation Report number preceded by th advertising literature. If any portion of the Evaluation Report is di I INSPECTION: Upon request, a copy of this entire Evaluation Report! distributors and shall be available for inspection at the job site at This Evaluation Report consists of pages 1 through 14. Accredited Quality Assurance Agency noted herein. me as the named product(s) changes, the referenced a that relate to the product change. Acceptance of this ify Robert Nieminen, P.E. if the product changes or the requires a complete review of this Evaluation Report e words +TrinitylERD Evaluated" may be displayed in splayed, then it shall be done in its entirety. shall be provided to the user by the manufacturer or its he request of the Building Official. Prepared by: ti�� Rio-7:SlII'�y� 14 Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No. 59166, Florida DCA ANE1983 ;hill W P.E. on 09/1412017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl 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. QOTFUNITYIER,-D ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing i Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc, have demonstrated compliance with the following sections of the a Edition (2014) 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 Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1S07.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Nitt Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018.02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033.02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TSi 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28J2008 PRI (TST 5878) Physlcal Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088.02-01 07/29/2009 MTi (TST 2508) Physical Properties JX201­17A 04/01/2008 MT] (TST 2508) Physical Properties RX14EBA 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD (TSt 6049) Physical Properties P11030.11.09-1 12/30/2009 ERD (TST 6049) Wind Uplift P13030.11.09-2 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 ERD (TST 6049) Physical Propertlesl P33370.04.11 04/26/2011 ERD (TST 6049) PhysicalPropertles P37300.10.11 10/19/2011 Exterior Research and Design, I.I.C. wOJlcate offtthadzotlon e9503 I a EDITION (2017) FRC NON-HVH2 EVALUATION Evaluation Report P12060.02.09-R23 FL5259-R27 Polygless Roof Undertayments; (5701384-1230 Revision 23: 09/14/2017 Page 2 of 14 i Q0,"NITYIERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P40390.08.12-1 03/06/2012 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-R3 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03.R1 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) 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-SC12025.30.16 10/12/2016 ERD (TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016 ERD (TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD (TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC-ES (EVL 2396) IBCCompliance ESR-1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NDA 14-0717.08 01/22/2015 Polyglass USA ManufacturingAffidWtl 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 I Service Confirmation Exp.10/05/2018 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 modifiedlbitumen base sheet. 4.1.3 Polyglass 62 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP bitumen base sheet. modified 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 IR-1(e is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU Plus Is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and i AS 103. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 CertlJRate clAuthorhanon 49503 a EDITION 12017) FBC NON4fAa EVALUATION FL5259-R27 PalWass Roof UnderIlayments; (570) 384-1230 Revision 23: 09/14/2017 IPage I 3 of 14 VTRINITYIERD 4.2.4 Polystitk 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. 4.2.5 Po ystick TU Max s a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/mz polyester --fabric surface; me is ASTM D1970 and TAS 103. 4.2.6 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 FRSA I RI April 2012. 4.2.7 WOM Dual PrOTm is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.8 Fbl®t Tile Prom 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. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets A188 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 a sand -surfaced SBS modified bitumen back -side and granule -surfaced APPI modified bitumen top -side. Elastoflex G TU 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 rooflsystems or Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered file 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 FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to 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 FR Is for use as an alternate to Hot Asphalt applied "Cap Sheet' 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 polyester 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 or adhered the roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet' in the 'Two Ply System" fro FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 5. UWATiONS: I 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. I 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product 1 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. Exterior Research and Design, LLC. Certi loose ofAuthodudw 09503 d " EDMOI Powass Evaluation Report P12060.02.09-1123 FL5259-R27 Revision 23:09/14/2017 Page 4 of 14 TRINITYjERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Undedayment Asphalt Shingles NaiWn Tile Po.On Tile Metal & dShakes ingles Slate Elastobase Yes Yes IBaseSheetin2-ptysystem) I Yes (Base Sheetln2-ply system) Yes Yes Yes Elastobase P Yes Yes (Basesheetin2 tysynem) ( ISheet nz-pNsysrem) Yes Yes Yes Polyglass G2 Base No (am sheet Yes 2�system) ( Isheetin2ylysystem) No No No Polyglass APP Base No Yes (8ase5heetln2-pNsystem) I Yes (Base Sheetin 2-ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes PoWcklR-Xe Yes No I No No Yes Yes Polystick TUP Yes Yes Yes (SeeSS.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5S.1) Yes Yes Yes Polystck TU Max No Yes Ves (See 55.1) Yes No No Polystick Dual Pro Yes No I No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See S.5.1) Yes Yes Yes Polystick MU-X Yes No I -No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 55.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 55.1) No Yes Yes Polyflex G Yes Yes I Yes (See SS.1) No Yes Yes PolyflexG FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes I Yes (See5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes Yes I Yes (See 55.1) No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE lA: ALLOWABLE TILEADHFSIVE / UNDERLAYMENT COMBINATIONS) Adhesive Florida Product i Underiayments Approval DAP Foam Touch'n Seal StormBond Roof FL14506 I Polystick TUPIus,PotystickTUMax Tile Adhesive DowTileBond'" FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Ti le Pro, ICP Adhesives Potyseto 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$6 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 Adhesive FL178SS Polystick TU Plus or Polystick TU Max I ' Fifer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. I Evaluation Report P32060.02.09-R23 Cerdflwte of Auftrlrption #9503 6' EDmON (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlaymentr (570) 384.1230 Revision 23: 09/14/2017 IPage 5 of 14 I I I I Q0'.N1TYJERD 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet 6) self -adhered to: New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural (concrete, Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of oll dirt and debris prior to application of Po/ystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: tt ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ff1ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation. Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: DASTM C1289, Type II, Class 1 polyisocyanurate jr Type V polyisocyanuratecomposite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR inihot asphalt to: ©Dens Deck Prime or SECUROCK Gypsum -Fiber RooflBoard. Polyflex G or Polyflex G FR torch -applied to: EASTM 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 Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: DASTM D226, Type I or II felt, Elastobase; Elastob Ise P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ©ASTM D226, Type I or 11 felt; Elastobase; Elastoiase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: ff]Elastobase; Elastobase P, Mule -Hide Nail Base,IPolyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under lfoam-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. j I I I I I Exterior Research and Design, LLG I Evaluation Report P12060.02.09-R23 Cerdfrmte oJAuthodratlon N9503 6Te EDITION (2017) FBC NON-HVHZ EVALUATION F 5259-R27 Polyglass Roof U i derlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 6 of 14 i �TPJNITYJERD 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used inlfoam-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 nos already been applied). Refer to FRSA/TRI April 2012 (04- 12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -90 psf: Deck: Min.15/32-inch plywood to meet project regi Primer: None Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Mule -Hide SA-APP Cap Sheet (FR), self -adhere #2 Maximum Design Pressure = -97.5 psf: Deck: Min.15/32-inch plywood to meet project regi Primer: PG300 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Mule -Hide SA-APP Cap Sheet (FR), selfadher 1W ring shank nails through 32 ga.,1-518" die #3 Maximum Design Pressure =-105 psf: Deck: Min.15/32-inch plywood to meet project req Primer: WB-3000 Underlayment: Polystick TU P, PolystickTU Plus, Polystick TU Mule -Hide SA-APP Cap Sheet (FR), self-adhei 1Y." ring shank nails through 32 ga.,1-5/8" dl 44 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project regi Primer: (Optional)PG100orASTM D41 Joints: Min. flinch wide strips of Elastoflex SA-V ovel Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Mule -Hide SA-APP Cap Sheet (FR), self-adhert #5 Maximum Design Pressure =-315 psf: Deck: Structural concrete to meet project reqt Primer: PG100orASfMD41 Underlayment: Polystick TU P, Polystick TU Plus, Polyst Sheet and Mule -Hide SA-APP Cap Sheet #6 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project refit Primer: PG300 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applic #7 Maximum Design Pressure =-30.0 psf': Deck: Min.15/32-inch OSB to meet project rei Base Sheet: Elastobase or Mule -Hide Nail Base (poly Fasteners: 11 ga. x 1.25-inch long x 1-Inch head dia Spacing: 6-inch o.c. at the 3-inch wide side laps a Underlayment: Polystick TU P, Polystick TU Plus, Polystl Mule -Hide SA-APP Cap Sheet (FR), self -a #8 Maximum Design Pressure =-37.5 psf•: Deck: Min.15/32-inch plywood to meet proje, Base Sheet: Elastobase or Mule -Hide Nail Base (poly Fasteners: 11 ga. x 1.25-inch long x 1-inch head dia Spacing: 6-Inch o.c. at the 3-inch wide side laps a Underlayment: Polystick TU P, Polystick TU Plus, Polysti Mule -Hide SA-APP Cap Sheet (FR), self-y to satisfaction of Authority Having Jurisdiction. Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and to satisfaction of Authority Having Jurisdiction. 3x, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and and back -nailed within the selvedge -edge side laps using 12 ga. x ?ter tin caps spaced 124nch o.c. to satisfaction of Authority Having Jurisdiction. Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and ed and back -nailed within the selvedge -edge side laps using 12 ga. x meter tin caps spaced 12-inch o.c. to satisfaction of Authority Having Jurisdiction. all plywood joints. Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and to satisfaction of Authority Having Jurisdiction. U Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap self -adhered. to satisfaction of Authority Having Jurisdiction. full mopping of hot asphalt or Polyflex G, torch -applied. rements to satisfaction of Authority Having Jurisdiction. m top surface) ter round metal cap nails 6-Inch o.c. at two (2) equally spaced staggered center rows. TU Max, Polyflex SAP, Polynex SAP FR, Mule -Hide SA-APP Cap Sheet and requirements to satisfaction of Authority Having Jurisdiction. Im top surface) eter round metal cap nails 16-Inch o.c. at two (2) equally spaced staggered center rows. TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Exterior Research and Design, U.C. I Evaluation Report P12060.02.09-R23 Cerallcvte ofAuthorizotion 119503 6' EDITION (2017) FBC N0N-HVHZ EVALUATION FL5259-RZ7 Polygiass Roof Unde i ayments; (S10) 384-1230 Revision 23: 09/14/2017 Page 7 of 14 #9 Maximum Design Pressure = -37.5 Psf': Deck: Min.19/32-inch plywood to meet project requi Base Sheet: One (1) or two (2) layers ASTM D226, Type II fel Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter r Spacing: 6-inch o.0 at the 3-inch wide side laps and 12-h Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in ful #10 Maximum Design Pressure =-45 psf Deck: Min.19/32-inch plywood to meet project requi Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-Inch x 3/8-inch head diameter ann Spacing: flinch o.c. at the 2-inch wide side laps and 4-in( Underlayment: PolystickTU P, PolystickTU Plus, PolystickTU h Mule -Hide SA-APP Cap Sheet (FR), self -adhered #11 Maximum Design Pressure =-45 psf•: Deck: Min.19/32-inch plywood to meet project requi Base Sheet: Two (2) layers ASTM D226, Type It felt Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diamete Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-ini Underlayment: PolystickTU P, PolystickTU Plus, PolystickTUl11 Mule -Hide SA-APP Cap Sheet (FR), self-adherl asphalt. #12 Maximum Design Pressure=-45 psf: Deck: Min.15/324nch plywood to meet project requi Base Sheet: Elastobase (sanded top surface for hot -asphalt Fasteners: Simplex MAXX Cap Fasteners 1"RINf TY J ERD to satisfaction of Authority Having Jurisdiction. And metal cap nails ch o.c. at two (2) equally spaced staggered center rows. mopping of hot asphalt. ( Aments to satisfaction of Authority Having Jurisdiction. lar ring shank roofing nails at 1-5/8-inch diameter tin caps h o.c. at two (2) equally spaced staggered center rows. lax, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and or Elastoflex G TU, applied In full mopping of hot asphalt. ements to satisfaction of Authority Having Jurisdiction. annular ring shank roofing nails at 1-5/8-inch diameter tin caps h o.c. at two (2) equally spaced staggered center rows. lax, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and or Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot rements to satisfaction of Authority Having Jurisdiction. or torch -applied cap or poly -film surface for torch -applied cap) 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #13 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32 loth 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: 94nch o.c. at the 2-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. #14 Maximum Design Pressure = -52.5 p5f: Deck: Min.15/324nch plywood to meet proj Base Sheet: Elastobase or Mule -Hide Nail Base (po Fasteners: Simplex Original Cap Nails Spacing: 6-Inch o.c. at the 3-Inch wide side laps Underlayment: PolystickTU P, PolystickTU Plus, Poly: Mule -Hide SA-APP Cap Sheet (FR), self #15 Maximum Design Pressure =-52.5 psf: Deck: Min.15/324nch plywood to meet proj Base Sheet: Efastobase (sanded top surface for hol Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c, at the 3-inch wide side laps Underlayment: Elastoflex G TU or Elastoflex 56 G, app #16 Maximum Design Pressure =-660 PSf: Deck: Min.19/32-inch plywood to meet proj Base Sheet: Elastobase (sanded top surface for ho Fasteners: 11 ga. x 1.25-inch long x 3/8-inch heacl Spacing: 8-inch o.c. at the 44nch wide side laps Underlayment Elastoflex G TU or Elastoflex S6 G, app luirements to satisfaction of Authority Having Jurisdiction. top surface) 6-Inch o.c. at four (4) equally spaced staggered center rows. TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and requirements to satisfaction of Authority Having Jurisdiction. shalt or torch -applied cap or poly -film surface for torch -applied cap) 6-inch o.c. at four (4) equally spaced staggered center rows. in full mopping of hot asphalt or Polyflex G, torch -applied. .ct requirements to satisfaction of Authority Having Jurisdiction. -asphalt or torch -applied cap or poly -film surface for torch -applied cap) diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps and 8-Inch o.c. at three (3) equally spaced staggered center rows. led in full mopping of hot asphalt or Polyflex G, torch -applied. I Exterior Research and Design, LLC I Evaluation Report P12060.02.09-R23 Certlfu to o)Authadzution 119503 6'x EDmON(2017)110C NON-HVH2 EVAWATION F1.5259-1127 Polyglass Roof Undedayments: (670) 384-1230 Revision 23: 09/14/2017 I Page 8 of 14 #17 #18 #19 #20 #21 #22 #23 Maximum Design Pressure =-60 psf: Deck: Min.19/32-Inch plywood to meet project requi Base Sheet: Elastobase (sanded top surface for hot -asphalt Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bat Spacing: 12-inch o.c. at the 4-inch wide side laps and 12• Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in ful Maximum Design Pressure =-67.5 psf: Deck: Min.15/32-inch plywood to meet project requi Base Sheet: Polyglass G2 Base or Polyglass APP Base (requir Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diamete Spacing: 8-inch o.c. at the flinch wide side laps and 8-Im Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in applied. Maximum Design Pressure =-75 psf: Deck: Min.15/32-Inch plywood to meet project requi Base Sheet: Polyglass G2 Base or Polyglass APP Base (requir Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #11 OMG Flat Bottom Plates (AccuTrac), Trufas{ Fasteners Spacing: 10-Inch o.c. at the 44nch wide side laps and 1D Underlayment: Elastoflex G TU or Elastoflex S6 G, applied i applied. Maximum Design Pressure = -90 psf. Deck: Min.15/32-inch plywood to meet project regw Base Sheet: Elastobase (sanded top surface for hot -asphalt Fasteners: Simplex MA)X Cap Fasteners Spacing: 6-Inch o.c. at the 2-inch wide side laps and 6- n Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In fu Maximum Design Pressure =-90 psf: Deck: Min.15/32-inch plywood to meet project requl Base Sheet: Elastobase (sanded top surface for hot -asphalt Fasteners: OMG #12 Standard Roofgrip or CMG #14 leav Plates Spacing: 6-inch o.c. at the flinch wide side laps and 6-in Underlayment: Elastoflex G TU or Elastoflex 56 G, applied ii fu Maximum Design Pressure = -90 psf. Deck: Min.15/324nch plywood to meet project iequi Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast Spacing: 6-Inch o.c. at the 4-inch wide side laps anJ &in Underlayment: Elastoflex G TU or Elastoflex $6 6, applied�in fu Maximum Design Pressure =-90Osf: Deck: Min.15/32-Inch plywood to meet project Base Sheet: Polyglass G2 Base or Polyglass APP Base Fasteners: Dekfast 014 with Dekfast Hex plates, OM OMG Flat Bottom Plates (AccuTrac), T Fasteners Spacing: 9-Inch o.c. at the flinch wide side laps and Underlayment: Elastoflex G TU or Elastoflex S6 G, applie applied. I VT-RINITYIERD ants to satisfaction of Authority Having Jurisdiction. rch-applied cap or poly -film surface for torch -applied rap) Metal Plates o.c. at two (2) equally spaced staggered center rows. aping of hot asphalt or Polyflex G, torch -applied. nents to satisfaction of Authority Having Jurisdiction. use of torch -applied underlayment) nnular ring shank roofing nails at 1-5/8-inch diameter tin caps o.c. at four (4) equally spaced staggered center rows. II mopping of hot asphalt or torch -applied or Polyflex G, torch- ements to satisfaction of Authority Having Jurisdiction. s use of torch -applied undedoymentj HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip 014 with HO with Trufast 34nch Insulation Plates or Simplex MAXX Cap inch o.c. at three (3) equally spaced staggered center rows. full mopping of hot asphalt or torch -applied or Polyflex G, torch- rements to satisfaction of Authority Having Jurisdiction. or torch -applied cap or poly -film surface for torch -applied cap) ch o.c. a4 two (2) equally spaced staggered center rows. II mopping of hot asphalt or Polyflex G, torch -applied. !ments to satisfaction of Authority Having Jurisdiction. r torch -applied cap or poly -film surface for torch -applied cap) Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal ch o.c. at three (3) equally spaced staggered center rows. II mopping of hot asphalt or Palyflex G, torch -applied. to satisfaction of Authority Having Jurisdiction. 3 " Metal Insulation Plates ch o.c. at three (3) equally spaced staggered center rows. It mopping of hot asphalt. requirements to satisfaction of Authority Having Jurisdiction. requires use of torch -applied underlayment) G #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with rufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap 9-inch o.c. at four (4) equally spaced staggered center rows. d in full mopping of hot asphalt or torch -applied or Polyllex G, torch- Exterior Research and Design, U.C. I Evaluation Report P12060.02.09-R23 cerdprote ofAutlrortwuon #9503 6O1 EOrrlON (2017) FRC NON-HVNZ EVAWATION FIS259-R27 PoWlass Roof UndeIhayments, (570) 384-1230 Revision 23: 09/14/2017 Page 9 of 14 TRINITY I ERD #24 Maximum Design Pressure = -97.5 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 (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-Inch o.c. at the 4-inch wide side laps and 4-inch c.c. at four (4) equally spaced staggered center rows. 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. I #25 Maximum Design Pressure=-105 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 it torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. atthe 2-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. 1#26 Maximum Design Pressure=-120 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-asphal or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex GTU or Elastoflex S6 G, applied in i II mopping of hot asphalt or Polyflex G, torch -applied. #27 Maximum Design Pressure = -120 DO: 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: 6-inch o.c. at the 4-Inch wide side laps and 611nch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied inIfull mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.2 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 1609.11 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 iSection 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. I 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Piyglass 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, 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 istobe adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex 56 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 tie (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 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. Exterior Research and Design, U.C. I Evaluation Report P12060.02.09-R23 Cert<prate ofauthorizodon 0503 6r" EDITION (2017) FBC NON-HVW EVALUATION FL5259-R27 PoWlass Roof Underlayments; (570) 384.1230 Revision 23: 09/14/2017 Page 30 of 14 r TRINITY I ERD 5.9 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as fnllews_ These scone limitations can oniv be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE UivirmnONs FOR DIRECT-DEac THE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10•tile stack 7:12 Lugged 8-tile stack (6 over 2) 6:12 Elastoflex 56 G or S6 G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6-tile stack (4 over 2) 7:12 Polystick TU Max Flat lrtile stack (4 over 2) or 10-tile stack 7:12 Lugged 6-tile stack (4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack (4 over 2) 6:12 Lugged 6-tile stack (4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack (4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged i 6-tile stack (4 over 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 alnd 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 thelsubstrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: f 5.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), 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. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the 'Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. Exterior Research and Design, LLC. Certitcute nfAuthadzodon R9503 a EDMOI Palyglass Evaluation Report P12060.02.09-1123 FL52S9-R27 Revision 23: 09/14/2017 Page 11 of 14 TRINITY 1 ERD 6.4 Polystick MTS, 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 (FR): i, 6.4.1 Shall be installed in compliance with the codified requiremi nts for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. I 6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule - Hide Back Nailing Guide. Nails shall be corrosion resistant, it 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 r j 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 All over -fabric and over -granule end -laps shall have Wet/Dry Cement or Polyglass PG500 Modifed Cem Polystick TU Plus, Dual Pro and Tile Pro may not be or exposed roof to wall details Repair of Polystick membranes is to be accomplishei Polyglass PG500 Modified Cement to the area inI Polystick material of like kind, set and hand roll It Installed in a water shedding manner. All Polystick membranes shall be installed to ensi minimum of 404b weighted -roller or, on steep slop for the field membrane. Hand rollers are acceptabic roof that are not accessible to a large roller or broor 6.4.3 Reference is made to FRSA/TRI April 2012 (0 noted above as a guideline. For mechanically fastened tile roofing over 2-pl Sheet fastening shall be not less than FRSA/TRI For adhesive -set tile applications, refer to Secti For nail -on tile systems over Polystick MTS, bat 6.4.4 Two (2) Ply Underlavment Systems: Polystick MTS followed by Polystick MTS, TU F under mechanically attached prepared roof sy: This Is not a requirement, but is allowable if a 2 Ertedor Research and Design, I.I.C. QInf aue OfAuthorizaddn p9503 Ovelap Seam of Dual Pro and Tile Pro 6-inch wide, uniform layer of Polyplus 50 Premium Modified t applied in between the application of the lap. ed in any exposed application such as crickets, exposed valleys, i by applying Polyplus 50 Premium Modified Wet/Dry Cement or need of repair, followed by a minimum 6 x 6 inch patch of the I in place over the repair area. Patch laps, if needed, shall be re full contact with approved substrates. Polyglass requires a s, use of a stiff broom with approximately 40-lbs of load applied for rolling of patches, laps (min. 28 lb roller) or small areas of the Installation Manual and Table 1 herein, using the instructions ystem, consisting of Base Sheet and self -adhering top sheet(s), Base iril 2012 (04-12), Table 1. 5.6.4 herein. is are required for loading / staging of the tile. TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use ems. Umits of use are those associated with the top -layer material. 11y underlayment system is desired. 67 EDITION (201I) FBC NON-HVHZ EVALUATION PoWlass Roof Undedaymentr (510) 384-1230 I I I I I I I I I I Evaluation Report P12060.02.09-1123 FLS259-R27 Revision 23: 09/14/2017 Page 12 of 14 QOTRINITYIERD 6.5 Elastoflex G TLIElastoflex S6 G or Elastoflex S6 G FR; 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall i e 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 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 or adhered tile roof systems. [E]Elastoflex S6 G 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 or adhered tile roof systems. COElastoflex S6 G FR is for use as an alternate to "Mineral Surface RDII 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 TLI, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: j 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: OPolyflex 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 the roof systems (Base Sheet Limited per 5.6.3). ff]Polyflex G FR 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 the roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex 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 &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. I 6_7 TileStaeinR: 6.7.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requiremlents for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time al er installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, U.C. Certt lmte OfAuthadrotian 09503 6n' EDI'TION (201I) FBC NON-HVHZ EVALUATION Polyglass Roof i nderlayments; (S70) 394.1230 i I I I Evaluation Report P12060.02.09-R23 FL5259-R27 Revision 23: 09/14/2017 Page 13 of 14 TRINITY I ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant 5 99MMVon I Product(s) Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM D1970 I Polystick MU-X Hazleton, PA M-D 13-0004 I Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTM D1970 I Polystick IR-Xe ASTM D1970 & TAS 103 Polystick TU Plus ASTM D1970 & TAS 1D3 Polystick TU Max Tuscaloosa, AL ASTM D4601, Type II 1 Polyglass G2 Base Winter Haven, FL ASTM D226 (physicals)' Elastobase, Elastobase P ASTM D6509 I Pol glass APP Base TAS 103 Polystick MTS ASTM D1970 & TAS 103 Polystick TU P FRSA/TRI April 2012. I Polyflex SAP, Polyflex SA P FR ASTM D1970 I Polystick Dual Pro ASTM 2197O & TAS 103 Polystick Tile Pro ASTM D6164 I ElastoflexS6, Elastoflex S6 G FR ASTM D6222 I Polyflex G, Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com Exterior Research and Design, U.C. Cerdflom a ofAuthorkodon 99503 - END OF EVALUATION REPORT- I I I I I I I 6' EDITION (2017) FBC NON-HVHZ EVALUATION Poiygiass Roof Underil ymenu; (570) 384.1230 Evaluation Report P12060.02.09-R23 FLS259-R27 Revision 23: 09/14/2017 Page 14 of 14