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Home My WebLink AboutPRODUCT APPROVALr. •.ea .z� _ .�„ `brsr. .. ... =��'F�sF 3ir£�itf'G t "'. _ BCLS Ham. I Log In Uae, 1ie914rat1on Hot TuPl6 Submit Surcharge Scats a Fads Publlgdons FBC Staff I BCLS SHe Map Unks I • Search Florda }Tile Copy ' AProdt lbl proval 5 � USER: Public User Product Aoomval Menu > PmtluR or Aoolimtion Search > AoolhaHon List > Appgwtbn Detaa FL # Application Type Code Version Application Status SCANNED Comments BY Archived St. Lucie County Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL5259-R25 Revision 2014 Approved POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com James Akins jakins@polyglass.com CONCEALED FASTENERS OR ATTACHMEN i6 ARE THE RESPONSIBILFY OF THE CONTRACTOR OF RECORD i iiESE PLANS AND ALL PiIOPOSED WORT{ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO - w. COMPLY.. .HA1Lt,?PLICAIPj� CODES:• Steve Wadding 1# l (V (051 X 150 Lyon Drive ST. LUCIE COUNTY BRUILDENG DMJSION Fernley, NV 98408 RYVIEWED FOR .IIPLLAIda.E (602) 363-7139 R'L' V[VF+ B stevew@polyglass.com DATE COW PLANS AND P 11011T \RUST BE KEPT ON JOB James Akins OR NO LNEPECTION NVILL BE MA?:E. 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 04/24/2018 John W. Knezevich, PE 3, Validation Checklist - Hardcopy Received Standard year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 httpsJhwiw.floridabitildt[g.mgipr/pr_app dtl.aspc?pwam=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipmOTAu7g3GA]UPJLg63BcVw%3d%3d 1/2 2I28I2077 Florida Building Code Online l - FM 4474 2004 FRSA/ RI April 2012 2012 TAS 103 1995 UL 1897 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/17/2016 10/18/2016 10/19/2016 12/15/2016 FL # Model, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FL5259 R25 II 2016 10 FINAL ER POLYGLASS UNDERLAYM NTS FL5 59 R25 d Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: 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 F7 5259 R95 AF 2016 10 FINAL ER PO YGi ACC I INDERi AVM=h TC m 525R- R 5. d underlayment system (over concrete deck) for 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. Bae6 cdemt CoMZR Us :: 26D1 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-11; The State of Florida Is an AA(EEO employer. Coovdaht W07-2013 state of Florida.:: Privacy Statemen[ :: Accessiblllty statement :: Refired Statement Under Monte law, email addresses are public records. If you do not want your e-mail address released in response to a public-remrds request, do not send electronic mall to this entity. Instead, contact the office by phone or by tra lltional mail. If you have any questions, please mritact 850A87.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. mist provide the Department with an email address if they have one. The emalls provided may be used for Vidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please Provide the Del mbreM with an email address which ran be made available to the public To determine If you are a licensee under chapter 455, F.S., please dick b5la. Product Approval Accepts: ® =_ �Ilqmjj = a httpsJlwww.fic idabtrilding.orglpr/pr_app dU.aspx7param=wGEVXQwtDgvbSgAaZp3Crk2vSa/a2feg01ipmOTAu7g3GAJUPJLg63BcVw%3d%3d 2/2 1 TRIN6lYERD EVALUATION REPORT Polyglass USA, Inc. 190 Lyon Drive Fernley, NV 99408 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report P12060.02.09-1121 FL5259-R25 Date of Issuance: 02/24/2009 Revision 21:10/17/2016 MOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have -been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review.of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 13. Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seat appearing was authorized by Robert Nieminen, P.E. on 10/17/2016. This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity[ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinityJERD 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. 11 . 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity[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. 1 � TRINITY' ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3, Physical Properties ASTM D226 2006 1507.8.3, 1507.9.3 1507.2.4, 1507.2.9.2, 1507.5.3, 1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Knggy. Examination Reference Date FM Approvals (TST 1857) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 _ 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST5878) Physical Properties PUSA-088-02-01, 07/29/2009 MTI (TST 2508) Physical Properties 1X20H7A 04/O1/2008 MTI (TST 2508) Physical Properties RX14EBA O1/29/2009 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 O1/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD (TST 6049) Physical Properties P31030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P31030.11.09-2 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 Exterior Research and Design, I.I.C. Evaluation Report P32060.02.09-R21 Certificate of Authorization H9503 FBC NON-HVHZ EVALUATION FL5259-RZS Revision 21: 10/17/2016 Page 2 of 13 5 V [ TRINITY I! ERD Knifty. Examination Reference Date ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 _ ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P31751.05.03-R1 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03-Ri 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 5020.09.14-6 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-SC12025.10.16 10/12/2016 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 2592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/LAffidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, U.C. (QUA9625) Quality Control Service Confirmation Exp. 04/24/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: ,4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. Exterior Research and Design, U.C. Evaluation Report 1312060.02.09-1121 Certificote of Authorization H9303 FBC NON-HVHZ EVALUATION FL5259-RZS Revision 21: 10/17/2016 Page 3 of 13 , l 4 f TRIN11Y I ERD 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/mz polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 4.2.8 Polystick Dual Pro'" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.9 Polystick Tile Pro"" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.10 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. S. LIMITATIONS: 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 HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: , m, TABLE I: RODFCOVER OPr10N5'C� =_ � } i . s -.V. wood Shakes& Underlayment Asphalt Shingles Nail -On rile Foam -On Tile Metal Slate Shingles Yes Yes Elastobase Yes (base sheet In 2-p1y (hssesheet N2-ply Yes Yes Yes system) systeml Yes Yes ElastobaseP Yes (base sheet in 2-ply (basesheatn2-ply Yes Yes Yes system) sytem) . Yes Yes Polyglass G2 Base No (base sheet in 2-pH (beseshsetN2-ply No No No system) system) Yes Yes Polyglass APP Base No (base sheet m 2-ply (base sheet in 2-ply No No No system) system) Polystick MTS Yes Yes No Yes Yes Yes Polystick Mrs PLUS Yes Yes No Yes Yes Yes Polystick lR-Xe Yes No No No Yes Yes Polystick TUP Yes Yes Yes No Yes Yes Se 5.Polystick TU Plus Yes Yes Yes Yes Yes seYes.1 Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P32060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 4 of 13 ' TRINITY!ERD .. ,, `. '' .;,'. ..- ::.• .;_, ., ,; °..TAeu¢1: ROOF COVEROPNONS; Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes& Slate Shingles Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Seees.i - Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6G Yes Yes Yes No Yes Yes See 5.5.1 Elastoflex 56GFR Yes Yes No No Yes Yes PolyRex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See 55.1 Mule -Hide SA-APP Cap Sheet Yes or SA-APP Cap Sheet (FR) Yes Yes See 5.5.1 No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ✓ 31VITM 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. ✓ 3MI' Foam Roof Tile Adhesive RTA-1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, PolVflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Or Tile Pro ✓ Convenience Products' Touch 'n Seal Storm Bond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max. ✓ Dow TileBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro. ✓ Polyglass PolyLok Roof Tile Adhesive (FL17855): Polystick TU Plus or Polystick TU Max. 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 (FR) self -adhered to: D New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete. Exterior Research and Design, LLC. certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page S of 13 ,< TRINITY I ERD 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastofiex 56 G or S6 G FR in hot asphalt to: D Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 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: 7 ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex S6 G or 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 G FR torch -applied to: D 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 under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems in Foam -On 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 in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- 12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure=-90 DO: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyfex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.2 Maximum Design Pressure =-97.5 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 orA5TM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga, x 1Y" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. Exterior Research and Design, LLC. Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 6 of 13 J TRINITY { ERD 5.6.4.3 Maximum Design Pressure=-105 osf• Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through,32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure=-135 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer. (Optional) PG100 or ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.5 Maximum Design Pressure = -315 osf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.6 Maximum Design Pressure = -622.5 osf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.7 Maximum Design Pressure =-30.0 osf': Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,.Polyfiex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.8 Maximum Design Pressure =-37 5 osft: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter -round -metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, PolVRex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered: 5.6.4.9 Maximum Design Pressure = -37.5 osf•: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type 11 felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. , Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. Exterior Research and Design, LLC. Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 7 of 13 i; ERD TRINITY 5.6.4.10 Maximum Design Pressure =-45 Dsf•: Deck: Min. 19/32-inch plywood to meet 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: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underiayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex 56 G, applied in full mopping of hot asphalt. 5.6.4.11 Maximum Design Pressure =-45 osf•: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASfM D226, Type 11 felt Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c, at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.12 Maximum Design Pressure = -45 Dsf: 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 MAX)( Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.13 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 MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.14 Maximum Design Pressure =-52.5 ost 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: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.15 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.16 Maximum Design Pressure =-60 osf: 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, U.C. Certificate of Authorization H9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-1121 FL5259-R25 Revision 21: 10/17/2016 Page 8 of 13 TRINITY I ERD 5.6.4.17 Maximum Design Pressure = -60 osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.18 Maximum Design Pressure =-67.5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.19 Maximum Design Pressure =-75Dsf 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: 10-inch o.c, at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.20 Maximum Design Pressure =-90Dsf: 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 ISAnch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.21 Maximum Design Pressure =-90 Dsf 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 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 56 G, applied in full mopping of hot asphalt or PDlyflex G, torch -applied. 5.6.4.22 Maximum Design Pressure =-90 Dsf: 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 S6 G, applied in full mopping of hot asphalt. 5.6.4.23 Maximum Design Pressure =-90 Dsf: 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 Hb with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-Inch wide side laps and 9-inch o.c. at four(4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. Exterioi Research and Design, LLC. Certificate of Authorization 49503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 9 of 13 JTRINITYIRD 5.6.4.24 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 flinch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.25 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 side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.26 Maximum Design Pressure = -112.5 osf: 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: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.27 Maximum Design Pressure =-120 psE 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 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 6Anch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.28 Maximum Design Pressure =-120 psf: Deck: Min. 15/324nch 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 S6 G, applied in full mopping of hot asphalt. 5.6.4.29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.30 For mechanically attached base sheet, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table SA or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180- days after installation. Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1125 . Revision 21: 10/17/2016 Page 10 of 13 6. .-n Y ]TRINITYERD Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex 56 G or 56 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex 56 G or Polyflex G only), in which case the maximum exposure is 180 days. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6_3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile Applications: Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. 6_4 6.4.1 6.4.2 Polystick MTS. MTS PLUS, IR-Xe TU_P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polvflex SAP, Polvflex SAP FR Mule -Hide SA-APP Coo Sheet or Mule -Hide SA-APP Cap Sheet (FRI: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand a 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). Exterior Research and Design, U.C. Certificate of Authorization #9503 View of Ovelap Seam of out Pro and Tile Pro FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-RZS Revision 21: 10/17/2016 Page 11 of 13 TRINITY ERD All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 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. 28lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed for Polystick IR-Xe or Polystick MU -XI: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system, consisting of base sheet and self -adhering top sheet(s), base sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. For nail -on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat the at slopes in excess of 5:12. 6.4.4 Two (2) Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex36 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications; reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3- inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staeine: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1121 Certifimte ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 12 of 13 FA 8. 9. J TRINITY1 ERD 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail -an tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 For nail -on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; it chancellor@us.ul.com Exterior Research and Design, U.C. Certificate of Authorization #9503 END OF EVALUATION REPORT - FBC NON-HVHZ EVALUATION Evaluation Report P32060.02.09-1121 FL5259-R25 Revision 21: 10/17/2016 Page 13 of 13 ' 42812016 Florida Building Code Online .:lorida Oepartmem� Business(, t Professi hr Regulation 1 Rr y�r as. ir ECIS Home 'I Log In User Registration Hot Top1m Submit Surcharge Stats & FaG Publiretions MC Staff SCIS Site Map Links i. Sesur � SCANNED Fite Copy product BY User 4 y USER: Public User -� St. Lucie County prg'"a Amnwal Menu > Pmd= or Anoliation search > Aonlicstion List > Appacatlon Detail FL * FL10674-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owensmrning.com Authorized Signature Greg Keeler greg.keeler@owenscornlhg.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/20/2017 Validated By John W. Knezevich, PE < Validation Checklist - Hardcopy Received Certificate of Independence FL10674 RSS COI 2015 01 COI Nieminen odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASfM D3462 2009 ASfM D7158 2008 Equivalence of Product Standards Certified By Sections from the Code htpsJhvww.floridabrildn .orgfpr/Pr aPP2boQTh2b6w7ahRegICQ8ucR6xFAOd II3osQ/3do/ °3d 1/2_dtl.asP>am=wGEVXQwtDqtBNbEYSV% 4/28I2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 10/15/2015 10/19/2015 10/20/2015 12/15/2015 04/18/2016 FL $ Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing Shingles and Starters 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge shingles Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL10674 RSi II 2015 SO FINAL ER OC ASPHALT SHINGLES FL30674-RSl.odf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE - 59166 Design Pressure: N/A Other. Refer to ER, Section 5. Created by Independent Third Party: Yes Evaluation Reports EU_0674 R11 AE 2015 10 FINAL ER OC ASPHALT SHINGLES FL10674-RILpdf Created by Independent Third Party: Yes sack Next Contact :: 1900 North Monme Sheet Tallahassee PL 3M99 Phone: 85D-487-1824 The State of Florida is an AA/E£U employes CoDvdaht 2007-7oI3 state of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement under Flodda law, email addresses are public records. If you do not want your e-mail address released in response to a pupllc records request, do not send electronic mail th this entity. Instead, mrdad the office by phone or by traditional mall. If you have any questions, plea. corded 850.487.1395. 'Pursuant to section 455.275(1), Flodda statutes, effective October 1, 201Z licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are Public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to Me public To determine If you are a licensee under Chapter 455, ES., please dick a . product product Approval Accepts: W ® dk 2 CreditSAr�rL S E hltlDs:l/www.floridabuildrg.wglpr/pr ape dl.asp:?param=wGEVXQwtDgtBNbEY5Va/o2boQT%2b6w7ahReglCQ8ucR8ixEAOdgbcUj3osQ%3d%3d 2J2 J TRINITY !ERD EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 037940.02.12-R6 FL10674-R11 Date of Issuance:02/06/2012 Revision 6: 10/15/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPuANcE: This Evaluation Report is valid until such time as the named products) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 7. Prepared by: ^e'•`�*.: Robert J.M.Nieminenr P.E. ''nFs'^•�-s••'c��d The fzcs'anae saida pPearingwasauNoruedbyRobercNieminen. 1.'�q��/Q ;Lts,p`^ P.Eon1111B/M15. This does not serveasanelecmnicafly signed Florida Registration No. 59166, Florida OCA ANE3983 docunent signed. sealed hardoopies have been transmitted to the PmduMApProval Adminicrator and to the named cases CERTIFICATION OF INDEPENDENCE: 1. Trinity)ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity) 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. TRINITYERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing 'Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume 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 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7159 2008 3. REFERENCES: Entity Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 31CA3430B 02/18/2012 UL LLC (TST9628) Physicals& Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER3592) FBC HVHZ Compliance Various NDAs Various UL LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp. 08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 DevonshireTM are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration, TruDefinition Duration, Duration' Premium Cool, TruDefinition* Duration Designer Color Collection, TruDefinitioe0akridge , Oakridge and WeatherGuard HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge' Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. . 4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2- This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R6 CerttJlmte of AuthorfroHon#9503 FL19674•R11 Revision 6: 10/15/2015 Page 2 of 7 6. TRINITY+ERD 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (Vah =194 mph). 'Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Ve,d = 150 mph (Van = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Coming published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. INSTALLATION: 6.1 Undedayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire` shingles require minimum five (5) nails per shingle. D WeatherGuarti HP shingles require minimum six (6) nails per shingle. D Devonshire'" shingles require minimum six (6) nails per shingle. > Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Coming published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted: 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Feh undedaymem Exterior Research and Design, I.I.C. Certlflmte of Authodrat(on 09503 Self -adhered Weatherl.ocke undedayment & Drip edge i adhesive along eave and rakes 11, - : Felt undedavmeea , Dealt Sedfedhaed Wealhed.ockE underiavment Ddp edge Naas lowad 2'.i' hom eave InsmlOneSumrSviprkn Salk.alig adhesive With 6'ameved positioned along eave Starter\bry plus nwhanga.. and ayes 114' 314' Evaluation Report 037990.02.12-R6 FL10674-R1i Revision 6; 10/15/2015 Page 3 of 7 6.2.6 Minimum Nailing — Classics & Supreme: kbmi ra Normal Mansard or Area pare Wind Areas High Wind desvenes y Area pare vientos normales Areas vientos fusrtes t' IAl t• fit. z. � z. t. tr tr t 5"Exposure Exposiaidn 6.2.7 Minimum Nailing — Berkshire®: 6.2.8 Minimum Nailing —Devonshire': Exterior Research and Design, I.I.C. Cernffmte ofAuthodzotion 99503 I TRINITY ERD Normal Mansard or Area pare Wind Areas High Wind desvenes y Area pare vientos normeles Areas vientos fuertes t' fit' z' tzt t2t E Or Exposure Exposicidn Evaluation Report O37940.02.12•R6 FL10674-RU Revision 6: 10/15/2015 Page 4 of 7 TRINITY E ERD 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition* DurationW Designer Color Collection: 4 Nag Pattern Esquama de 4 davos SumNalla fastening am vM1h Area de dawsSutaNala 1• 1• 12' TL ssi-Exposure Nags BY.-expostne 51bpu$. dee®os(ddn Cfavos SiSDuy.de evposlddn 6 Nag tssnkar.k m bipWtQd6 01. Pattern amanal•AWnou. do 6daa — 64xad�J a.Me de 6davos apodnlMex anhaA '• • • Smi SWeWSarb{mk xpmr @1re'4e. hA•pi� q we i]10 WiaG na Da r otaip SM"Exposure Nails 5W Exposm 5%4 &9.dcexposldun CJavus 5%plirdeexposiddn 6.2.10 Minimum Nailing —TruDefinition Oakridge®, Oakridgem: 4 Nail Pattern Esquema con 4 claws r r 5 Sir Fxposure 5 51e" Extnsrlle Fxpoddan da 66/Bpu1g: vm CbExposiddnh 6rig pWg. 6.2.11 Minimum Nailing —WeatherGuard® HP: 6 Nall Pattern Esquema con 6 claws r r ,z —�I � ,i• -->•I 55le"Fxpo;ure Chun 5518"Exposua Evp0dddnde66/8pulg Expovcidn de 66/9pulg. e• _ e Single Ode VLB VLL Lewd XF7hroutill Mal Lien dry. 6.3 Hip & Ridge Shingles: 6.3.2 Installation of Berkshire Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidge' Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. Exterior Research and Design, I.I.C. CertOwte of Authorization d9503 Evaluation Report 037940.02.12-R6 FL10674-R31 Revision 6: 10/15/2015 Page 5 of 7 3 6.3.2 6.3.3 6.3.4 6.3.5 j TRINITY! ERD Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R9O5.2.5. Staples are not permitted. Minimum Nailing — Berkshire® Hip & Ridge and High Ridge: Minimum Nailing — Hip & Ridge with Sealant: -Sealant —� Strip T 'Fastening Distance Fig.2 TvpNrn SltleViav N✓116 NAIL '� s TPvLanPnm r _ Pi.. 1' 1 1 I ElI B' uj EI I 1 I I 12 Minimum Nailing—WeatherGuard® HP Hip and Ridge: Exterior Research and Design, LLC. Certifloate ofAuthoriza lon M113 Fig. C Hip & Ridge Shingle Fastening Top VM MI6 MI6 r a• z• r r 6 ETpa.. Evaluation Report 037940.02.12-R6 F1.10674-R11 Revision 6: 10/15/2015 Page 6 of 7 I 3 TRINITY ERD 6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sed,M Snip 6' EzPmro Standard �tt,� Fastening Pattern »{ r—I I�� tI I— tr 12' SeagM 7 � 6, E Pu I�72' I 6.3.7 Minimum Nailing — DuraRidgeTM Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Pr[raing Wind Diroam r- D'v,ainndmiinmmdtmt Dirommd[lrimm pr[dvnimnro Nzih — �low mot 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R9o5.2.6.1. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625 ; (414) 248-6409; karen.buchmannCoDul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Certiftmte ofAuthadzodon #9503 Evduation Report 037940.02.12-R6 FL10574-R31 Revision 6: 10/15/2025 Page 7 of 7