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HomeMy WebLinkAboutProduct Approval r FIS NEnn® etc. Certificate of Authorization#32455 .353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORT Owens Corning Evaluation Report 037940.02.12-1110 One Owens Corning Parkway FL10674-R15 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 10:•08/15/2019 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 and Florida Building Code,Residential Volume. The products described herein"have been.evaluated for compliance with*the 6th Edition(2017)Florida Building Code sections-noted herein. DESCRIPTION:.Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 15071.7.1/11905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. of any changes to the product(s),the Quality Assurance or the production facility locationts). NEMOIetc. 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."NEMOIetc. 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 10. - Prepared by: ..0"jr....,,,� } F..: :: rr T x. The facsimile seal appearing was authorized by Robert- Robert J.M.Nieminen,P.E. �;fiF.. Nieminen,P.E.on 08/15/2019.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 ✓�......;in S electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOletc..does not have, nor does it intend to acquire, or will it acquire, a financial interest in any comp any.manufacturing or distributing products it evaluates. I , _ _ 2. NEMOI etc.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 ariy 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 I etc.nor Robert Nieminen,P.E.are,in anyway,the Designer of Record for any project on which thi's Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018,NEMO ETC,LLC i N E,M0 I etc. ROOFING SYSTEMS EVALUATION: SCOPE.1. Product Category: Roofing ' Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning,Asphalt Roof.Shingles, as produced by. Owens Corning, have 'demonstrated compliance with the following sections of the 6th Edition(2017)Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards: Compliance is . subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. STANDA"Rbs: Section Property Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 -1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 :13. �REFERENCES- Enti Examination Reference : Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TST5878) ASTM D1970 OCF=382-02-01. 10/24/2017 UL LLC(CER9626) Physicals&.Wind Resistance File R2453,Vol.3. 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012 UL LLC(TST9628) Physical Properties 06.CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) = : ",; Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/,13/2014 UL LLC(TST9628),. .- Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592)' " FBC HVHZ Compliance Various NOAs Various PRI(QUA9110) Quality Confrol - Service Confirmation 04/05/2020 4. '•QD DESCRIPTI o Al ACCESSORY STARTERS: 4.1.1 'Starter-Strip Shingle,Starter Strip Plus and SRS TopSh)eld Starter are starter strips for asphalt roof shingles.' Meets ASTM`63462. " 4.1.2 Starter Shingle Roll is a mineral-surfaced,fiberglass-reinforced,self-adhering SBS modified bitumen starter strip.- nominal trip,nominal 7.2-inch wide x 33-ft 4-inch long roll,for use with asphalt shingles. "Meets ASTM D1970 4.2 -ASPHALTSHINGLES: . 4.2.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles. Meets ASTM D3462. 4.2.2." Berkshire are fiberglass reinforced,,4-tab asphalt roof shingles: Meets ASTM D3462. 4:2.3: Duration',TruDefinition'Duration®, Duration'Premium Cool,TruDefinition' Duration' Designer Color Collection; TruDefinition'Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof. shingles.Meets ASTM D3462. 4.3 HIP&RIDGE SHINGLES: ::. . 4.3.1 Berkshire'Hip&Ridge Shingles with Sealant,DuraRidge®Hip&Ridge Shingles with Sealant,ProEdge®Hip&Ridge, Shingles and WeatherGuard'HP Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. Meets ASTM D3462. NEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Coming Asphalt Roof Shingles Revision 10:08/15/2019 Page 2 of 10 -P NNEmo 0 etc. 5. LIMITATIONS: 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 HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to.ASTM,D3161,Class F and/or ASTM D7158,Class H, indicating acceptable use in all wind zones UP to Vasd=150 mph.(Volt=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Note: Classification by ASTM D7158'applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean_;roof height,of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.2 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F, indicating acceptable use in all wind zones up to Vasd=150 mph (Vult.=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3. Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the.roof.assembly shall have quality assurance audit in accordance with F.A.C:Rule 61G20-3. INSTALLATION:6. 1. 6.1 GENERAL: 6.1.1 Roof deck, slope, underlayrrient 'and fasteners shall comply with .FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections-1507.2.3,1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be'in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off)or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter'shall comply with the Owens Corning current published instructions,using minimum five(5)nails per strip. Fah tmdedayrttent r Deck Feb urdedaymmt geek SeNdhered Weathadaek9 Self-adhered wdarlsymrne WeatherLocN undertaymem i Drip 13,0wise edge Drip edge D fp r' edge Nails located N.bloeated 2"-r from eave T-3'tmm nve ti5lag rU51 SeMea� a adhesive SaFemyTg adheStve Starter$trip positioned along Pave 6G­dSnor So+pNas - pos:lioned dung rare shhegle with .,.. \ � removed Starter Strip shingle overhangs eaves and rakes W=t5' SYrtn Svi pplea er<duugs nvnand.aka vram• Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus MEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization 1132455 6-EDITION(2017)FBC NON-HVH2 EVALUATION — FL10674-R15 Owens Coming Asphalt Roof Shingles Revision 10:08/15/2019 iPage 3 of 10 NNEMO0 etc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck Underlayment Dnp edge Drip edge Starter Shingle Roll adhered directly to underlayment and primed drip edge Self-sealing adhesive positioned along eaves Figure 3:Starter Shingle Roll 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current:published instructions, using minimum four(4)nails per shingle in accordance with FBC 1507.2.7 or 8905.2.6,with the following exceptions: ➢ Berkshire'shingles require minimum five(5)nails per shingle. ➢ WeatherGuard®HP shingles require minimum six(6)nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required -Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Classic"&Supreme: . 991 Normal Mansard or Area para Normal Mansard or Area para Wind Areas High Wind dosvanes y Wind Areas High Wind deavanes y Area para vientos normalea Areas vientos fuertes Area para vientos normales Areas vientos fuerres tt• n• t" Z" F,1' (B z' (B) rz• t• tz Atzt S"Exposure 5 SIB"Exposure Exposicidn Exposieidn Figure 4:Minimum Nailing,Classic&Supreme Figure 5:Minimum Nailing,Classic_&Supreme (Standard Size) (Metric Size) NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 4 of 10 � 1 NMEMO etc. 6.3.1.2 Berkshire®: Sealant strip Sealant strip La tlra do se&dor La dra de sellador t---s t--> a t -• 0-0 ��• 9-ve 9 w. $1(t. f ` 8 1A.. 8 W 8 W 8 Yz" f r Figure 6: S-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire Sealant strip La Nra do sellador t" 1 2" Asphalt roofing cement Cemeafo de fecho de astalto Figure 8: Mansard or Steep Slope Pattern,Berkshire NEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate afAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 5 of 10 *NEMOjet-c. 6.3.1.3 Duration",TruDefinition®Duration Duration®Premium Cool&TruDefinition Duration®Designer Color Collection: 4-Nail Fastening Pattern SureNail®fastening area width Nail,Typical 1" 12" �r pnz co.ninp suraHan ® �t naN9 awUm]su�d1 a arcn,condo sure;:.-i%+ • i;-118" 5.518" :•povae Figure 9:Standard 4-Nail Pattern,Duration 6-Nall Fastening Pattern SureNail®fastening area width Nail,Typical 1" 12" IJ12" 1" pwwens Corning SurcYal • ,P:av�+n46uurm�zuand ®fmns CofninO S.a@Jr:c+ • 6-118" 5.5/8" eryosae F1 F Figure 30: 6-Nail Pattern,Duration Fastening for Slopes Greater Than 21:12 SureNail®fastening area width Nall,Typical 1" 12" 12" 1" •rnEus c«n�na sure• s •a:N>ns au;wo�wa.+o •owan,canna surarL^d • 6-1I8" 5_5!8" it e ra 2„ Four 1"Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern,Duration MEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 6 of 10 S NNEMO etc. 6.3.1.4 TruDefinition°Oakridge°,Oakridge®: 4 Nail Pattern Esquema con 4 clavos 1" 1" I� ,2 —;+►I fes- 12^-�►I 55/8".Exposure.. Nails 6.518"Exposure Erposic7dado6618pulg. clavos ExposicOndo6618pulg. Figure 12:Standard 4-Nail Pattern,Oakridge 6 Nail Pattern Esquema con 6 clavos t^ t^ Imo— tz' hE= 12"—� 5678"Exposure Clam Nails 518"Exposure EvposWn de 5 6/8 pulg. Exposicidn de 6 6/8 puig. Figure 13:6-Nail Pattern,Oakridge Fastening for Slopes Greater Than 21:12 SureNel{9 tastoning area width ' Nall,Tjpleal 12" 12" 1" One^e[^,dm�SVM'af • •aW+f aN�"oW •Pxns CavcA SaN<I • 8-118" 5.518" To-T2- V Spots of Asphalt Roofing Cement Figure 14:Mansard or Steep-Slope Pattern,Oakridge NEMO ETC,LLC Evaluation Report 037940.02.12-R30 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 30:08/15/2019 Page 7 of 10 *NEMO etc. 6.3.1.5 WeatherGuard®HP: 1' 1' 11 pig. 'I It 12p4 tr '� NA CLsas 5 5W Espwire 5 518-Ermasuo Expasid6n da 5 W pulp. EKpo6cifn do 5 5iB pu1g. Figure 15:6-Nail Pattern,WeatherGuard HP 6 Nail Pattern Esquema con 6 clavos Nail 6 H8"from bottom of shingle Clave a 6 118 ping.de la 5 518"Exposure 6 Fastener parte inferior de la teja Exposition de 6 518 pulg. 6 sujetadores IE— 2 —al IF— 12 I • Rpi . a • • • 12 P29 • Four 1'Spots of Asphalt Roof Cement Cuatro puntos de cemento de techo de asfafta de 9 puJ ada Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP 6.4 HIP&RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. 9 Berkshire Hip and Ridge Shingles with Sealant and DuraRidge® Hip & Ridge Shingles with Sealant require minimum two(2)nails per shingle. ➢ WeatherGuard' HP Hip and Ridge Shingles and ProEdge° Hip & Ridge Shingles require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. NEW ETC,LLC Evaluation Report 037940.02.12-R10 Certificate ofAuthorizotion#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 8 of 10 i MEMO B etc. 6.4.1.1 Berkshire®Hiii&Ridge with Sealant and DuraRidge°Hip&Ridge Shingles with Sealant: Fig. A Fig' BTop View Prevailing Wind Direction �— Direccidn del viento predominanteIt Vista superior 1 Nail 25/8' Gavo Nails A • Owens Coming Sun NaB'. • Clavos ' I I I I I a I I 4 I I ID c L 1 + e=I " [ff--B Exposure m I c ►ErpOskion de 8 Puig V A 12" Figure 17:Isometric View,Berkshire and DuraRidge _ . Figure 18:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard®HP Hip&Ridge Shingles: Fig.A 4 4 Fig.C Hip&Ridge Shingle Fastening " Prevalling Wind TopVlew Direction A Nails 4 4, fi A i I Nails Nails 4T A A j j- i t • I I 1I ExPusure s E"Osure 12 ------------ Figure 19:Isometric View,WeatherGuard HP Hip&Ridge Figure 20:Plan View,WeatherGuard-HP Hip&Ridge MEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 9 of 30 I ONEMOletc. 6.4.1.3 ProEdse®Hip&Ridge Shingles: Prevailing StandardFasten .-11"--► Wend Direction Sealant Strip Pattern J �- b"Exposure71 Sealant Fasten 7�h 77: 6"Exposure Cover Exposed l Fasteners with C Roof Cement 1-12" Figure 21:Isometric View,Pr6Edge Figure 22: Plan-View,ProEdge 7. LABELING: 7.1 Labeling shall be-in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction,in order to properly evaluate the installation of this product. Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. t eALITY ASSURANCE ENTITY. PRI Construction Materials Technologies,LLC—QUA9110; 813 621-5777;bwilson@pricmt.com END OF EVALUATION REPORT- y NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 10 of 10 r etc. �,NEMO F p• Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER, EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Polyglass,USA,Inc. Evaluation Report P12060.02.09-1124 1111 West Newport Center Drive' FL5259-R28 Deerfield Beach, FL 33442 Date of Issuance:02/24/2009 (954)233-1230 Revision 24:01/24/2018 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 RobertNieminen, P.E. for use of the product under the Florida Building Code and Florida Building. Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition '(2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency:noted herein. CONTINUED COMPLIANCE: This Evaluation Report.is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. 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 "NEMO I 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 14.,- . Prepared by: Robert'J'.M. Nieminen,P.E. Or,r The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 :%; , va4�:t P.E.on 01/24/2018. This does not serve as an electronically �''-�!f��.<,�)���' - signed document. i CERTIFICATION OF INDEPENDENCE: 1. NEMO I etcdoes 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 i etc.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 anylcompany 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 Ietc. 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. i i OONEMOJetc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th 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 Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Enti Examination Reference Date FM Approvals(TST 1867) Wind Uplift; 3004091 01/12/2000 PRI(TST 5878) Physical Properties• PRIO1111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA_013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI,(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 .09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties A200A 04/01/2008 MTI(TST 2508). Physical Properties; RX14E8A 01/29/2009 ERD(TST 6049) Physical,Properties 11752,09.99-1 02/08/2000 ERD(TST 6049)" Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 2 of 14 f S ONEM® Etc. Entity Examination Reference Date ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift, P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02:07=112 04/29/2013' ERD(TST 6049) Wind Uplift 11757•:04.01-1-111' 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 60.49). ; Wind Uplift P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049). Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P43290.10.14- 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties P44360.10.14 RS 05%18/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049),, Wind Uplift:; PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 "12/27/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC-ES(EVL 2396) i ,i IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) . HVHZ Compliance NOA 14-0717.08 . .01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control" Service Confirmation -Exp:10/05/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass=reinforced,APP modified bitumen base sheet.` 4.2 Self-Adhering Underlayments: 4.2.1 Polystick MTS or Polystick MTS'PLUS is a nominal.60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012. 4.2.2 Polystick_IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate,surface;,meets•ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface;meets ASTM D1970 and-FRSA/TRI April 2012. MEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 3 of 14 I INE. M01 etc. 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced,.with a granular surface; meets FRSA/TRI April 2012. 4.2.5 Polystick TU Max is anominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012. 4.2.6 Polyflex SAP, Polyflex'SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012. 4.2.7 Polystick Dual ProTM' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.8 Polystick Tile ProTM' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012. 4.2.9 Polystick MU-X 'is 'a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film'surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen the underlayment composed of a sand-surfaced SBS modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the. "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012'(04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used.for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 4 of 14 I ' I MEMO etc. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes Slate &Shingles Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass APP Base No Yes -. Yes No No -No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P No Yes Yes (See 5.5.1) No No No Polystick TU Plus Yes Yes - Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual'Pro Yes,!- No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex 56 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes ' Yes Yes (See 5:5,1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes' Yes Polyflex G FR Yes Yes -No No Yes Yes Polyflex SAP or SAP FR Yes .'Yes. Yes (See 5:5.1) No Yes Yes Mule-Hide SA-APP Cap.Sheet Yes Yes Yes (See 5.5.1) No Yes Yes or SA-APP Cap Sheet(FR)- 5.5.1 "Foam-.On Tile"is limited to use of_the following Approved the adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max Tile Adhesive Dow TileBondTM FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset®AFI-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset®RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR, Mule-Hide SA-APP Cap'Sheet or Mule-Hide SA-APP Cap Sheet(FR) Z Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certlflcate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 5 of 14 *NEMO etc. 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: ➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing.- New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU,Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP.Cap Sheet or SA-APP Cap Sheet(FR) self-adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocya n u rate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. _. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or Polyflex G FR torch-applied to: ➢ ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of-the prepared roof covering manufacturer's Product Approval. .For installations under foam-on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self-adhered to: ➢ ASTM D226,Type I or II felt;Elastobase; Elastobase P or Mule-Hide Nail Base. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226,Type I or II felt;Elastobase; Elastobase P, Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch-applied to: ➢ Elastobase;Elastobase P,Mule-Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. NENiO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authori2ation#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 6 of 14 NNEMO B etc. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part.of the:load-path. The following wind upliftlimitations apply to underlayment systems that are..not addressed in FRSA/TRI April 2012(04-12)and.are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2,to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04- 12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS or Polystick MTS'PLUS,self-adhered: Underlayment: Polystick TU P Polystick TU Plus Polystick TU Max Polyflex SAP Polyflex SAP FR Mule-Hide SA-APP Ca Sheet and Y Y. Y Y Y Yf P Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #2 Maximum Design Pressure=-97.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41" Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within"the selvedge-edge side laps using 12 ga.x 1Yo"-ring shank nails through 32 ga.,1-5/8"diameter tin caps'spaced 12-inch o.c.' #3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered'and back-nailed within the selvedge-edge side laps using 12 ga.x IN"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP'FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 or ASTM D41 Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P, Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction, .. Primer:. PG100 or ASTM D41 Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #7 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB to meet.project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film.top surface), Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps,and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS;PLUS,self-adhered.., Underlayment: Polystick TU P,Polystick.TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. MEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 7 of 14 i 1 MEMO'etc. #8 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #9 Maximum Design Pressure=-37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at thea-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TO or Elastoflex S6 G,applied in full mopping of hot asphalt. #10 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch.plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflez SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt. #11 Maximum Design-Pressure=-45 psf*: . Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type If felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #14 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered: Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. NEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 8 of 14 MEMO I etc. #15 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c,at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/846ch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #17 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot=asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG'#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or?olyglass APP Base.(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular.ring shank roofing nails.at 1-5/8-inch diameter tin caps„ Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #19 Maximum Design Pressure=-75 psf: Deck:. Min:15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) - Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #20 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet:. Elastobase(sanded top surface for hot-asphalt or torch-applied.cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure='-90 psf Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch.o.c.at three,(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 Maximum Design Pressure=-90 psf:" Deck: Min.;15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast'#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 9 of 14 I I NEM®I etc. #23 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c:at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #24 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side.laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.' Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #25 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 Maximum Design Pressure=-112.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1:25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU,Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #27 Maximum Design Pressure=-120 psf: Deck: Min.15/327inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #28 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows: Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 - Revision 24:01/24/2018 Page 10 of 14 NNEM01 etc. 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, 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 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or-Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS,TU P, TU Plus, TU Max, Dual Pro,Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. Polyflex SAP or SAP,.FR , or Mule-Hide.SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30 days. - Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick'MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. 5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile'assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat 10-tile stack 7:12 Elastoflex G TU Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max. Lugged 6-tile stack(4 over 2) 7:12 Lugged 10Aile stack 6:12 Flat 6-tile stack(4 over 2) 6:12 Polystick TU P Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile-stack(4 over 2) 4:12 MEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 11 of 14 *NEMO I etc. 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with.the codified requirements for ASTM D226, Type 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the'Two Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with FRSA/TRI April 2012(04-12)Installation Manual. 6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR): . 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule- Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with.a minimum 1-inch diameter metal disk or Simplex-type metal cap nail,at a minimum rate of 12" o.c. Polystick TU Plus should be back- nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed. AP.; v.ti_•.. All seal-lap seams (selvage laps) must be firmly rolled with a minimum 28 Ib. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro align the edge of the top sheet to the end of the glue pattern it (the sheet will overlap the fabric). ��-`__771. t^ View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG506 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details NEW ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 12 of 14 ONEMO I etc. Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick Dual Pro,IR-Xe or Polystick MUX): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS,MTS PLUS,TU-P,TU Plus,TU Max,Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use under foam-on tile systems. Limits of use are thoseassociated with the top-layer material. This isnot a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6.G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the applications: ✓ Elastoflex G TU is for use as an alternate to ".Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April.2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied"Cap Sheet".in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. 6.5.2 For hot-asphalt-applications, Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be .minimum 3-inch and end-laps minimum 67inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot.asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6:6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof.systems(Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied"Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened the roof systems(Base Sheet Limited per 5.6.3). NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 13 of 14 I MEMO I etc. 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.. 6.7 Tile StaRinR: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table-2 herein,and Polyglass published requirements for til e staging. 6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and.FRSA/TRI April 2012(04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken,as needed, such as the use of battens or sail- boards,to prevent the sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight(48) hours. 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.61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification ProductUs Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X Hazleton,PA M-D 13-0004 Elastoflex G TU ASTM D1970 Polystick IR-Xe Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus ASTM D1970&FRSA/TRI April 2012 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS FRSA/TRI April 2012 Polystick TU P Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro ASTM D6164 Elastoflex S6,Elastoflex S6 G FR ASTM D6222 Polyflex G,Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization✓t32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 14 of 14