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HomeMy WebLinkAboutProduct Approval (4) 1�EM01 etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT Polyglass USA, Inc. Evaluation Report P9290.02.08-R25 1111 West Newport Center Drive FL1654-1127 Deerfield Beach, FL 33442 Date of Issuance:02/11/2008 (954)233-1330 Revision 25:09/30/2020 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 7t' Edition(2020) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOI etc. 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 5, plus a 94-page Appendix. Prepared by: ---- -Robert-J.M.-Nieminen,-P.E. - s, � ' .yF��`^^z,_�,=� -The facsimile sea!appearing was authorized by Robert Florida Registration No.59166, Florida DCA ANE1983 ''�:;;=; '` `'' Nieminen,P.E.on 09/30/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC 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. NEMO ETC,LLC 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 NEMO ETC, LLC 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. ©2018,NEMO ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: KIWAM Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 7' Edition (2020) 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 PropeltV Stands"rd - Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2012 1504.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470,Section 4.6 2016 1507.10.2 Material standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6162 2015 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM D6509 2015 Enti Exam Reference Date Enti Exam Reference Date ERD(TST6049) Physicals P10490.10.08-2 10/30/2008 FM(TST1867) FM 4470 3006115 05/02/2001 ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM(TST1867) FM 4470 3012321 07/29/2002 ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3014692 08/05/2003 ERD(TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/2003 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3007170 01/13/2004 ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2004 ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/30/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006 ERD(TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006 ERD(TST6049) Physicals P37590.03.13-2-R1 07/01/2013 FM(TST1867) FM 4470/4474 3023458 07/18/2006 ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST6049) Physicals P37590.03.13-5-R1 07/01/2013 FM(TST1867) FM 4470/4474 3032172 06/12/2009 ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FMTST1867) FM 4470/4474 3049631 04/21/2014 I ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM TST1867) FM 4470/4474 3057029 02/02/2017 ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEN10(TST6049) Criticality 4S-PLYG-13-001.06.13 06/23/2018 ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEMO(TST6049) FM 4474 4L-PLYG-18-003.08.13 08/21/2018 ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 NEMO(TST6049) Criticality 4S-PLYG-13-001.10AS 10/03/2018 ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO(TST6049) ASTM D4897 4S-PLYG-13-002.11.13-2 11/16/2018 ERD(TST6049) Physicals P454405C.03.15-1 03/31/2015 NEMO(TST6049) ASTM D6164 4S-PLYG-18-002.11.19-3 11/29/2019 --- - —ERD-(TST6049j --Physicals—- - ---SC5170:05.15 -05/o8/2015 -NEMO(TST6049) FM 4474 - 4_-PLYG-13-oe3.11.13 -12/28/2018 ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMO(TST6049) FNI 4474 4L-PLYG-18-003.01.19 01/11/2019 ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(TST6049) A5TM D6163 45-PLYG-13-002.01.19-.A 01/24/2019 ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) ASTM 06162 45-PLYG-18-00Z.01.13-9 01/25/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6049) FM 4474 4L-PLYG-13-003.04.19-A 04/08/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 MEMO(TST6049) ASTM D66222 45-PLYG-18-002.05.13-C 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC30815.07.16-R1 09/23/2016 NEMO(TST6049) ASTM D6222 45-PLYG-18-002.05.19-0 05/20/2019 ERD(TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 NEMO(T5T6049) ASTM D6163 45-PLYG-18-002.05.19-H 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(TST6049) ASTM D6164 45-PLYG-I8-00Z.05.19-N 05/31/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEMO(TST6049) Criticality 45-PLYG-18-001.06.19.A 07/17/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 4S-PLYG-18-002.09.19-I 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 NEMO(T5T6049) ASTM D6164 45-PLYG-18-002.09.19-i 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-r-TL13945.05.17-3 05/30/2017 NEMO(T5T6049) FM 4474 4a-PLYG-2C-L5WUS-01.A 08/28/2020 ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007 ERD(TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008 FM(TST1867) FM 4470 2W7A7.AM 08,04/1994 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008 FM(TST1867) FM 4470 OD3A3.AN1 04/04/1997 PRI(TST5878) Physicals PUSA-062-02.02 12/04/2008 FM(TST1867) FM 4470 2DOAO.AM 12/23/1999 PRI(T5T5878) TAS 114 PUSA-188-02-01 02/08/2017 NEM0 ETC,LLC Evaluation Report P9290.02.08-R25 Certificate o/Authorization#32455 7 H EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 2 of 5 ONEMOjetc. Entity Exam Reference Date Enti Exam Reference Date FM(TST1867) FM 4470 205A9.AM 06/22/1999 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 FM(TST1867) FM 4470 3006646 01/0412000 PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017 FM(TST1867) FM 4470 3001334 01/25/2000 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017 FM(TST1857) FM 4470 3001334 02/15/2000 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017 FM(TST1867) FM 4470 3DO0857 01/12/2000 M-0(CER1592) HVHZ Various NOAs Various FM ITST1867) FM 4470 3004091 01/12/2000 M-D(CER1592) Prop.for Rev. 10-0823 10/12/2010 UL(QUA9625) Quality Control Service Confirm 09/13/2018 OD 1 • 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. s TABLE��ROLL-GOODS IFOR MODIFIED BfIUMEN ROOF SY$TENtS _ -:F Materlal Standard TYpe Product Plant( s)" Reference Type , Grade Polyglass G2 Base ASTM D4601 II N/A AL Polyflex SA Base ASTM D4601 II N/A FL Base Sheets Elastobase SA ASTM D4601 II N/A PA Elastovent ASTM D4897 N/A N/A PA Polyglass Base ASTM 06509 N/A N/A FL APP,Smooth-Surface Polybond ASTM D6222 I S FL Membranes Polyflex ASTM D6222 I S FL Polykool ASTM D6222 I S FL Polybg ASTM D6222 I G FL Polyflex G ASTM D6222 { I G FL Polyflex G FR ASTM D6222 I G FL APP,Granule-Surface Polyfresko G ASTM D6222 I G NV Membranes Polyfresko G FR ASTM 06222 I G NV Polyflex SAP ASTM D6222 I G FL,TX Polyflex SA P FR A5TM 1)6222 I G TX Polyfresko G SA ASTM D6222 I G NV Polyfresko G SA FR ASTM D6222 { I G NV Elastoshield HT ASTM D6162 III { S FL Elastobase ASTM D6163 I S FL a�tu ASTM D6163 I S FL Elastofl ASTM D6163 I 5 FL, PA,TX E astoflex SA V FR ASTM D6163 I S FL, PA,TX 5BS,Smooth-Surface Elastoflex SA V Plus ASTM D6163 { I { 5 FL,TX Membranes Elastoflex SA V Plus FR ASTM D6163 { { S FL,TX Elastobase P ASTM D6164 I S FL,TX Elastoflex SA Base HD ASTM D6164 { I S PA,TX Elastoflex 56 ASTM D6164 { 1 5 FL -Eats ofexexS6 PH PH --------- _-- -- ASTM D6164 ---�-----I�- ----{— - -3----- -----Nv--- - - Polyreflect ASTM D6164 I 5 { FL Elastoshield HT G { ASTM D6162 Ill G { FL Elastoshield HT G FR ASTM D6162 III { G FL Elastoflex V G ASTM D6163 I G { FL,PA Elastoflex V G FR ASTM 1)6163 1 G FL, PA SBS,Granule Surface Elastoflex 56 G ASTM D6164 I G FL,PA Membranes Elastoflex S6 G FR { ASTM D6164 1 G FL Elastoshield TS G ASTM D6164 1 G FL,TX Elastoshield TS G FR { ASTM D6164 I G ( FL,TX Elastoflex SAP ASTM D6164 I G FL,TX Elastoflex SA P FR ASTM D6164 I G FL,TX NEMO ETC,LLC Evaluation Report P9290.02.08-R25 CertiJlcote ofAuthorizotion#32455 71"EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Paee 3 of 5 I OMEMO etc. 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC 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 High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami-Dade Counties). 5.3 This Evaluation Report 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. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components 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 the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall pe 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. 5.6.3 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 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "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 b the 2 to 1 margin of safety P g P Y 2( g y per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. . 5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones 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 - - P-revention.Data Sheet-1-29,-Roofing Application Standard RAS117_and.Roofing Application StandardRAS 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 (February 2020)for Zone 2/3 enhancements. 5.7.3 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. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. NEMO ETC,LLC Evaluation Report P9290.02.08-R25 Cert note of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Paee 4 of 5 ON-EMOJetc. 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. REQUIREMENTS:BUILDING PERmrr As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named CA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 Q,4 requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. • UL, LLC—QUA9625:(414)248-6409,karen.buchmann@ul.com -THE 94-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- I I NEMO ETC,LLC Evaluation Report P9290.02.08-112S Certificate ofAuihorizatlon#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 5 of 5 r' I NEM0 j etc. SyStPtYL,=`, RO01'COUCr;(N DLC Q$)`n6i Decic•(Note 1) Primer MDP(psf). No — Joint Treatment Base Ply''l y, " ` PIS Cap Ply - i - SELI AbHERING�UASE'PLY. ,. APA rated, Elastoflex sn v Plus7/16 CAT, OSR joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into (Optional)SBS-SA,SBS- SRS-SA,APP-SA, W-208 None or Elastoflex SA V -52.5 0.41£S in., place to create continuous bond. s FR TA,nPP-TA SRS-TA,APP-TA Exposure 1.O -- in.15/31 RS S °SfiS' SOS S/ ,.— -- -- W 209 I None None SDS'SAI, 90.0 ,inch plywood I TA' SOS T '' PP-T.` Min.1.5/32.- (Optional)SRS-SA,SOS- SITS-SA,APP-, W-1.10 inch plywood PG100 None. SOS-SA TA',APP-TA SOS-TA,APP-TA 97'' Min.15/32.- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SOS=SA,SBS- SRS-SA,APP-SA, W-27.1 inch plywood (Optional)PG1.00 into place to create continuous bond. Elastoflex SA V ER TA,APP-TA SRS-TA,APP-TA 97.' Min.15/32- POLYFIRITr:74S— — (Optional)SITS-SA,SRS- SBS-SA,APP-SA, W-212. inch plywood or WB3000 None SOS-SA TA,APP-TA SRS-TA,APP-TA 10,.0 Min.15/37- Plywood joints are covered with 4-inch wide strips o(Elastaflex SA V Plus,rolled Elastoflex SA V Plus (Optional)SOS-SA,SOS- SRS-SA,APP-SA, W 21.3 inch plywood (Optional)PG100 into place to create continuous bond. or Elastoflex SA V TA,APP-TA SRS-TA,APP-TA 13.0 Plus FR ---- HYaRlti'SYSTEMs,N11TH SELF=ADHERIN GAP P BASE PLY: W 214 Min.1.S/32- (Optional)PG100 None APP-SA-I-I (Optional),APP-TA APP-TA -90.0 inch plywood Min.:15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled W J1' inch plywood (Optional)PG100 into place to create continuous bond, nPP-SA-II (Optional)APP-TA APP-TA 135.0 HYBRID"�SYSTEMSIWITH'SELF-AE DHRING.SRS E PL Y: LY: . - 1 V I IM�4 Min.15/32- W 216 inch plywood None None SOS-SA-H (Optional)SOS-TA SIIS-TA •.90.0 Min.1.5/32.. W?1.7 inch plywood PGA00 None SRS-SA-1-1 (Optional)SOS-TA 'SOS-TA -97.5 W 21£ Min.15/32 (Optional)PGU)0 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled SOS-SA-H (Optional)'SOS-TA SRS-TA 97.5 T inch plywood to place to create continuous bond. --�-- Min.•15/32• I'OLYRRITE 745 --_`-.-- -- -- ---- W 119 inch plywood or WR3000 Nonc SOS-SA-FI (Optional)SOS-TA SRS-TA 105.0 £t:MO E-rC,LLC Evaluation Report M)290.02.08-1125 for FL1G54-It7.7 :ertificate of Authorization 11324S5 7"'EDITION(2020)FRC NON-HVFIZ EVALUATION Revision 25:09/30/2020 D2018 NEMO ETC,t.1_C Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 37 of 94