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PRODUCT APPROVAL ROOFING UNDERLAYMENTS
Florida Building Code Online BCIS Home I Log In I User Registration Florida jgm �r/�►,Product Approval IUSER: Public User Product Approval Menu > Product or FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Topics Submit Surcharge StaFCfStaff BCIS Site Map Llnks Search rrch > Application List > Application Detail ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED FOR COMPLIAUCE 5 -R27t� REVIEWED Y DATE Revision PLANS AND PERMIT MUST KEPT ON JOB 2017 SITE OR NO INSPECTIONS) WILL BE MADE Approved Florida Engineer or Architect Name who developed i the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD fir. rt h.: �` � Y6t�SS,�t.ISA��• 1111 W. Newport Center C Deerfield Beach, FL 33442 (954)233-1378 Ext242 alender@polyglass.com Ariel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com ED MAR 2 8 ?b18 ST. Lucie County, Permitting Ariel Lender 1111 W. Newport Center Drive Deerfield Beach, FL KIWESE PLANS AND ALL PROPOSED WORK (954) 233-1230 ARE SUBJECT TO ANY CORRECTIONS. - ALender@polyglass.COREQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Roofing COMPLY WITH ALL APPLICABLE CODES. Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation Report - Hardcopy Received Robert Nieminen 66 FILE UL LLC UL LLC COPY 10/05/2018 John W. Knezevich, PE `•�i Validation Checklist - Hardcopy Received FL5259 1127 COI 2017 01 COI Nieminen.pdff Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 https://floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQWtDgvbSgAaZp3Crk2vS*/*2fegOlipVVMYsXZiU6wh2lLHcA4KKlg°/p3dp/o3d 1/2 3/27/2018 Florida Building Code Online TAS 110 2000 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code 0 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/14/2017 09/15/2017 09/18/2017 12/12/2017 01/24/2018 FL # Model, _Number or,Name Description _ 5259.1 I d �h &; .ice t t qp I Limits of Use " stallatlo n owns �� �� Approved for use in HVHZ: No13S2fiS'(z �0 `? `Q ftLERGP0EY55Wu �QERLAXNTSFIa Approved for use outside HVHZ: Yes Impact Resistant: N/A Ve Me y: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular FL5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system (over concrete deck) for R27.pdf use under foam -on tile systems (where the Created by Independent Third Party: Yes underlayment forms part of the load -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. 0aci: Neat Contact Us ::12601 Blair Stone Road, Tallahassee FL 32399 Phone: 8$0-487-1824 1 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement I Under Florida law, email addresses are public records. Ifiyou 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, 2012,1 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 for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., I please dick ere . Product Approval Accepts: MMI ® eChaxk M . Credit Card. Safe https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXdwtDgvbSgAaZp3Crk2vS%2fegOlipWMYsXZiU6wh2ILHc44KKlg%3d%3d 2/2 i:R1NJ-rY-1 ERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570) 384-1230 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report P12060.02.09-1123 I �r Date of Issua e`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 complianil a with the 6�' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the req Iuirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client'constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number prec�,ded 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 j�b site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: du.�«r,r,,,,,,�� • 3f„TJ�'�S. fdQ Robert J.M. Nieminen P.E.�'=o'.:i47- The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No. 59166, Florida DCA ANE1983 4,�„D,; ;',�s+�''`� P.E. on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire i r 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 ERD norlRobert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. « `. TRINITY i ERD. - - ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, a produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the P 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 e , 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 Pr operties ASTM D226 2009 1507.2.4 / 1507.1.1,1507.2.9.2 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: gnilty Examination Reference Date FM Approvals (TST 1867) Wind Uplift I 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 Profierties PUSA-013-02-01 12/23/2002 PRI (TST.5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties 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 I 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 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 P30540.11.09-111 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 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.30.].1 10/19/2011 Exterior Research and Design, LLC. �i Evaluation Report P12060.02.09-1123 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Undeilayments, (570) 384-1230 Revision 23: 09/14/2017 Page 2 of 14 TRINITY ERD Enti Examination Reference Date ERD (TST 6049) Physical Properties P40390.08.124 08/06/2012 ERD (TST 6049) Physica4 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) Physica 1a Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Up ift P11751.05.03-R1 11/26/2013. ERD (TST 6049) Wind Up ift 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 PIIroperties 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-5C8080.05.15-1 05[20/2015 ERD (TST 6049) Wind Up" 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 Pro erties 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 (EVIL 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 I Mule -Hide Cross- Ltg. 03/01/2008 ' Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) \ Quality Contr'l 1 Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: .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. 4.2.1 Polystick MTS'is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. I 4.2.2 Polystick IR-Xe 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 TAS 103. I Exterior Research and Design, I.I.C. I Evaluation Report P12060.02.09-R23 Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION F1.5259-1127 Polyglass Roof Undel dayments; (570) 384-2230 Revision 23: 09/14/2017 Page 3 of 14 i 4.2.4 Polystick TU P is a nominal 130-mi r inforced; with granular surface; mei 4.2.5 a'rs nominal60a ic , meets ASTM D1970 and 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-F reinforced; APP modified bitumen cap s 4.2.7 Polystick Dual Pro'"' is a nominal 60- reinforced, with a polyester fabric surfa 1 TRINITY I ��© thick. rubberized asphalt waterproofing membrane, glass-fiber/polyester s ASTM D1970 and TAS 103. ick rubberized asphalt waterproofing membrane with a 190 g/M2 polyester 1S 103. le SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester nets; meet FRSA/TRI April 2012. (I thick dual -layer rubberized asphalt waterproofing membrane, fiberglass a: meets ASTM D1970. 4.2.8 Polystick Tile Pro'" is a nominal 60-mi.I thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with apolyester fabric surfac�; 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 sur)ace; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 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 APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM 06380, 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 (04-12) beneath mechanically fastened or adhered the roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are Elastoflex S6 G and Elastoflex S6 G FR ai Class M) in the "Single Ply System" from A Elastoflex S6 G is for use as an alternate 1 April 2012 (04-12) beneath mechanically alternate to Hot Asphalt applied "Cap Sh mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polye Polyflex G is for use as an -alternate. to He (04-12) beneath mechanically fastened or Applied "Cap Sheet' in the 'Two Ply Syst roof systems. 5. LIMITATIONS: Ayester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. for use as an -alternate to "Mineral Surface Roll Roofing" (ASTM D6380, A/TRI April 2012 (04-12) beneath mechanically fastened the roof systems. Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI stened or adhered tile roof systems. Elastoflex S6 G FR is for use as an fit' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath !r reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 hered the roof systems. Polyflex'G FR is for. use as an alternate to Heat " from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile 5.1 This is a building code evaluation. Neither trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions. thereof, is/was used. for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HV II Z. 5.3 Fire Classification is not part of this Evaluation' Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23 Certificate of Authorization A9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 4 of 14 i I TRINITY 1 ERD 5.5 Allowable Roof Covers: q y TABLE,1 ROOF COVER OPTIONS y Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Elastobase Yes IYes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Elastobase P Yes es (Base Sheet In 2-ply system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Palyglass G2 Base No Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) No No No Palyglass 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 IR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes WI stickTU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes k'oSCiT1,,•a = No Yes Yes (See 5.5.1) Yes No No Po ysNck Dual Pro Yes No 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 Yesl Yes (See 5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes Yesl 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 lA ALLOWABLE TtLEADHESIVE UNDERLAYMENT COMBINATIONS) Florida Product Adhesive Approval I Underlayments DAP Foam Touch'n Seal StormBond Roof FL14506 I PolystickTU Plus, PolystickTU Max Tile Adhesive DowTileBondm FL22525 I PolystickTU P, PolystickTU Plus, Polyflex SAP or Tile Pro PolystickTU P; PolystickTU Plus, PolystickTU Max, Polystick Tile Pro, ICP Adhesives Polyset® AH-160 FL6332 I 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 Polyl-ok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Pro duct Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report 1?12060.02.09-R23 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 - Page 5 of 14 L TRINITY) ERD....._ . 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Iro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow' Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet.wind toads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete.) Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)' self -adhered to: ➢ ASTM C1299, Type II, Class 1 polyiso�cyanurate or Type V polyisocyanuraite-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 Roof Board. Polyflex G or Polyflex G FR torch -applied Q ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installationunder mechanically attachled 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: I Polystick fall variations), Polyflex SAP or SAPI FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ➢ ASTM D226, Type I or II felt; Elastobase; EII stobase 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 II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: I ➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations unt er foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04.12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design, I.I.C. Certiflmte of Authorization #9503 6m EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Roof Underlayments; (570) 384-1230 Evaluation Report P12060.02.09-1123 FL5259-R27 Revision 23: 09/14/2017 Page 6 of 14 5.6.4 address wind uplift resistance of all uni forms part of the load -path. The f011% addressed in FRSA/TRI April 2012 (04-12 result of testing for wind load resistana divided by 2 (the 2 to 1 margin of safety 12), Appendix A, Table 1A or FBC 1609 fc #1 Maximum Design Pressure = -90 psf: (--,-,C TRINIW IERD ems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not erlayment systems beneath foam -on the systems, where the underlayment wing wind uplift limitations apply to underlayment systems that are not i and are used in foam -on tile applications. Maximum Design Pressure is the based on allowable wind loads, and reflects the ultimate passing pressure per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- r determination of design wind loads. Deck: Min. 15/32-inch plywood to rrI'e t project requirements to satisfaction of Authority Having Jurisdiction. Primer: None I 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. #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 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 1Y" ring shank nails through 32 �ga.,1-5/8" diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure = -105 psf: Deck: Min.15/32-inch plywood to melt project requirements to satisfaction of Authority Having Jurisdiction. -Primer: WB-3000 Underlayment: Polystick TU P, Polystick TU Plush Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (A), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 3Ya" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure = -135 psf: . Deck: Min.15/32-inch plywood to mee 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. 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. Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 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. #6 Maximum Design Pressure = -622.5 psf Deck: Structural concrete to meet project Irequirements 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. #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. 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. #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. 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 P12060.02.09-1123 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 7 of 14 �``�. TRINITY ERD f #9 Maximum Design Pressure = -37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt . Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide�side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #10 Maximum Design Pressure =-45 psf*: Deck: Min.19/32-inch plywood to rrleet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: flinch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) 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 or Elastoflex G TU, applied in full mopping of hot asphalt. #11 Maximum Design Pressure = -45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt #12 #13 #14 Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex 86 G, applied in full mopping of hot asphalt. I Maximum Design Pressure = -45 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: 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. Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -52.5 psf: Deck: Min.15/32-inch plywood to meet 1 Base Sheet: Elastobase or Mule -Hide Nail Base Fasteners: Spacing: Underlayment: Simplex Original Cap Nails 6-inch o.c. at the 3-inch wide side requirements to satisfaction of Authority Having Jurisdiction. Im top surface) and 6-inch o.c. at four (4) equally spaced staggered center rows. 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. #15 Maximum Design Pressure = -52.5 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps'and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 torch -applied cap) Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch•wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23 Certfcote of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 8 of 14 TRINITY; ERD #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 surfaIce for hot -asphalt or torch-applied.cap or poly -film surface for torch -applied cap) Fasteners: OMG.#12 Standard Roofgrip � ith 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 S16 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure = -67.5 psf: Deck: Min.15/32-inch plywood to eet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or PolyglassAPP 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. #19 Maximum Design Pressure = -75 psf: , Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG. Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap - Fasteners Spacing: .30-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. #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. #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 forlhot-asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3". Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure = -90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 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. #23 Maximum Design Pressure = -90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex platesJOMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac)', Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-inch wide side lapsland 9-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. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Certificate ofAuthorization #9503 6T" EDITION (2017) FBCINON-HVHZ EVALUATION F1.5259-1127 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 9 of 14 I�RINI TY 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 Iside laps and 4-inch o.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. #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 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 sl a laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayrrient: Elastoflex G TU or Elastoflex,S6IG, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #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 -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or IOMG #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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #27 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) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass un�derlayment 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. 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 I�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, 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 isto 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 4.3, Note 1 of ASTM D1970-15,�should be established as to slip resistance. Exterior Research and Design, LLC. I Evaluation Report P12060.02.09-R23 Cert/frcate ofAuthorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 10 of 14 6. 5.9 i. �. TRINITY I ERD When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. rTABLE 2 TILE SLIPPAGE LIMITATIONS FOR DIRECT DECK TILE 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 S6 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 6-tile 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 j 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, 6-tile stack (4 over 2) 4:12 INSTALLATION: I 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Sectiori 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 w Elastobase, Elastobase P or 11Aule Hrde Na11 Base „. 6.3.1 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, I.I.C. i Evaluation Report P12060.02.09-R23 CertifcateojAuthorization#9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 11 of 14 6.4.1 6.4.2 6.4.3 6.4.4 tJ TRINITY JERD Shall be installed in compliance with the �codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. All self -adhering materials, with the exceP• Cap Sheet or SA-APP Cap Sheet (FIR) shouk Hide Back Nailing Guide. Nails shall be corr metal disk or Simplex -type metal cap nail, using the above noted fasteners and spac;l The head lap membrane is to cover the arei All seal -lap seams (selvage laps) must I firmly rolled with a minimum 28 lb. ha roller to ensure.full contact and adhesion. For Dual Pro.and Tile Pro, align the edge the top sheet to the end of the glue patti (the sheet will overlap the fabric). ion of Polystick TU Plus, Polyflex SAP or SAP FIR and Mule -Hide SA-APP be back -nailed in selvage edge seam in accordance with Polyglass /'Mule- ision resistant, 11 gauge ring -shank type with a minimum 1-inch diameter at a minimum rate of 12" o.c.. Polystick TU Plus should be back -nailed g, in area marked "nail area, area para clavar" on the face of membrane. being back -nailed. be View of Ovelap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may knot be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch ,patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates: Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with. approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. I, For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over.Polystick MTS, battens are required for loading / staging of the tile. Two (2) Ply Underlayment Systems: Polystick MTS followed by Polystick MTS, 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. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 12 of 14 ` J TRINITY.1 ERA 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tilelapplications: ✓ 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. I ✓ 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. ✓ Elastoflex S6 G FR 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 the roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, 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. 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile 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 the roof systems (Base Sheet Limited per 5.6.3). ✓ 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 tile roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully to, 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 io ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6_7 Tile Staging: 6.7.1 Tile shall' be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail - boards, to prevent the sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass. specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. I . Exterior Research and,Design, I.I.C. Evaluation Report P12060.02.09-1123 Cerdflcote ofAuthorizatlon #9503 6T" EDITION (2017) FBCINON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underiayments; (570) 394-1230 Revision 23: 09/14/2017 . i Page 13 of 14 (—,o , ................::.. `\' 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: I 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 f $p�cifcatloln Product s Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick MU-X Hazleton, PA M-0,13-0004 Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick IR-Xe ASTM D1970 & TAS 103 PolystickTU Plus ASTM D1970 &TAS 103. PolystickTU Max Tuscaloosa, AL ASTM D4601, Type II Polyglass G2 Base Winter Haven, FL ASTM 0226 (physicals) Elastobase, Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTMS D1970 & TAS 103. PolystickTU P FRSA/TRI April 2012 Polyflex SAP, Polyflex SA P FR ASTM ID1970 Polystick Dual Pro ASTM b1970 & TAS 103 Polystick Tile Pro ASTM b6164 Elastoflex S6, Elastoflex S6 G FR ASTM b6222 Polyflex G, Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL, LLC — QUA9625; (314) 578-3406; k.chan Exterior Research and Design, I.I.C. Certiftate of Authorization #9503 MATION REPORT - e EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Roof Underlayments; (570) 384-1230 i I Evaluation Report P12060.02.09-R23 FL5259-R27 Revision 73: 09/14/2017 Page 14 of 14 ',.,,,, TRINITY I ERD t EVALUATION REP Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 129290.02.08-119 FL1654-R11 Date of Issuance: 0?/11/2008 Revision 9: 08/21/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in thle State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. ford use of the product under the Florida Building Code. The product described herein has been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass SOS and APP�Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling In accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluatlor1 changes, the referenced Quality Assuranc relate to the product change. Acceptance agreement to notify Robert Nieminen, Assurance documentation changes. Tril Report relative to updated Code requirem( ADVERTISEMENT: The Evaluation Report n may be displayed in advertising literature. it shall be done in its entirety. INSPECTION: Upon request, a copy of this the manufacturer or its distributors and request of the Building Official. Report is valid until such time as the named product(s) documentation changes, or provisions of the Code that of this Evaluation Report by the named client constitutes O.E. if the product changes or the referenced Quality ityJERD requires a complete review of this Evaluation nts with each Code Cycle. amber preceded by the words "Trinity. I ERD Evaluated" If any portion of the. Evaluation Report is displayed, then re Evaluation Report shall be provided to the user by II be available for inspection at the job site at' the This Evaluation Report consists of pages 1 through 5, plus a 30-page Appendix. Prepared by: The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 08/21/2012 • �'.� c rd= = This does not serve as an electronically signed T r �S.r•✓ �a. Robert 3.M. Nieminen P.E. 'dcS� �•�"� . document. signed, sealed hardmpies have been +�f��� ����>L� ` ' transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 "• ' to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. II 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. I I I III • I I ' 4. I I TRINITY ERQ PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. Table 1: Roll -Goods for Polyglass Modified Bitumen Roof Systems Type YP Product I Specification Reference Grade Type Base Sheets. Polyglass G2 Base ASTM D4601 N/A II Modibase I ASTM D4601 N/A II f Elastobase 1 ASTM D6163. S I Elastoflex V' I r __ QSTM_D616._ S I E at siotle A", IFR Base A57( D6163; al;ie 2 S I Elastoflex SA VI Plus ASTM D6163 S I Elastoflex SA VlPlus FR ASTM D6163 S I Elastoflex SA V1Vent ASTM D6163 S I Elastoflex SA V Vent FR ASTM D6163 S I Elastobase Poly I ASTM D6164. S I Elastoflex S6 I ASTM D6164 S I ,,5 —' Elastoflex-S6 G I ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Pblyfresko MOP 1 ASTM D6164 S I Polyfresko MOP FR ASTM D6164 S I Elastoshield TS GI ASTM D6164 S I Elastoshield TS G IFR ASTM D6164 G I ElastdfId SXP• I ASTM D6164: G I Elastoflex SA P FRl ASTM D6164 G I Polyfresko SBS SAP ASTM D6164 S I Polyfresko SBS SAP FR ASTM D6164 S I APP Membranes Polyflex I ASTM D6222 .. S • I Polyflex G I ASTM D6222 G I Polyflex G FR I ASTM D6222 G I Polyfresko Torch 1 ASTM D6222 S I Polykesko Torch FRI ASTM D6222 S I . Pol bond I ASTM D6222 S I Pol bond G I ASTM D6222 G I Polyflex SA P I ASTM D6222 G I Polyflex SA P FR 1 ASTM D6222 G I Polyfmko APP SAP I ASTM D6222 S I Polyfresko APP SAP FR ASTM D6222 S I Pol kool ASTM D6222 S I Pol bianko ASTM D6222 S I Exterior Research and Design, LLC. Cerdficate ofAuthorhaffon #9503 I i I I I it II .I I I I Evaluation Report P9290.02.08-R9 FL1654-RIL Revision 9: 08/21/2012 Page 3 of S `1', ` RINITY I ERD APPENDDk 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page IA-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E Wood �. New or Reroof (Tear -Offs E —NonsInsulated=tech,-Attached-Base Sheet. Bonded Roof Cover 8-9 HAW by J €A F 0PP—WW IR 1Jl t $ts ie _ ' ; 3 9 22A� Steel or Conc. N-W,110 of (Tear -Off) or Recover` B _ _ a s Mech._ Attached 0071n uiatioir; Bold Top Insulation, Bonded Roof Cover 10 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attaciied Base Sheet, Bonded Roof Cover 11 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 12-15 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 16 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 4A LWIC New or Reroof (Tear -Off) A-1: Bonded Insulation, Bonded Roof Cover 18-19 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-23 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 24 513 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 25----- _ 5C CWF New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation,_Bonded-RoofCovir 25 SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, -Bonded -Roof Cover 26 5E CWF New, Reroof (Tear -Off) or Recover _E_—Non=Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26 6A Gypsum New or Reroof-(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 27 6B _Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28 Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 28 61) Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28. 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 29-30 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 30 The followina notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-Inch penetration. D Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck. - Concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published installation Instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, periite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6; when Installed with the roof cover. Exterior Research and Design; LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R9 for FL1654-1111 Certificate of Authorization *9503 Revision 9: 08/21/2012 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 30 '`i TRINITY! ER® 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Reference Layer Material Application BP -AA Base Polygiass G2 Base, Modibase, FBC Approved ASTM D4601, Type II HA at 20-40 Ply FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type 11 (Base and Ply sheets, Asphalt -Applied) Ibs/square Base or Ply Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6 SBS-AA HA at 20-40 Ca p Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko (SBS, Asphalt -Applied) Ibs/square MOP, Polyfresko MOP FR SBS-TA Base or Ply Elastoflex V, Elastoflex S6 Cap Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G (SBS, Torch -Applied) Torch -Applied _ FR, Polyfresko MOP, Polyfresko MOP FR Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR APP-TA Base or Ply Polyflex, Polybond (APP, Torch -Applied) Torch -Applied Cap Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR APP-SA Cap Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko Self -Adhering (APP, Self -Adhering) 14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance.. Refer to current Roofing Materials Directory for fire ratings associated with coating usage.-- ➢ PG200 Non Flbered Roof Coating or Mute -Hide 111 Non-Fibrated -Roof Coating; ➢ PG300 Fibered Roof Coating or Mule=Hide 102 Fibrated Roof Coating; _ ➢—PG600 Non-Flbered Aluminum Roof Coating or Mule -Hide 416 Standard Non- Fibrated Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard .Fibrated Aluminum Roof Coating; ➢ PG700 White Reflective Roof Coating; D PG800 Non-Flbered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated; ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated; ➢ Polyplus 60 Premium Non-Flbered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Polybrite 70 White Elastomeric Roof Coating. 15. The following represent priming requirements for gypsum -based coverboards: ➢ DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications. ➢ SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming for any membrane application. 16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design .wind loads. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-119 for FL1654-R1i Certificate of Authorization *9503 Revision 9: 08/21/2012 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 3 of 30 TRINITY I ERD TABLE 1E: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Of) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER ' System Roof Deck Base Sheet Roof Cover MDP (psi Base Fasteners Attach Ply Cap No. Min. 19/32-Inch plywood at 32 ga., 1-5/8-Inch diameter 6-Inch o.c. In 4-Inch lap and 6-Inch o.c. In four, (Optional) One or more BP -AA, SBS-AA, SBS- W-30 max. 24-Inch spans attached Mastobase or Elastobase Poly tin caps with 11 ga. annular equally spaced, SBS-AA, SBS-TA TA, APP-TA -112.5 6-Inch o.c. with #8 screws ring shank nails staggered center rows or APP TA 32 ga., 1-5/8-Inch diameter. 6-Inch o.c. In 4-Inch lap (Optional) One or more SBS-SA (no W-31 Min. 19/32-Inch plywood at max. 24-Inch spans attached Elastobase or Elastobase Poly with poly tin caps with 11 ga. annular ring shank nails. Note: Tin and inch In four, SA V SBS-SA, APP- SA, SBS-TA or -112.5 6-Inch o.c. with #8 screws top surface caps are to be primed with 11 equally spaced, spaced, BweElasto r E Base or E/asmBex APP-TA - PG100 orASTM D41 primer. staggered center rows SA VFR Base), SBS-TA or APP-TA TABLE'iFt::WOOD. DECKS. ' .NEW.CONSTRUCTION.orREROOF..(TearcOff SYSTEM TYPE1 Ft.NOW1NSULATED,'_BONDED..ROOF COVER - System No. Deck Primer Roof Cover MDP (psi joint Treatment Base Ply Cap: W 2 Min. 19/32-Inch plywood at max. 24-Inch spans attached 6 Inch o.c. with 8d ring shank nails o I ( p , p y _ YSEWI}"t W-33 Min. 15/32-Inch plywood at max. 24-Inch spans attached 6- Inch o.c. with #12 screws (Optional) PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into place to create continuous bond. Elastoflex SA V Base or Elastoflex SA V FR Base (Optional) SBS-SA, SIBS -TA or APP-TA SBS-SA, APP-SA, . SBS-TA or APP-TA -97.5 W-34. MIn. 15/32-Inch plywood at max. 24-Inch spans attached-6-- Inch o.c. with #12 screws -(Optional)-PG100— Plywood joints are covered with 4-Inch -wlde-strips-of-Elastoflex-SA-V-Plus; rolled— Into place to create continuous bond. Elastoflex SA V Pius orHastoflex SA V— Plus FR (Optional) SBS-SA _ -SBS-TA or APP-TAB - SBS SA, APP-SA,— _ SBS-TA or APP-TA __ �_ -135:0 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report P9290.02.08-119 for FL1654-R11 Certificate of Authorization *9503 Revision 9: 08/21/2012 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 9 of 30