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HomeMy WebLinkAboutProduct Approvals (3) 1 � I 210 -o 0 ;Z 6 3���,�n�rcol�� RO FILE COPY MEMO I etc. Certificate of Authorization#f32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P9290.02.08-R26 1111 West Newport Center Drive FL1654-1128 Deerfield Beach, FL 33442 Date of Issuance:02/11/2008 (954)233-1330 Revision 26:06/09/2021 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 7th Edition(2020)Florida Building Code sections noted herein. III $Ias �fiecl Bitulmlelt Icc�f 5lrstes far use i FB[x�c�n-HVEZ jc� lc#i�ars- —_ ._..._ .._....:... 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). MEMO 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 "NEMO Ietc. 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 98-page Appendix. Prepared by: :.SCxm'�. 'L Robert J.M.Nieminen PE =3=.`:. •' T;a: , . . '%,�F•-.,a I°�.==;� The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 ='a; ; ��'" Nieminen,P.E.on 06/09/2021.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 yAll acquire,a financial interest in any company manufacturing or distributing products for which the cyaluation reports arc being iwucd. 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. 02018,NEMO ETC,LLC *, NEM0 etc. ROOFING SYSTEMS EVALUATION: 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 7t' 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 =Pro a Stantlartl i.. Year . . 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2012 1504.6 Accelerated weathering ASTM G1S5 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 3. REFERENCES: Ent( E1iam Reference Date Ent) Elcarn Reference:: Date ERD(TST11294) FM 4470/4474 PLYG-CrL13945.05.17-1 5/30/2017 FM(TST1867) FM 4470 3020703 7/30/20D4 ERD(TST11294) FM 4470/4474 PLYG-CrL13945.05.17-3 5/30/2017 FM(TST1867) FM 4470/4474 3018332 1/31/2006 ERD(TST6049) FM 4470/4474 P13760.09.09 9/10/2009 FM(TST1867) FM 4470/4474 3023368 3/20/2006 ERD(TST6049) FM 4470/4474 P13770.09.09 9/10/2009 FM(TST1867) FM 4470/4474 3024594 5/23/2006 ERD(TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM(TST1867) FM 4470/4474 3023459 7/18/20D6 ERD(TST6049) FM 4470/4474 P30550.12.09 12/2/2009 FM(TST1867) FM 4470/4474 3030668 9/12/2007 ERD(TST6049) FM 4470/4474 P33970.03.11 3/15/2011 FM(TST1867) FM 4470/4474 3032172 6/12/2009 ERD(TST6049) D6163 P33960.03.11 3/15/2011 FM(TST1867) FM 4470/4474 3049631 4/21/2014 ERD(TST6049) D6509 P37S90.03.13-1-RS 2/5/2013 FM(TST1867) FM 4470/4474 3GS7029 2/2/2017 ERD(TST6049) D6163 P37590.03.13-2-R1 2/5/2013 FM(TST1867) FM 4470 3001334 1/25/2000 ERD(TST6049) D6222 P37590.03.13-5-R2 2/6/2013 FM(TST1867) FM 4470 3014751 8/27/2003 ERD(TST6049) FM 4470/4474 P39680.03.13 3/4/2013 FM(TST1867) FM 4470 3GO7170 1/13/2004 ERD(TST6049) D6164 P37590.03.13-3A 3/6/2013 NEMO(TS176049) Criticality. 4S-PLYG-18-001.06.18 6/23/2018 ERD(TST6049) D6164/G155 P37590.07.13-1 7/2/2013 NEMO(TST6049) FM 4474 4L-PLYG-18-003.08.18 8/21/2018 ERD(TST6049) FM 4470/4474 P41630.08.13 8/6/2013 NEMO(TST6049) Criticality 4S-PLYG-18-001.10.18 30/3/2018 ERD(TST6049) D4601 P45940.09.13. 9/4/2013 NEMO(TST6049) D4897 4S-PLYG-18-002-11.18-2 11/16/2018 ERD(TST6049) D4601 P44370.10.13 10/4/2013 NEMO(TST6049) FM 4474 4L-PLYG-18-003.11.18 11/28/2018 ERD(TST6049) D6163(Table 2) P33960.05.14 5/8/2014 NEMO(TST6049) D6164 4S-PLYG-18-002.11.18-3 11/28/2018 ERD(TST6049) D6164/G155 P35660.10.14 10/3/2014 NEW(TST6049) FM 4474 4L-PLYG-18.003.01.19 1/11/2D19 ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO(TST6049) D6163 4S-PLYG-18-002.01.19-A 1/24/2019 ERD(TST6049) 06163/G155 P454405C.D3.15-1 3/31/2015 NEMO(TST6049) D6162/G155 45-PLYG-18-002.01.19-B 1/25/2019 ERD(TST6049) D6163/G155 P4544DSC.03.15-2-R1 3/31/2015 NEMO(TST6049) Criticality 2i-PLYG-19-55CRT-01.A 2/6/2019 ERD(TST6049) D6152 SC5170.05.15 5/8/2015 NEMO(TST6049) FM 4474 4L-PLYG-18-003.04.19-A 4/8/2019 ERD(TST6049) FM 4474 SC8085.05.15 5/19/2015 NEMO(TST6049) D6163 4S-PLYG-18-002.05.19-H 5/20/2019 ERD(TST6049) D6162 SCS170.12.15 12/29/2015 NEMO(TST6049) D6222/G155 45-PLYG-18-002.05.19-c 5/20/2019 ERD(TST6049) FM 4470/4474 SC9455.15 4/1/2016 NEMO(TST6049) D6222/G155 4S-PLYG-18-002.05.19-0 5/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 5/17/2016 NEIV10(TST6049) D6164 4S-PLYG-18-002.05.19-N 5/31/2019 ERD(TST6049) FM 4470/4474 PLYG-SC89D5.05.1r12 5/17/2016 NEMO(TST6049) Criticality 4S-PLYG-18-001.06.19.A 7/17/2019 ERD(TST6049) FM 4470/4474 PLYG-Sc1O815.07.16-R1 9/23/2016 NEMO(TST6049) D6164 4S-PLYGAC-002.08.19-1 9/6/2019 ERD(TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 NEMO(TST6049) D6164/G155 45-PLYG-I8-002.09.19-J 9/6/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(TST6049) FM 4474 4a-ICP-I9-L5WU5-01.A 11/8/Z019 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 1/17/2017 NEMO(TST6049) D4601 4q-PLYG-I9-SSMBB-02.A 12/13/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 5/30/2017 NEMO(TST6049) D6164 4q-PLYG-I9-SSMBB-04A 1/2/2020 ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 5/30/2017 NEMO(TST6049) D6164/G155 4q-PLYG-I9-SSM88-o4.B 1/2/2020 ERD(TS76049) FM 4470/4474 PLYG-SC15760.09.17 9/11/2017 NEMO(TST6049) D6222/G155 4q-PLYG-I9-SSMBB-05.A 7/23/2020 FM(TST1867) FM 4470 2W7A7AM 8/4/1994 NEMO(TST6049) FM 4474 4a.PLYG-20-LSWUS-01.A 8/28/2020 FM(TST1867) FM 4470 OWA3.AM 4/4/1997 NEMO(TST6049) FM 4474 4a-PLYG-20-L WUS02A 10/5/2020 FM(TST1867) FM 4470 2DDAO.AM 12/23/1998 NEW(TST6049) D6164 4q-PLYG-20-SSMBB-04A 10/21/2020 NEMO ETC,LLC Evaluation Report P9290.02.08-R26 Certificate of Authorization#32455 7TM EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-RZB Polyglass Modified Bitumen Roof Systems Revision 26:06/09/2021 Page 2 of 5 O. NEMO etc. Entity .. ... Reference Date Entity Exam Reference, Date FM(TST1867) FM 4470 2D5A9.AM 6/22/1999 NEW(TST6049) FM 4474 4a-PLVG-21-LSwu5-01.A 6/7/2021 FM(TST1867) FM 4470 3006646 1/4/2000 NEMO(TST6049) Criticality 41-PLrG-21-iSWUS-02.A 6/7/2021 FM(TST1867) FM 4470 3000857 1/12/2000 PRI(TST5878) TAS 114 PUSA-188-02-01 2/8/2017 FM(TST1867) FM 4470 3004091 1/12/2000 PRI(TST5878) TAS 114 PUSA-188-02-02 2/8/2017 FM(TST1867) FM 4470 3001334 2/15/2000 PRI(TST5878) TAS 114 PUSA-188-02-03 2/8/Z017 FM(TST1867) FM 4470 3006115 5/2/2001 PRI(TST5878) TAS 114 PUSA-202-02-01 5/17/2017 FM(TST1867) FM 4470 3012321 7/29/2002 PRI(TST5878) TAS 114 PUSA-202-0,2-02 5/17/2017 FM(TST1867) FM 4470 3014692' 8/5/2003 M-0(CER1592) Prop.for Rev. 10-0823 10/12/2010 FM(TST1867) FM 4470 3019317 6/30/2004 UL(QUA9625) Quality Control Service Confirm 9/13/2019 UL(QUA9625) Quality Control Florida BCIS Current 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. N`iffi atAEI:iAII SI EMI3i tNES — t Material Standard Type Produc Piattt(s) Reference,: Type 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 Polybase V(formerly"Polyglass ease) ASTM D6509 N/A N/A FL APP,Smooth- Polybond ASTM D6222 I S FL Surface Membranes Polyflex ASTM D6222 I S FL Polybond G ASTM D6222 I G FL Polyflex G ASTM D6222 I G FL Polyflex G FR ASTM D6222 I G FL Polyfresko G ASTM D6222 I G NV APP,Granule- Polyfresko G Flj ASTM D6222 I G NV Surface Membranes Polyflex SAP ASTM D6222 I G FL,TX Polyflex SA P FR ASTM D6222 I G TX Polyfresko G SA ASTM D6222 I G NV Polyfresko G SA FR ASTM D6222 I G NV Elastoshield VP HT(formerly"Elastoshield HT) ASTM D6162 III S FL,PA Elastobase V(formerly"Elastobase) ASTM D6163 I S FL Elastoflex V ASTM D6163 I S FL Elastoflex SA'V ASTM D6163 1 S FL,PA,TX Elastoflex SA V FR ASTM D6163 I S FL,PA,TX Elastoflex SA V Plus ASTM D6163 I S FL,TX SBS,Smooth- Elastoflex 5A V Plus FR ASTM D6163 I S FL,TX Surface Membranes Elastobase P ASTM D6164 I S FL,TX Elastoflex SA Base HD ASTM D6164 I S PA,TX Elastoflex S6 ASTM D6164 I S FL Elastoshield TS ASTM D6164 I S PA Elastoflex S6 HP ASTM D6164 II S NV Polyreflect ASTM D6164 I S FL NEMO ETC,LLC Evaluation Report P9290.02.08-1126 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-RZB Polyglass Modified Bitumen Roof Systems Revision 26:06/09/2021 Page 3 of 5 NEMO etc. _ _ _ _ _ _ T C_ U_ ....... . j4 onm�0 e - nErJAT MEnnsR?+I> .._.. _.... ... Material Standard> � '' Type < Product Plafrt(s� Reference :..TYPe..:..:. Graded n€lastoshield HT G ASTM D6162 III G FL Elastoshield HT G FR ASTM D6162 III G FL 999999 Elastoflex V G ASTM D6163 I G FL,PA Elastoflex V G FR ASTM D6163 I G FL,PA SBS,Granule Elastoflex S6 G ASTM D6164 I G FL,PA Surface Membranes Elastoflex S6 G FR ASTM D6164 I G FL Elastoshield TS G ASTM D6164 I G FL,TX Elastoshield TS G FR ASTM-136164 1 (3 FL,TX Elastoflex SA P ASTM D6164 I G FL,TX Elastoflex SA P FR ASTM D6164 I G FL,TX 5. LIMITATIONS: 5.1 This is a Building Code Evaluation. Neither MEMO 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 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 W 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. S.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 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. MEMO ETC,LLC Evaluation Report P9290.02.08-1126 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.1654-1128 Polyglass Modified Bitumen Roof systems Revision 26:06/09/2021 Page 4 of 5 O'NEMOJetc. 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 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(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. 6. INSTALLATION: 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule'61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL,LLC—QUA9625:(414)248-6409,karen.buchmann@ul.com -THE 98-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 139290.02.08-1126 Certificate of Authorirotion#32455 77H EDITION(2020)FBC NON-HVHZ EVALUATION F1.1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26:06/09/2021 Page 5 of 5 f- O: NEMOjetc. TABLE lc,: ... . REROOF(TEAR-OFF) SYSTEMTYPEE-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER Sjstlttn 8 5het Ft9of ICaver(Note 15I MDP Dedt(Note 1) Ida Type,'..: ... Fasten.11ucte111 ateaelt - ease COpPIy It :I Min.15/32-Inch Polyglass G2 Base, 9-Inch o.c.at min.4-Inch lap and 9-Inch o.c.at BP-AA,SBS-AA, SBS-SA,APP-SA, W-137 plywood Elastobase V,Elastobase P Simplex MAXX Cap four(4),equally spaced,staggered center rows SBS-TA,APP-TA SBS-AA,SBS-TA, -90.0 APP-TA W-138 Min.15/32-inch Polybase V Simplex MAXX Cap 9-inch o.c.at min.4-inch lap and 9-inch o.c.at APP-TA APP-TA -90.0 plywood four(4),equally spaced,staggered center rows Min.15/32-inch 6-inch o.c,at min.2-inch lap and 6-inch o.c.at BP-AA,SBS-AA, SBS-SA,APP-SA, W-139, Elastobase V,Elastobase P Simplex(MAXX Cap SBS-AA,SBS-TA, -90.0 plywood two(2),equally spaced,staggered center rows SBS-TA,Ai'P-TA APP-TA Min.15/32-loch 6-Inch o.c,at min.2-inch lap and 6-inctfo.c.at BP-AA,SBS-AA, SOS-SA,APP-SA, � W-140 plywood Elastobase V,Elastobase P Simplex MAXX Cap three(3),equally spaced,staggered center SBS-TA,APP-TA. SBS-AA,SBS-TA, -105.0 rows APP-TA Min.19/32-Inch Elastobase V,Elastobase P 32 ga.,1-5/8-Inch diameter tin caps with 11 ga. 6-inch o.c.at min.4-inch lap and 6-Inch o.c.at BP-AA,SBS-AA, SBS-SA,APP-SA, W-141 plywood or Elastovent annular ring shank nails four(3),equally spaced,staggered center rows SBS-TA,APP-TA SBS-AA,SBS-TA, -112.5 APP-TA iu n,..I.,.,.......:...L...:',.::..,. ..... ., ,. . .. ...,......:..........: .. ...... .'... ...:..........::....,....:...,..._:.......+ .-.. , .'...:,.,".,......,,.,.„.....,.:....,.'i . ...u..... .n...: ....,,.., .,I.. k::fl' l..,l.,.l ,,... ...�:1.:..1 ,. a. 1 I:.APA rated,7/16 Elastobase V,Elastobase P 32 ga.,1-5/8-Inch diameter tin caps with 12 ga. 6-inch o.c.at min.3-inch lap and 6-Inch o.c,at SBS-SA,APP-SA, W-142 CAT,0.418In., (poly-film top) annular ring shank nails four(4),equally spaced,staggered center rows SBS-SA SBS-TA,APP-TA -45.0 Exposure 1 OSB Min.15/32-Inch Elastobase V,Elastobase P Original Simplex Cap Nails(1-inch metal head 6-Inch o.c.at min.3-Inch lap and 6-Inch o.c.at SBS-SA,APP-SA, W-143 plywood (poly-film top) diameter,11 gauge x min.1.25-inch long annular four(4),equally spaced,staggered center rows SBS-SA SBS-TA,APP-TA -52.5 grooved shank) APA rated,7/16 CAT,0.418 in., Simplex MAXX Cap 8-inch o,c,at min.3-inch lap and 8-inch o.c.at W-144 Exposure 1 OSB or Elastobase V(poly-film Note:MAXX Caps are to be primed with PG100 three(3),equally spaced,staggered center 5B5-5A SBS-SA,APP-SA, -60.0 min.15/32"APA top) orASTM D41 primer rows SBS-TA,APP-TA rated plywood .8-inch o.c.at min.4-inch lap and 8-inch o.c.at Min.19/32-Inch Elastobase V,Elastobase P 32 ga,,1-5/8-Inch diameter tin caps with 11 ga. SBS-SA,APP-SA W-145 three(3),equally spaced,staggered center SBS-SA -60.0 plywood (poly-film top) annular ring shank nails rows SBS-TA,APP-TA Min.19/32-Inch Elastobase V,Elastobase P 32 ga.,1-5/8-inch diameter tin caps with 11 ga. 4-inch o.c.at min.4-Inch lap and 4-inch o.c.at SBS-SA,APP-SA, W-146 plywood (poly-flint top) annular ring shank Halls. four(4), SBS-SA 97.5 equally spaced,staggered center rows SBS-TA,APP-TA 32 ga.,1-5/8-inch diameter tin caps with 11 ga. Elastoflex SA V Min.19/.2-inch Elastobase V,Elastobase P 6-inch o.c.at min.4-inch lap and 6-inch o.c,at SBS-SA,APP-SA, � W-147 annular ring shank nails. Note:Tin caps are to be four(4) Plus,Elastoflex SA -112.5 plywood (poly-film top) primed with P6300 orASTM D41 primer. ,equally spaced,staggered center rows V Plus FR S05-TA,APP-TA ;. „ .,. i.,. , ;::. ,:...; rOWN �I � Ri•,a IIM1I r !u:.4�a r,IC�:,l•Y;Illi it�lG :I ,I �,!, I i II i ,a' k,l,, � y !:i ... ., �:.. ........ ..._:.. .,: ,.. I�...� NEMO ETC,LLC Evaluation Report P9290.02.08-1126 for FL1654-RZS Certificate of Authorization#32455 7-EDITION(2020)FIX NON•HVHZ EVALUATION Revision 26:06/09/2021 ©2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 27 of 98 Section C(Low Slope Roof) Surfacing: n�C3'f"i; Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':�' ." oc @ La p,#Rows e® °oc (If a component is not used,i e as"NA") Zone 1z1-4 "oc @ Lap,#Rows ®: ° System m Manufacturer: Zone 2.4 oc @ Lap,#Rows_L®. 'on I % Z���� Zone 3"42 oc @ Lap,#Rows ® °ac Product Approval No.: ICJ Number of Fasteners Per Insulation Boa:d: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1• Zone 2: one 3'- io Zone 1': Zone 1:Wone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from he spAec`ific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: �� . "�• J��� .�12r�tr� Flashing, Continuous Cleat, Cant Strip, Base Flashing, 5 ys�"�r� °Gf/•��/3": N �� Counterflashing,Coping, Etc., Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Il/0 0 Flashing,Component Material,Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Details that ` Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener onding Material: FT. Insulation Base Layer: Base Insultation Size and ickness: Parapet Base Insulation Fastener/Bonding Ma rial: Height Top Insula 'on Layer: ® ` Top Insulation Size and Thickness: � C -� FT. 1. Top Insulation Fastener/Bonding aterial: )1 J Mean Base Sheet(s)&No.of Ply(s): t/ Roof Base Sheet Fastene onding Material: Height T. Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Mat/ i Top PIM3 Top Ply Fastener Bonding Material: T. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e• Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: Type-Undeftment Roof Slope: 12 Insulation Fire Barrier: Ridge Ventilation? Fastener Type&Spacing. Adhesive Type: Type Cop.Sheet Mean Roof Height: Roof Covering Type&Sim Drip Edge: t - ST. LUCI E WORKS Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mr.If the Mf values are greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: x _ �..MW _ Product Approval ML (Zone 2e: X;L _ _)-Mg:. =M,2, Product Approval Mr (Zone 2n: x 7, = _,-Mg: =Mm, Product Approval Mr (Zone 2r: x 71 = -Mg: -Ma� Product Approval Mf (Zone 3e: x X = -J--Mg: =K, Product Approval Mf (Zone 3r: x X _ -)-Mgt: =M Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 1 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems • For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: cos r =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Frze Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Frar Product Approval F' Where to Obtain Information Description .Symbol Where to find Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.