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FL# FL10674-1116 Application Type Revision Code Version 2020 Application Status Approved Comments Archived O Product Manufacturer Owe s Corning Address/Phone/Email O�n Owens Corning Parkway !� I Toledo,OH 43659 11; (740)404-7829 4� owenscornin.keeler re .com 9 9 @ 9 Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH 43659 (419)376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M. Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 01/01/2099 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R16 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2019 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6!xEAIpOjcKTwWbw%3d%3d 1/2 3/11/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/11/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,laminated,starter and hip&ridge shingles Shingles and Starters Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R16 II 2020 12 11 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R16.pdf Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER,Section 5. Evaluation Reports FL10674 R16 AE 2020 12 it FINAL ER OC ASPHALT SHINGLES FL10674-R16.pdf Created by Independent Third Party: Yes Back tdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eCtieck E i Credit Card i Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtBNbEY5V°/a2boQT%2b6w7ahReglCQ8ucR6ixEAIpOjcKTwWbw%3d°/a3d 2/2 i 'r , i NEW etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION ! Owens Corning Evaluation Report 037940.02.12-1111 One Owens Corning Parkway FL10674-R16 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 11: 12/11/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7t'Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 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 "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: ,,u+inr'�r�,•,,;Y ?tip;tie^.`•�..� Robert J.M.Nieminen,P.E. s?fA, The facsimile seal appearing was authorized by Robert Sg ��g�;�• Nieminen,P.E.on 12/11/2020.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW ETC, LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC,LLC i ONEMOletc. ROOFING SYSTEMS EVALUATION: o• 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 7" Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5,R905.2.4 Material standard 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 2019 3., REFERENCES: Entit 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 20120516-112453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 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 PRI(QUA9110) Quality Control Service Confirmation 04/05/2020 PRI(QUA9110) Quality Control Florida BCIS Current PRODUCT DESCRIPTION: TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Plant(s) Material Description Standard Starter Strip Shingle H-TX,OR Accessory Starter Strip Plus MN,OR ASTM D3462 starter strips for asphalt roof shingles Starter SRSTopShield Starter MN,OR Strips Starter Shingle Roll NH ASTM D1970 mineral-surfaced,fiberglass-reinforced, self-adhering SBS modified bitumen starter Supreme* GA,CA,CO,I-TX,NJ,OH, ASTM D3462 fiberglass reinforced 3-tab asphalt TN,OR,IL roof shingles Berkshire MN ASTM D3462 fiberglass reinforced,4-tab asphalt roof shingles Duration'Premium CA,OR Duration'Premium COOL CA Asphalt TruDefinition°Duration'Shingles IN,CA,CO,I-TX,FL,NJ,OH, TruDefinition°Duration MN,OR,GA,IL,TN fiberglass reinforced,laminated Designer Color Collection ASTM D3462 GA,IN,CA,CO,H-TX,I-TX, asphalt roof shingles Oakridge° FL,NJ OH,TN TruDefinition°Oakridge° H-TX,I-TX WeatherGuard°HP TN MEMO ETC,LLC Evaluation Report 037940.02.12-Rll Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 2 of 10 I NEMO etc. TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Plant(s) Material Description Standard Berkshire"Hip and Ridge MN Shingles with Sealant Hip and DuraRidge®Hip and Ridge MN fiberglass reinforced,hip and ridge Ridge Shingles with Sealant ASTM D3462 asphalt roof shingles Shingles ProEdge® GA,CA,OH,OR WeatherGuard®HP Hip and TN Ridge Shingles5. LIMITATIONS: I I 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 2505 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 Wind Classification:Refer to Section 6 for installation requirements to meet wind classifications TABLE 2A:WIND CLASSIFICATIONS,ASPHALT SHINGLES Product FBC Table 1507.2.7.2 or R905.2.6.1 Supreme' Berkshire° Duration"Premium Duration'Premium COOL TruDefinition®Duration' ASTM D3161(F)&ASTM D7158(H) TruDefinition"Duration®Designer Color Collection Oakridge° TruDefinition®Oakridge° WeatherGuard"HP 5.5.1 Classification bV ASTM D7258: ASTM D7158,Class H applies only to exposure category B or C and a building 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. NEW ETC,LLC Evaluation Report 037940.02.12-1131 Certificate ojAuthorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 3 of 10 i i ONEMOJetc. TABLE 213:WIND CLASSIFICATIONS,STARTER STRIPS AND HIP&RIDGE Type Product FBC Table 1507.2.7.1 or R905.2.6.1 Starter Strip Shingle Starter Strips Starter Strip Plus ASTM D3161,Class F SRS TopShield Starter Berkshire'Hip and Ridge Shingles with Sealant Hip&Ridge DuraRidge®Hip and Ridge Shingles with Sealant ASTM D3161,Class F Shingles ProEdge® WeatherGuard°HP Hip and Ridge Shingles 5.5.2 Refer to Owens Corning published information on wind resistance and installation limitations. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 614320-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 6. INSTALLATION: 6.1 GENERAL: 6.1.1 Roof deck, slope, underlayment 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. Felttmdedayment Deck rvltundedayment Deck Srbadhared Weathettaek0 Self-adhered undvi ymam WeatherLock' undedayment Wp edge 8Dr p_ Drip edge UDrtpe Naffs located Nails located 2'4 from eave Z=3"from eave Install lust Selfsearing adhesive inval first Starter Strip Plus S�aaing adhesive Starter Strip positioned along eave with 6'removed poshioned along give shingle with „ W removed Starter Strip shingle overhangs eaves and rakes'/i LAV starters p Pius ovarhangs gave:and rakes 1/4'-3r4• Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 4 of 10 i a NNEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck Underlayment Drip edge Drip edge I j 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 R905.2.6,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 Supreme: Normal Mansard or Area pare Normal Mansard or Area pare Wind Areas High Wind desvanos y Wind Areas High Wind deavanes y Area pare vientos normaiea Areas vientos fuertes Area pare vientos normales Areas vientos fuarres t' (A) t„ rt' z• (B 2' t' t" (A) t' rt' z' (BI z• t. tr tt' tz Wtzt . . . . . . . . . . . . . . 5"Exposure 5 5i8'Exposure Exposicinn Erposicidn Figure 4:Minimum Nailing,Supreme Figure 5:Minimum Nailing,Supreme (Standard Size) (Metric Size) NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 5 of 10 i ONEMOjetc. 6.3.1.2 Berkshire®: ;Sggj�( P,• Sealant strip 'La ttra de seNada La Lira de sellador t S lh 8 Vz" 8 lh" 8 Yz", } fit,. .... .1 s Figure 6: S-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire Se'alaih strip La&a de sel"r "If ice t-- —►.• .6!--i 6.Y----i R8?/t As,haft roofin'cement' - Cerimnfo de teeho de as(alto; Figure 8: Mansard or Steep Slope Pattern,Berkshire NEW ETC,LLC Evaluation Report 037940.02.12-R11 Certificate of Authorization N32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 6 of 10 i I . I i i ONEMOjetc. 6.3.1.3 Duration® Premium TruDefinition® Duration Duration® Premium COOL &TruDefinition* Duration' Designer Color Collection: 4-Nail:E6stenirig'Pattefin SuieNail®;f"nitig area,ywd.tti ' _ Na0 7�rpical, 12 I � ;., ' eoming sure4aw • P �^S auwoJu�O. • Oaera Cortrig SureNaim •, i 11a Figure 9:Standard 4-Nail Pattern,Duration ;6-Nail.Fastening,Pattern: SureNait0 fastening area width Nail;7)Ipical. 112" teams Coming SuieNaw AI.I'l�nS&+.�J s *O •o—Cnmiq&.dWm � GA eryovre Figure 10: 6-Nail Pattern,Duration Fastening for Slopes Greater Than 2112. Surel aft®fastening area'wtdth Nall,Typical 1"i 12" �ucnx Cominp SumYai • .•, 'am58uryloJ SU0.0 0 •a"emEL F Comirtp SureNzw •' erposure Four 1"Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern,Duration ��Z l .' l'y`y+ NEMO ETC,LLC Evaluation Report 037940.02.12-R11 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 i Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 7 of 10 i ONEMOletc. 6.3.1.4 TruDefinition•Oakridse®,Oakridse®: A Nail Pattern 6 Na11 Patterri ksquema°con 4 davos Esguema'con S clavos is r r r 6618.Exposure Nails 5518,"Exposure_ _. Nails ETposivarr de 55/8pu(g.' �� ' po Exsrcron de 56/8 pulg. 5 5/8"Exposuree ctavos 6 6/8;Exposure; Erposslcf¢n,de6618pa1g.' ExposFeFoa de 55/8pirlg. Figure 12:Standard 4-Nail Pattern,Oakridge Figure 13:6-Nail Pattern,Oakridge Fastenlny for Slopes Greater Than 21:12 SureNI110 fastening area width Nall,Typical 1" 12" .12" 7" •rorens ca.rdm suwa • ...ass a.wo�.w.o •oa.".cmm su.xm • im/8" 5-51a" ,.rosu, 2" Four 1"Spats of Asphalt Roofing Cement Figure 14:Mansard or Steep-Slope Pattern,Oakridge 6.3.1.5 WeatherGuard®HP: 6 Nai Pattern Esquema con 6 clavos Nail 6118"from bottom of shingle Clave a 6 118 Ping.de la 5 518"Exposure 6 Fasteners pane inferior de la tela Ex sicion de 5 518 u1 . 6 sujetadores Po P 9 1 Rf9 12p 1' dg 12pig. 1 — I 2• IE-- 12 I 12PI a • . . gwb i \F1 N!1 CbM — E�asum 5 5i8,E�osuo Four 1"Spots of Asphah Roof Cement byos o6n de 5 58 pule. Expas ci51 m 5 5t pu1g, Cuatro puntos de cemento de terho de asfdto de 1 pulgada Figure 15:6-Nail Pattern,WeatherGuard HP Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 71H EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 8 of 10 i fONEMOjetc. 6.4 HIP AND RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. ° ® es with Sealant require ➢ Berkshire Hip and Ridge Shingles with Sealant and DuraRidge Hip and Ridge Shingles q minimum two(2)nails per shingle. ➢ WeatherGuard*HP Hip and Ridge Shingles and ProEdge®require minimum four(4)nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. 6.4.1.1 Berkshire®Hip and Ridge with Sealant and DuraRidge®Hip and Ridge Shingles with Sealant: Fig. A Fig. B Prevailing Wind Direction Top View �— Direccion del viento predominante Iln Vista superior in v Nail 25/e" Clavo Nails A e Owens Coming SureNal' 0 Clavos� I I I � ca IrEosu- cdhdoB Ig V I A 12" Figure 17:Isometric View,Berkshire and DuraRidge Figure IS:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard®HP Hip and Ridge Shingles: rig.'A q q Flg :C'H- &Ridge SW416 Fastening° Prevailing WNd TopVlew `-Direction A polls.. 4,4 A I I A i i Nalls, Nails 4 4 I L 2 2" .. Exposure ... F, Exposure Figure 19:Isometric View,WeatherGuard HP Hip and Ridge Figure 20:Plan View,WeatherGuard HP Hip and Ridge NEMO ETC,LLC Evaluation Report 037940.02.12-Rll Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 9 of 10 ONEMOjetc. 6.4.1.3 ProEdgeO: Prevailing Standard Wind Direction Fastening Sealant Strip Pattern 6'Exposure 12'jj'� Sealant Fasten 7+h' 76"Exposure Cover Exposed I Fastenors with i 'Root Cement Figure 21:Isometric View,ProEdge Figure 22: Plan View,ProEdge 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. QUALITY9. PRI Construction Materials Technologies,LLC—QUA9110; 813 621-5777;bwilson@pricmt.com END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 10 of 10 EXTERIOR RESEARCH&DESIGN, LLC. Jb.' _. Certificate of Authorization#9503 T® �—�,r E�� 353 CHRISTIAN STREET, UNIT#13 f� t i OXFORD, CT 06478 I (203) 262-9245 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R23 150 Lyon Drive FL5259-R27 Fernley, NV 98408 Date of Issuance: 02/24/2009 (S70)384-1230 Revision 23:09/14/2017 SCOPE: . This(Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for ulIse of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products desci ibed herein have been evaluated for compliance with the 6t1i Edition (2017) Florida Building Code sections noted hereI - DEschIPTION: Polyglass Roof Underlayments LABE`ING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity lERD requires a complete review of this Evaluation Report rela�ive to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD 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. Prer ared by: Robert J.M. Nieminen, P.E. %fi •: 'r The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No. 59166, Florida DCA ANE1983 P.E.on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluatior. Neither Trinity I ERD 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 i I I TRINIT ' ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Undedayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Sth Edition (2014) 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 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity 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 1X20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 21752.09.99-1 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 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 oT"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:b9/14/2017 Page 2 of 1^ l �RIN TY ERD 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-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757,04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) 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 P44360.10,14 10/07/2014 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 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 (CC-ES(EVL 2396) 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 PA 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 is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface, mee ts 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 TAS 103. I Exterior Research and Design,LLC. Evaluation Report P12060.02,09-R23 Ceriificote of Authorization 49503 6' EDITION(2017)FBC NON-HVHZ EVALUATION 171.5259-1127 �,f t Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 ( gg Page 3 of 14 `� n `. P.II� FRD 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 ASTM D1970 and TAS 103. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m' polyester fabric surface; meets ASTM D1970 and TAS 103. 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 Pro°"' 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 Pro" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface; meets ASTM D1970 and TAS 103. 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 tile undedayment 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 56 G and Elastoflex 56 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 the 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 Trinity IERD 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. i Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6"EDITION(2017)FSC NON-HVHZ EVALUATION FL5259-P.27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 4 of 14 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Wood Shakes Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Shingles Slate 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) Yes Yes No No No Polyglass G2 Base 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 Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No Na Yes Yes PolystickTU P Yes I Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) I Yes Yes Yes PolystickTU Max No Yes Yes (See 5.5.1) I 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 S6 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 tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE I UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Sea!StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max Tile Adhesive Dow TileBond"' 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"AH-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) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or PolystickTU Max ,Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductApprovalfor Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 5 of 14 TRINITY ERD 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 S6 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 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum-Fiber Roof Board. Elastoflex G TU, Elastoflex 56 G or Elastoflex 56 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: 3- ASTM D226,Type I or II felt; Elastobase; Elastobase P or Mule-Hide Nail Base. Elastoflex G TU, Elastoflex 56 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate ofAu:harization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page F cf 14 RINI 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 uplift limitations 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 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. #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 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 1Y,"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 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 1%"ring shank nails through 32 ga., 1-5/8"diameter tin caps spaced 12-inch O.C. #4 Maximum Design Pressure=-13S psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 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: PG100 or ASTM D41 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 56 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. 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. #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. 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate ofAuth.dmtion#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-P.27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 7 of 14 TRINITY ER© #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 the 3-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. #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. 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,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 II 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. 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 vide 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. 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. 915 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 1-5/8-inch 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. I Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Cer ificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 8 of 14 i TRINITY ERD #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 Polyglass 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 56 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 914 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 914 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. #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 CMG 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 Polyfiex G, torch- applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ7 j Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Pao 9 0`14 TRINITY ERD #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. 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(FRI,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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 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 for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG 912 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #27 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 56 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. 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FP.SA/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 AN51/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, 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 56 G or Elastoflex 56 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. Exterior Research and Design,LLC, Evaluation Report P12060.02.09-R23 Certificate ofAuthorizotion#9503 "o'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 i Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 10 of 14 C - I - j_ TRINI1;ERD 5.9 Tile Slippage Limitations(TAS 103 per 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-DECKTILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tile stack 7:12 Lugged 8-tile stack(6 over 2) 6:12 Elastoflex 56 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A 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 I 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack I 6:12 Polystick TU P Flat 6-tile stack(4 over 2) 6:12 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 I 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 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 II 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 assoc iated with the top-layer , underla ment as set forth in Table 1. underlayment, 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. i Exterior Research and Design,LLC. i T� Evaluation Report P12060.02.09-R23 Certificate of Authorization x9503 6 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 11 of 1d TRINITY .ERD .6.4 Polystick MTS,IR=Xe,TU P,TU Plus,TU Max,.Dual Projile Pro or MU-X or-Polyflex.SAP,P.olyflex-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 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 Guide. 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 YP P y I be back-nailed using the above noted fasteners and spacing, in area marked "nail area, area par@ clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed. All seal-lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. 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 3 T�- (the sheet will overlap the fabric). 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 PG500 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 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-lb 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 lb 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 MU-X)• 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. For nail-on tile systems over Polystick MTS, battens are required for loading/staging of the tile. 6.4.4 Two (2) Plv Underlayment Systems: Polystick MTS followed by Polystick MTS,TU P,TU Plus,TU Max, Tile Pro, MU-X or Poly-flex 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 lertificote of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 12 of 14 tRL� TRINITY 6.5 Elastoflex GTU,Elastoflex S6 G or:Elastoflex56.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 tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single PI System"from FRSA TRI April 2012 04-12 beneath mechanical) fastened the o y y / p ( ) y 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 56 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 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 56 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 6-inch 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 tile roof systems (Base Sheet Limited per 5.6.3). 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 Staging: 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 tile 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 tile 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization n95o3 6T'4 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 13 of 14 RIN11Y ERD 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 CIA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product s 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&TAS 103 PolystickTU Plus ASTM D1970&TAS 103 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type If Polyglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970&TAS 103 Polystick TU P Winter Haven, FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970&TAS 103 Polystick Tile Pro ASTM D6164 Elastaflex 56,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- Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization 119503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 14 of 14