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Home My WebLink AboutEVALUATION REPORTl� SCANNED BY St Lucie Count%/ jLUCIE COU \. ! EVIEWED FOR -`•�,� TRINIT ERErEVIEWED BY DATE PE EVALUATION REPORT P�c nR NO I Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 �5 G DMSION NVy BUI D EXTERIOR RESEARCH & DESIGN, LLC. COTA N E Certiflcate of Authorization #9503 j 353 Christian Street T BE (EPT ON 30B Oxford, CT06478 SM SWILL BE MADE (203) 262-9245 PE I N ) Evaluation Report P9290.02.08-R20 FL1654-R22 Date of Issuance: 02/11/2008 Revision 20: 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 jBuilding Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified jBitumen Roof Systems LABELING: Labeling shall be in accordance i ith 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 Codelrequirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report nu ber preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of theEvaluation 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 11through 6, plus a 58-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA The facslmlle seal appearing was authorized by Hobert Nieminen, P.E. on 09/12/2017. This does notserve 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 financi��jQ�est in any company manufacturing or distributing products it evaluates. �e�A �eJ 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is hot owned, operated or controlled by any company �� t �tr distributing products it evaluates. i n 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturin 1 11 ;Al • which the evaluation reports are being issued. �1 44�0�� .4�� 4. Robert Nieminen, P.E. does not have, por will acquire, a financial interest in any other entltyjg�0�?v t ��10 �� ¢� of the product. Q S� QQj 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in a�tecord for any project on which this Evaluation Report, or previous versions thereof, Is/was used for perms I ante unless retained C � ��`,Yspecifically for that purpose. ;. Y h k �Q� �\ I i :, TRINITY' ERD 5 illl�ri -: I,�.. a L ROOFING SYSTEMS EVALUATiONc - � -' w � � 1:; 1. SCOPE: .7 �ii Product Category: RoofingwtLi• ,'c:}t^-,r;'1_j' " { .'tl,i;r,' Sub -Category: Moded Bitumen Roof Systems ,-i ';, % -'i-,c 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 6a' Edition (2017) 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 Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.3.1 Wind UL 1897 2012 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6162. 2008 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 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) FM 4470/4474 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 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-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013 ERD (TST6049) 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) FM 4470/4474 SC6160.11.14 11/10/2014 ERD (TST6049) Physical Properties PLYG-P45440SC.03.15-1 03/31/2015 ERD (TST6049) Physical Properties SC5170.05.15 05/08/2015 ; ,ERD (TST6049) FM 4474 SC8085.05.15 05/19/2025 fERD (TST6049) Physical Properties SC5170.12.15 12/29/2015 s:. .ERD (TST6049) FM 4470/4474 S0455.15 04/01/2016 -%�.ERD'(TST6049),- FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 IERD�Sf6019)'-; FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 ERP, (TST6t)49) . „ FM 4470/4474 PLYG-SC10815.07.16-R1 09/23/2016 t F:ERD (� ST6049)'�, :�' r�� J ::%j..r UL 1897 PLYG-SC12025.10.16 10/12/2016 ERD'.(TSi6049) . `'•;>,.;-,, ",YA, i FM 4470/4474 PLYG-SC11475.16 11/17/2016 ERD(l`SF6049): ;,, `'; ��.,' FM 4470/4474/UL1897 PLYG-SC13235.01.17 01/17/2017 ERD (TST6049)':,,. ' j',r„ FM 4474/UL1897/TAS 114 PLYG-SC13920.05.17 05/30/2017 ERD (TSf11294) '` -,,,. FM 4474/UL1897/TAS 114 PLYG-CTL13945.05.17-1 05/30/2017 Exterior Research and Design, U.C. Evaluation Report P9290.02.08-R20 Certif cote ofAuthoriraUon #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.3654-1122 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017 Page 2 of 6 I t- 1 �`. TRINITY;ERD EntitV Examination Reference Date ERD (TST11294) FM 4474/ LL1897 'AS 114 PLYG-CTL13945.05.17-3 05/30/2017 ERD (TST6049) FM 4474/UL1897 PLYG-SC13945.05.17 05/30/2017 ERD (TST6049) FM 4474/TAS 114 PLYG-SC15760.09.17 09/11/2017 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867 FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals(TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 FM Approvals (TST1867) FM 4470/4471 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals (TST1867) FM 4470/4474 3032172 06/12/2009 FM Approvals (TST1867) FM 4470/4474 3049631 04/21/2014 FM Approvals (TST1867) FM 4470/4474 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 WAS Various Miami -Dade (CER1592) Proposal for Review 30-0823 10/12/2010 UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp.10/06/2018 4. PRODUCT DESCRIPTION - This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. :;... '.•. r'r. h: r== xk ....,a ,.. ...1;0^ s: .i _ "t �::r a'i;i:�rhYi.. ��,�•.'° �r ;. . 1y4 ;,TABLE 1. ROLL';000DSFOR )'OLYGLASS IM bIFIED'B)TUMI ROO SYSTEM ti` .: ]::.1 .. .....;. .. ., ..::.�...::..:�.:'.`:.::v:l.:�;;•;.•!.'.:;�r•:.:;wt+:M:_+!.,Y.n++yr,+iy; u; i:-.•::,+� :Z)i.�P.+n.ir �-. A. Specification Type Product Reference Grade Type Polyglass G2 Base ASTM D4601 N/A II Base Sheets Polyfle'x SA Base ASTM D4601 N/A II Polyglass APP Base ASTM D6509 N/A N/A i i Exterior Research and Design, LLC. Certificate ofAuthorizotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (S70) 384-1230 Evaluation Report P9290.02.08-R20 FL1654-R22 Revision 20: 09/12/2017 Page 3 of 6 +��-- •mil TRINITY 1 ERD TABLE 1(CONTINUED): ROLL=GOODS_FOR POLY G:. LA.:SSMOD.I.FI.E.D:$1TMEN ..., OOF SYSTEMS '• :: " ' •, Type Product Specification Reference Grade Type SBS Membranes Polyglass HT Base 650 ASTM D6162 S III Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Base ASTM D6163, Table 2 S I Elastoflex SA V FR Base ASTM D6163, Table 2 S I Elastoflex 5A 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 S6 Type II ASTM D6164 S II Elastoflex VG ASTM D6163 G I Elastoflex VG FR ASTM D6163 G I SBS Membranes Elastoflex 56 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 Elastoshield 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 1 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 S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD 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 FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 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. 5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load' resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. Exterior Research and Design, LLC. Evaluation Report P9290.02.08-1120 Certificate ofAuthorization ti9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017 Page 4 of 6 I 5.7 For mechanically attached insulation i for the selected assembly shall meet FBC Chapter 16. Zones 2 and 3 s professional to resist the elevated pre Prevention Data Sheet 1-29, Roofing 137. Assemblies marked with an as Prevention Data Sheet 1-29 (January; TRINITY ERD membrane or strip -bonded insulation, the maximum design pressure exceed the Zone 1 design pressure determined in accordance with ill employ an attachment density designed by a qualified design ure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss pplication Standard RAS 117 and Roofing Application Standard RAS -isk* carry the limitations set forth in Section 2.2.10.1 of FM Loss 16) for Zone 2/3 enhancement's. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation Ior membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for thie system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing -roof surfacel shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 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 ASTM E907, FM Loss Prevention Data Sheet 1-52 o i Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind) speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Polyglass 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 FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. Certfffcote ofAuthorizotton #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Poly glasslModified Bitumen Roof Systems; (570) 384-1230 I I Evaluation Report P9290.02.08-R20 FL1654-R22 Revision 20: 09/12/2017 Page 5 of 6 ' TRINIIY ERD 6.3 Any of the following r"BC Approved CoaLings may be applied to the top roof membrane without adverse effeCL 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. BUILDING PERMIT REQUIREMENTS:, As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61620-3 QA requirements 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 58-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report P9290.02.08-R20 Certificate ofAuthoriratfon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-1122 Polyglass Modified Bitumen Roof Systems; (570).384-1230 Revision 20: 09/12/2017 Page 6 of 6 APPENDO(1 UPLIFT 'IJ -f Rf NITY ERD Table Deck Application Type :. .. Description" 2A 113-1 Wood Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover Page - iB-2 Wood New or Reroof (Tear -Off) A-2 M Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1C New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-11 ID Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 11 SE Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-1 1F-1 SF-2 Wood Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 14-15 118 G —Wood.__ New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws &plates), Bonded Roof Cover 16-21 19-21 ' _ 2A Steel or Structural concrete-- — New or Reroof (Tear -Off) —New, Reroof (Tear -Off) or Recover F Non -Insulated, Bonded Roof Cover 21 213 Steel or Structural concrete New, Reroof (Tear-Off)-orRecover—._ B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 2C Steel or Structural concrete C New, Reroof (Tear -Off) or Recover p Mech. Attached Insulation, Bonded Roof Cover -Prelim.-Attached 25- 3A Structural concrete New or Reroof (Tear -Off) Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 29-3131 3B Structural concrete New or Reroof (Tear-0ff) A-1 Bonded Insulation, Bonded Roof Cover _ 4A LWIC New or Reroof (Tear-0ff) IF A-1 Non -insulated, Non -Insulated, Bonded Roof Cover Bonded Insulation, Bonded Roof Cover 40 48 4C LWIC New or Reroof (Tear -Off) A-2 Mech- Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover ---41-42-- SA LWIC CWF New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 43 SIB CWF New or Reroof (rear -Off) A-1 Bonded Insulation, Bonded Roof Cover 44-46 5C CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 47 SD New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 48 CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 SE 6A CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 68 Gypsum Reroof (Tear-0ff) A-1 Bonded Insulation, Bonded Roof Cover 49 6C Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50-52 Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 52 6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 53 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 54-58 The following notes apply to the systems outlined herein: 58 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck, D Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published installation instructions. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report P9290.02.08-R20 for FL3654-RZ2 rH Certificate of Authorization N9503 6 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 1 of 58 TRINITY i ERD Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 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 manufacturer's published instructions. D Hot asphalt (HA): Full coverage at 25-30 Ibs/square. D Dow INSTA STIK Oulk Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. D Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 (013500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note: 01y8ond Green maybe used where OlyBond 500 is referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive 8e Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-Inch o.c. D Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. D 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. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings In the tables; rather if MOP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick) D Millennium PG-1 Pump Grade Adhesive (M-PG3): MDP -157.5 psf (Min. 0.5-inch thick) D OMG OlyBond 500 (OB500): MDP -45.0 psi (Min. 0.5-inch thick Multi -Max FA-3) D OMG OlyBond 500 (OB500): MDP -1875 psf (Min. 0.5-Inch thick ISO 95+ GL) D OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) D OMG OlyBond 500 (013500): MDP -487S psf (Min. 0.5-inch thick ACFoam II) D ICP Adhesives & Sealants CH-20: MDP -1175 psf (Min.1.D-inch thick) B. Bonded polylsokyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for.the system. Testing and analysts shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover orre-roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) 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 ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application. 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 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. Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report P9290.02.08-1120 for FL1654-R22 Certificate of Authorization 119503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-S9166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of S8 i } .--I' TRINITY ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. u - t - :ii•. ABLE�1tP ::i-�" .:....:.,-�,-•:�,:.-.r.-nt:..-- ALYGLllS5;R00F.GOVERS'�,i-;2''z,' s.: .'�i;: Reference Layer Material . BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Application (Base and Ply sheets, Asphalt- Applied) Ply Note: Base Ply One or more plies POlyglass Ply IV, Polyglass Ply VI, FBC A roved ASTM D2178, Type IV or VI Asphalt -applied sheets or Insulation shall not be applled to poly film surfaced membranes. One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II Hot Asphalt at 20-40 Ibs/square SBS-CA1 Cap y PI Base Ply PG350 at 1.5-2.0 gal/square SBS-CA2 Cap PI y Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type It, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Polyplus 35 at 1.5-2.0 gal/square SBS-AA 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 56 Type II, Polyglass HT Base 650 ---___ (SBS, Asphalt -Applied) —_ Hot Asphalt at 20-40 Ibs/square larch Applied _ — Cap ply Note: Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. SBS-TA (SBS, Torch -Applied) SBS-SA Self Base Ply or Ply -One-or more plies_Elastobase 650 (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6 Elastoflex S6 Type II, Polyglass HT Base Cap Ply Base Ply Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly-flim backed) One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Elastoflex SA P, Elastoflex SA P FR, Pol reflect (SBS, -Adhering) Note: I Unless otherwise noted, permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase (poly/sand) or Elastobase (ol / oly). Self -Adhering APP-CA1 Ca=PIYP.,Ytl ex G FR PG350 at 1.5-2.0 APP-TA Base Ply or PIv I One or more Plies PPlvplaec App na D i„ne D i,.ti a gal/square t-ap Irl Pnlytlex, Pol ex G, Poi ex G FR, Pol bond, Polybond G, Pol resko G, Poi resko G FR Torch -Applied APP-SA Cap Ply Po ex SA P. Polyflex SA P FR, Potyfresko GSA, Polykool (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase(poly/sand) or Elastobase (oly/poly). 16. Any of the following FBC Approved coatings maybe applied to the top roof membrane without adverse effect on the system wind load performance. associated with coating usage. Refer to current Roofing Materials Directory for fire ratings `J D PG200 Non Fibered Roof Coating; D PG300 Fibered Roof Coating; D PG600 Non-Fibered Aluminum Roof Coating; D PG650 Fibered Aluminum Roof Coating; D PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; D PG700QS (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only); D PG800 Asphalt Emulsion Roof Coating; D Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; D Polyplus 65 Premium Fibered Aluminum Roof Coating; D Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; D Polybrite 7005 (Quick Set) Premium Grade Elastomerk Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only); D Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design, U.C. d/b/a Trinity(ERD Certificate of Authorization #9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P9290.02.08-R20 for FL1654-R22 FL1654-RZZ Prepared by: Robert Nieminen, PE-59266 Polyglass Modified Bitumen Roof Systems; (570) 394.1230 Revision 20: 0 Appendix Page 3 of 58 -•:I` TRINITY' ERD 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: VAPORBJIRhIER:OpTIQNS,STRULTORALCONCRETEDECK)AtlHERED,IN5t1tY1fi0NPkR.TABLE'3A', ..::.••.. :. Option 0 Primer Vapor Barrier Insulation Adhesive MDP (Ps f) Type Attach. VB-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-Inch o.c. -60.0 VS-2. PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20,12-inch o.c. -75.0 VB-3. PG100 Elastoflex SA P Self -Adhering Insta-Stik, 12-inch o.c. -75.0— VB-4. I PG100 Elastoflex SA P Self -Adhering Millennium One Step Foamable Adhesive, 12-Inch o.c. 1575 VB-5. PG100 Elastoflex SA P Self -Adhering CR-20, 12-Inch o.c. 270.0 VB-6. PG100 Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. 290.0 29. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report P9290.02.08-R20 for FL1654-1322 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 58 TI System Deck (Note 1) No. T..-- W-136 Min.19/32- Elastobase, Elastobase P inch plywood (poly -film top) W-137 Min.19/32- Elastobase, Elastobase P Inch plywood (poly -film top) W 138 Min.19/32- Elastobase, Elastobase P Inch plywood (poly -film top) W-139 Min.19/32- Elastobase, Elastobase P inch plywood (poly -film top) System Deck (Note 1) Primer W-140 i in.15/32- None nch plywood W-141 Min.15/32- inch plywood (Optional) PG100 W-142 Min,15/32- pG100 inch plywood W-143 Min.15/32- inch plywood (Optional) PG100 W-144 Min.15/32- yyB-300D Inch plywood W-145 Min.15/32- inch plywood (Optional) PG300 W 1046 Min.15/32- U (Optional) PG200 _ Inch plywood IF-2.-WOOD DECKS -:-NEW CONSTRUCTION, REROOF (TEAR-OFF)OR RECOVER VSULATED MECHANICALLY AT fACHED.BASE SHEET:(9"-' Ews & Pia TES ,BONDED ROOF Base Sheet ' Fasten Attach Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14 orTrufast 3" Metal Insulation Plate with Trufast HD Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14 or Trufast 3" Metal Insulation Plate with Trufast HD OMG Flat Bottom Plates (square) with Roo rip #12 OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12-inch O.C. in two (2), equally spaced, staggered center rows SBS-SA 12-inch o.c. in 4-inch lap and 12-inch o.c. In two (2), equally spaced, staggered center rows Polyflex SA Base 12-Inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows SBS-SA 12-inch o.c. in 4-Inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows Polyflex SA Base Roof Cover (Note Joint Treatment 15) Base Ply ply None SBS-SA (Optional) SBS-SA, SBS- TA, APP-TA None ' Polyflex SA Base (Optional) APP-TA None SBS-SA (Optional) SBS-SA, SBS- TA, APP TA Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into place to create continuous bond. None Elastoflex SA V Base or Elastoflex SA V FR Base (Optional) SBS-SA, SBS- TA, APP-TA SBS-SA (Optional) Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into place to create continuous bond. Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into place to create continuous bond. I Elastoflex SA V Plus or Elastoflex SA V Plus FR I Polyflex SA Base (Optional) SBS-SA, SBS- TA, APP-TA (Optional) APP-TA TRINITY ERD R Roof Cover (Note Base Piv Cap SBS-SA, APP-SA, SBS- TA, APP-TA APP-TA SBS-SA, APP-SA, SBS- TA, APP-TA APP-TA MDP (Psf) -52.5" -52.5• -60.0" -60.0" Cap Ply MDP (psf) SBS-SA, APP-SA, SBS- TA, APP TA -90.0 APP-TA -90.0 SBS-SA, APP-SA, SBS- TA, APP-TA -97.S SBS-SA, APP-SA, SBS- TA, APP TA g7 5 SBS-SA, APP-SA, SBS- TA, APP-TA -105.0 SBS-SA, APP-SA, SBS- TA, APP-TA -135.0 APP-TA -135.0 Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Evaluation Report P9290.02.0B-R20 for FL36S4-R22 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 21 of 58