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Home My WebLink AboutPRODUCT APPROVALI AR SCANNED r't-'� Y St. Lucie County v :.Rrft:mtsl 3s,v 7 a li&3v3;x:ts r°wt } Sf(.' SCIS Home Log In ' User Registration Hot Topics Submit Surcharge Stats & Facts baProduct Approval USER: Public User Product goroval Menu > Product or Agolication Search > Applicatlon Llst �'t"? ✓ " Search Criteria I Publications FBC Staff BCIS Site Map Links Search r�b�e ��, $ys�� ✓Ri Refine Search Code Version 2017 FL# 16717.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL rearcn rcCsuics - s�ppucanons_ FL# I Typje Manufacturer FL16717-R5 Revision POLYGLASS USA r i ory, FL#: FL16717.1 Model: Polyglass SBS and APP Modified Bitumen Roof Systems Description: Modified bitumen roof systems Category: Roofing Subcategory: Modified Bitumen Roof System _ .._—.._._... --..--—9_P—_----__....._.._.....--....._..._.__..-...._.__.......__...._...._.-._...t'h'-e.-.....__m.-i'..............__.n-__..........._...... Approved by DBPR. Approvals by DBPR shall be reviewed and ratlFled by the POC and/or the Commission If necessary. Validated By, Status _...._..._..._.._..___..__........ ......... i John W. Knezevich, PE j Approved I (954) 772-6224 I j Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoRyright 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 traditlonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2D12, 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 the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: piiiiirm ® eLheck CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE FILE COri 'GOi+1TRACTOR OR RECORD Credit Card Safe qcrz: 6 0 ST. LUCIE COUNT`A ING DIuc VIS 0 REVIEWED FOR COMPLIANCE�� URIC �OB PLANS AND ERMIT MUST BE r1E MADE SITE OR NO INSPECTION(S) THESE PLANS AND ALL PROPOSED WORK REQUIRED BY FIELDINSPECTORSOTHAT COMPLY WITH ALLAPP CABLE ODES. EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street TRINITY' ERD Oxford, CT 06478 (203) 262-9245 EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Evaluation Report P40690.12.13-1-R6 FL16717-R5 Date of Issuance: 12/12/2013 Revision 6: 09/12/2017 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. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code, High Velocity Hurricane Zone (HVHZ) sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems 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 "Engineer Evaluated, FBC (HVHZ)" 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 6, plus a 57-page Appendix. Prepared by: ...-fir Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/12/2027. This does not serve as an electronically signed document. 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. 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 TrinitvlERD 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. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code, High Velocity Hurricane Zone (HVHZ) through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1523.6.2 Testing Requirements TAS 110 2000 TAS 110 Wind, Hail, Leakage TAS 114 2011 TAS 110 Physical Properties ASTM D2178 2004 TAS 110 Physical Properties ASTM D4601 2012 TAS 110 Physical Properties ASTM D6162 2008 TAS 110 Physical Properties ASTM D6163 2008 TAS 110 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222• 2011 1507.11.2 Physical Properties ASTM D6509 2009 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P10490,10.08-2 10/30/2008 ERD (TST6049) TAS 114 P13760.09.09 09/10/2009 ERD(TST6049) TAS 114 P13770.09.09 09/10/2009 ERD (TST6049) TAS 114 P30540.11.09-R1 11/30/2009 ERD (TST6049) TAS 114 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD(TST6049) TAS 114 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) TAS 114 P39680.03.13 03/04/2013 ERD (TST6049) Physical Properties P37590.03,13-1-R1 06/26/2013 ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.03.13-5-Ri 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) TAS 114 P41630.08.13 08/06/2013 ERD (T5T6049) Physical Properties P45940.09.13 09/04/2013 ERD (TST6049) Physical Properties P44370.10.13 10/04/2013 ERD (TST6049) Physical Properties P39520.09.14-2 09/11/2014 ERD (TST6049) TAS 114 SC6160.11.14 11/10/2014 ERD (TST6049) Physical Properties PLYG-P454405C.03.15-1 03/31/2015 ERD (TST6049) Physical Properties SC5170.05.15 05/08/2015 ERD (TST6049) TAS 114 SC8085.05.15 05/19/2015 ERD (TST6049) Physical Properties SC5170.12.15 12/29/2015 ERD (TST6049) TAS 114 SC8085.05.15 05/19/2015 ERD (TST6049) Physical Properties SC5170.12.15 12/29/2015 ERD (TST6049) TAS 114 SC9455.15 04/01/2016 ERD (TST6049) TAS 114 PLYG-SC8905.05.16-1 05/17/2016 ERD (TST6049) TAS 114 PLYG-SC8905.05,16-2 05/17/2016 ERD(TST6049) TAS 114 PLYG-SC10815,07.16-R1 09/23/2016 ERD (TST6049) TAS 114 PLYG-SC11475.16 11/17/2016 ERD (TST6049) TAS 114 PLYG-SC13235.01.17 01/17/2017 ERD (TST6049) TAS 114 PLYG-SC13920.05.17 05/30/2017 Exterior Research and Design, U.C. Evaluation Report P40690.12.13.1-R6 Certificate of Authorization #9503 6r" EDITION (2017) FBC HVHZ EVALUATION FL16717-RS Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Revision 6; 09/12/2017 Page 2 of 6 i TRINITY ERD Entity Examination Reference Date ERD(TST11294) TAS 114 PLYG-CTL13945.05.17-1 05/30/2017 ERD(TST11294) TAS 114 PLYG-CTL13945,05.17-3 05/30/2017 ERD(TST6049) TAS 114 PLYG-SC13945.05.17 05/30/2017 ERD(TST6049) FM 4474/TAS114 PLYG-SC15760.09.17 09/11/2017 FM Approvals (TST1867) FM 4470/TAS 114 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470/TAS 114 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470/TAS 114 2DOA0,AM 12/23/1998 FM Approvals (TST1867) FM 4470/TAS 114 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470/TAS 114 3006646 01/04/2000 FM Approvals (TST1867) FM 4470/TAS 114 3001334 01/25/2000 FM Approvals (TST1867) FM 4470/TAS 114 3001334 02/15/2000 FM Approvals(TST1867) FM 4470/TAS 114 3000857 01/12/2000 FM Approvals (TST1867) FM 4470/TAS 114 3004091 01/12/2000 FM Approvals (TST1867) FM 4470/TAS 114 3006115 05/02/2001 FM Approvals (TST1867) FM 4470/TAS 114 3012321 07/29/2002 FM Approvals (TST1867) FM 4470/TAS 114 3014692 08/05/2003 FM Approvals (TST1867) FM 4470/TAS 114 3014751 08/27/2003 FM Approvals (TST1867) FM 4470/TAS 114 3007170 01/13/2004 FM Approvals (TST1867) FM 4470/TAS 114 3019317 06/30/2004 FM Approvals (TST1867) FM 4470/TAS 114 3020703 07/30/2004 FM Approvals (TST1867) FM 4470/TAS 114 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/TAS 114 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/TAS 114 3024594 05/23/2006 FM Approvals (TST1867) FM 4470/TAS 114 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/TAS 114 3030668 09/12/2007 FM Approvals (TST1867) FM 4470/TAS 114 3032172 06/12/2009 FM Approvals (TST1867) FM 4470/TAS 114 3049631 04/21/2014 FM Approvals (TST1867) FM 4470/TAS 114 3057029 02/02/2017 PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008 PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various Miami -Dade (CER1592) HVHZ Compliance, CAC 12-0907.06 10/25/2012 Miami -Dade (CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 10/06/2018 Exterior Research and Design, I.I.C. Evaluation Report P40690.12.13.1-R6 Certi lcate of Authorization #9503 6' EDITION (2017) FBC HVHZ EVALUATION FL16717-RS Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 6; 09/12/2017 Page 3 of 6 TRINITY ERD 4, PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass SBS and APP 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 Product Specification Reference Grade Type Base Sheets Polyglass G2 Base ASTM D4601 N/A II Polyflex SA Base ASTM D4601 N/A II Polyglass APP Base ASTM D6509 N/A N/A Elastoflex SA V (1,5-mm) ASTM D4601 N/A II Elastoflex SA V FR (1.5-mm) ASTM D4601 N/A II SBS Membranes Polyglass HT Base 650 ASTM D6162 S III Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 S I Elastobase Poly ASTM D6164 S I Elastoflex S6 ASTM D6164 S I Elastoflex VG ASTM D6163 G I Elastoflex VG FR ASTM D6163 G I Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko G SBS (sand or poly -film backed) ASTM D6164 G I Polyfresko G SBS FR (sand or poly -film backed) ASTM D6164 G I Elastoshleld TS G ASTM D6164 G I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyreflect ASTM D6164 S I APP Membranes Polyflex ASTM D6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko G ASTM D6222 G I Polyfresko G FR ASTM D6222 G I Polybond ASTM D6222 S I Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko G SA ASTM D6222 G I Polykool ASTM D6222 S I 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any p.toject 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 Fire classification is not part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product, 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. Exterior Research and Design, LLC, Evaluation Report P40690.12.13-1-R6 Certificate of Authorization #9503 6' EDITION (2017) FBC HVHZ EVALUATION FL16717-RS Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 6: 09/12/2017 Page 4 of 6 TRINITY ERD 5.4 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction. 5.5 Fastener spacing for mechanical attachment of anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing — prepared, signed and sealed by a qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 5.5.1 If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5.6 For systems where specific lightweight insulating concrete is referenced, consult the current HVHZ product approval documentation for specific deck construction and limitations. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be for minimum 300 psi cellular material. 5.7 For recover installations, the existing roof shall be examined in accordance with FBC 1521. 5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*. 5.9 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with Testing Application Standard TAS 124. 5.12 All products listed herein shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3. INSTALLATION: 6.1 Polyglass SBS and APP Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = 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 TAS 114 has already been applied). Refer to FBC 1620 and RAS 128 for determination of design wind loads. Exterior Research and Design, LLC, Evaluation Report P40690.12.13.1-R6 Certificate of Authorization #9503 6' EDITION (2017) FBC HVHZ EVALUATION FL16717-RS Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 6: 09/12/2017 Page 5 of 6 TRINITY ERD 6.3 Any of the following FBC HVHZ 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-Fibered Roof Coating; ➢ PG300 Fibered Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating; ➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; ➢ PG700QS (Quick -Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (over granule -surfaced APP or SBS only); . ➢ PG800 Asphalt Emulsion Roof Coating; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating; ➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; ➢ Polybrite 70QS (Quick -Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (over granule - surfaced APP or SBS only); ➢ Polybrite 90 High Solids Silicone Roof Coating; ➢ Polybrite 95 Silicone Roof Coating. 7. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 57-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report P40690.12.13-1-R6 Certif sate oJAuthori:oUon #9503 6'"EDITION (2017) FBC HVHZ EVALUATION FL16717-R5 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Revision 6; 09/12/2017 Page 6 of 6 TRINI- Y ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-9 1B Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 iC Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 ID Wood r New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 13-14 1E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 15-16 SF Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 1G Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-22 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 23-24 2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-27 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 28-30 3A Structural Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 31-39 3B Structural Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 39 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40-41 413 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 42 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 43-4S 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 46 SIB CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 47 SC CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 48 5D CWF New, Reroof (Tear -Off) or Recover C Mech_ Attached Insulation, Bonded Roof Cover 48 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 48 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 49-51 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 52 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52 J 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 53-57 Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization ff9503 6T" EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 57 TRINITY ERD The following notes apply to the systems outlined herein: I. The evaluation herein pertains to above -deck roof components; deck -attachment details noted below pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix 1. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authn6ty Having hiriariirtinn POLYGLASS AS -TESTED DECK ATTACHMENT DETAILS; TAS 114; APPENDIX J Type 15/32-inch plywood Tested Span (ft o.c.) 2 Tested Fastening 8d ring shank nails Tested Fastener Spacing p g (inch o.c.) 6 Highest As -Tested Allowable Pressure {psf) -75.0 15/32-inch plywood 2 #10 wood screws 6 -90.0 15/32-inch plywood 2 #10 wood screws 4 -120.0 19/32-inch plywood 2 8d ring shank nails 6 -60.0 19/32-inch plywood 2 #10 wood screws 6 -112.5 22 ga., Type B, Grade 33 steel 6 Tek/5 screws 6 -112.5 22 ga., Type B, Grade 40 steel 6 S/8" puddle welds 6 -97.5 22 ga., Type B, Grade 40 steel 6 Trax)(/5 screws with %" washers 6 -135.0 22 ga., Type B, Grade 80 steel 6 Tek/S screws 6 -82.5 2. Fasteners shall be of sufficient length for the following engagements: ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural Concrete: Minimum 1.25-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 polyisocya nu rate, polystyrene, cement -based roof board, gypsum -based roof board, mineral -wool, perlite or wood fiberboard that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5. Preliminary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0-5-inch wide ribbons, 12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesives CR-20: Continuous 2-5-3.5-inch wide'ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. ➢ Note. The maximum edge distance from the.adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report P40690.12.13-1-R6 for FL16717-R5 Certificate of Authorization #9503 6T" EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 57 . TRINITY ERD 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In 'increase' no case shall these values be used to the MOP listings in the tables- rather if MOP listing below meets or exceeds that listed fora particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP material -157.5 psf listed in the table: (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) -➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11) ➢ ICP Adhesives CR-20: MOP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137 by a qualified design professional. 'This extrapolation is not permitted for systems marked with an asterisk*. 10. For assemblies marked with an asterisk`, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment of insulation, anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing — prepared, signed and sealed by a qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 12. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with Testing Application Standard TAS 124. 13. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type D, the insulation is optional. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC NOA or HVHZ Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. 15. Unless otherwise noted, refer to the following rpfprpnrpc fnr hn ded barn i,,,,� ��.. � ---- .....r. POLYGLASS ROOF COVERS Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type 11 (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20 40 Applied) Note. Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 SBS-CAl Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type It, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield PG350 at 1.5-2.0 TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield Polyplus 35 at 1.5-2.0 TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square Exterior Research and Design, LLC. d/b/a Trinity )ERD el Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization #9503 6r"EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 3 of 57 16. TRINITY ERD POLYGLASS ROOF COVERS (CONTINUED) Reference Layer Material Application Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA S6 Type II, Polyglass HT Base 650 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Hot Asphalt at 20-40 Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Ibs/square Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Torch -Applied Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G S85 FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase of sand or Elastobase (P Y/ ) (Poky/Po1Y)- APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 APP -TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond gal/square (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied APP-SA Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly'/poly). Any of the following FBC HVHZ 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 Fibered Roof Coating; > PG300 Fibered Roof Coating; > PG600 Non-Fibered Aluminum Roof Coating; > PG650 Fibered Aluminum Roof Coating; > PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; ➢ PG7000$ (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only); ➢ PG800 Asphalt Emulsion Roof Coating; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; > Polyplus 65 Premium Fibered Aluminum Roof Coating; > Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; > Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only); > Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application- Refer to tables herein for other priming requirements. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report P40690.12-13-1-R6 for FL16717-RS Certificate of Authorization #9503 6' EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 57 TRINITY ERD TABLE U: WOOD DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP No. Type Fasten Attach Base Ply Cap Ply (psf) W-96- Min. 19/32- ElastobaselElastobase P of film (P y 32 ga., 1-5/8-inch diameter tin caps with 11 ga, annular ring shank nails. Note: Tin caps are to be with 6-inch o-c. in 4-inch lap and 6-inch o.c. in four Elastoflex SA V Plus, 585-SA, APP-SA, SBS- inch plywood top) primed PG100 or ASTM D41 primer. 4 , equally spaced, staggered center rows () q y P gg Elastoflex SA V Plus FR TA, APP-TA 112.5 W 97 Min. 19/32- Elastobase, Elastobase P (poly -film (P y 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 6 mch o.c. in 4-inch lap and 6-inch o-c- in four inch plywood top) ringshank nails. Note: Tin caps are to be rimed with P P (4), equally spaced, staggered center rows Polyflex SA Base APP-TA 112.5 PG100 or ASTM D41 primer. Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6r" EDITION (7017) FBC HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Evaluation Report P40690.12.13-1-R6 for FL16717-RS Revision 6: 09/12/2017 Appendix 1, Page 19 of S7