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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 Y -s•"�*' per F � vy' .}�`+� �r,�n fi� eE,,, `S�*x m 3•�� .'-�''3''"t� 3��; 9 0 ,� `.'"r�'z,"`":.-.c.- ,�- i C C• f ^ Florida Lepartment� BCIS Home Log In : User Registration i Hot Topics :Submit Surcharge i Stats&Facts :Publications FBC Staff BCIS Site Map Links Search Busines (?� dim �l a Product Approval Professi nal USER:Public User Regulation Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL10674-R9 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Coming Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscorning.com 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@owenscomig.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 .; Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Robert J.M. Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/17/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R9 COI 2014 01 COI Nieminen.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D3161,Class F 2006 ASTM D3462 2007 ASTM D7158,Class H 2007 Equivalence of Product Standards 1kt-ttv//Axnxnxr flnrirlahnilrlinrr nrrr/nr/nr n-n" rltl A/17/11)1 S Florida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/28/2014 Date Validated 03/05/2014 Date Pending FBC Approval 03/05/2014 Date Approved 04/18/2014 Summary of Products FL# IlModel,Number or Name IlDescription 10674.1 Owens Corning Asphalt Rooflng 3-tab,4-tab,5-tab,laminated,starter and hip&ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R9 II 2014 03 FINAL OC Asphalt Approved for use outside HVHZ:Yes Shingles FL10674-R9. df Impact Resistant: N/A Verifled 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 R9 AE 2014 03 FINAL OC Asphalt Shingles FL10674-R9.pdf Created by Independent Third Party:Yes Back Nex[ Contact Us::1940 North Monroe Street,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: law ® eChsd smurlt\OUSItics- wig ME �1f4r�•//1�nsrtsr n«ia��i,.Iai.,,.n«../..«/«« .....,.. ,-t+1 7n1 n A11 P//11n1 EXTERIOR RESEARCH & DESIGN, LLC. J Certificate of Authorization #9503 STREET, UNIT #13 TRINITY!ERD 353 CHRISTIANOXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R4 One Owens Corning Parkway FL10674-R9 Toledo, OH 43659 Date of Issuance: 02/06/2012 Revision 4: 03/04/2014 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Each unit shall bear labeling 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. TrinityJERD 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 "TrinityiERD 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 7. Prepared by: + The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 03/04/2014 %Oa,�, �f• This does not serve as an electronically signed Robert ).M. Nieminen, P.E. ;�''�s�otia;:�;;•�, tocument. Signed,sealed hardcoples have been ransmiittedtothe Product ApprovalAdministrator and Florida Registration i No. 59166, Florida DCA ANE1983 '""""""" to the named client pp CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD 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. TrinityiERD 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. 1 5 JTRINITYIRD ROOFING SYSTEMS EVALUATION: 1. SCOPE: 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 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. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2007 3. REFERENCES' Entity Examination Reference Date 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 Miami-Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation R2453 Exp. 09/26/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic° and Supreme° are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire° are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Devonshireym are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration°, TruDefinition Duration°, Duration Premium Cool, TruDefinition° Duration Designer Color Collection, TruDefinition° Oakridge°, Oakridge° and WeatherGuard° HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire° Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard° HP Hip & Ridge Shingles, Pro Edge Hip & Ridge Shingles and DuraRidgeTm Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: . . Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 Certificate of Authorization#9503 FL10674-119 Revision 4:03/04/2014 Page 2 of 7 TRINITY.ERD 5.3.1 All Owens Corning shingles noted herein 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 the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies 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. 5.3.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire°shingles require minimum five (5) nails per shingle. WeatherGuard° HP shingles require minimum six (6) nails per shingle. ➢ Devonshire TM shingles require minimum six (6) nails per shingle. ➢ Starter Strip Plus requires minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 CertiFcate of Authorization#9503 FL10674-R9 Revision 4: 03/04/2014 Page 3 of 7 . TRINITY`ERD 6:2.5 Minimum Nailing - Classic@ &Supreme: Normal Mansard or Area pare Normal Mansard or Area pare Wind Areas High Wind desvenes V Wind Areas High Wind desvenes y Area pare vientos normeles Areas vientos f tertes Area pare vientos normales Areas vientos fuerbs 1�1r IAI 2"-1 t° �" (A) �" 1° z° IBI f.2* 1" 1z a t21 t i• 1 W'Exposure S!i/8'Exposure Esposiridn Exposicidn 6.2.6 Minimum Nailing - Berkshire@: Soalant strip Sealantstrip La lira de spllador La d,a de sellador SVt' 8 Vt' 8 Vf a VT } a YP 8 VP 8 VP 8 Yt' r r 1 1 __ 2" Asphah roofing cement Cempnto de techode astafto 6.2.7 Minimum Nailing - Devonshire TM: Nails rase^ -�-• is.: �•,- 111 Nails Ten 1"Spots of Asphaft Roof Cement 6.2.8 Minimum Nailing - Duration@, TruDefinition@. Duration, Duration@ Premium Cool & TruDefinition° DurationO Designer Color Collection: 4 Nap Pattern 6 NallhUrsudand Sleep ft?, tsten Wrimn Sutetb!� Esquema de 4 davos Pattern arcaandtOp a tut W. e Esquema — rdansanb Opufdo das SureNail listening area width de Selavos a¢mntd3dasentra s+ Area do clawsSureNaAe a a a aaaswerHaarbprra a�ada 0.+t rsara. 1• 1. SUNNae \ Swexa& Werofrgg \ ragrninyy 31Cd tagrA 3traNidtA _ 12' 12" _ Araada SuteMa5y �- 12' \\ Sw-& _ 6910"Exposure Nails 646"Exposure 6116 pulg.de exposhOn Cfavos roipufg.de exposlebaSW Exposure Naps 535"Exposure Ph pulg.de exposlcfBn Clavas F.4 pulp.do expssid6a Exterior Research and Design, LLC. Evaluation Report 037940.02.12-114 Certificate of Authorization#9503 FL10674-119 Revision 4:03/04/2014 Page 4 of 7 Y � dry} 6.2.9 Minimum Nailing –TruDefinition°Oakridge@, Oakridge@: 4 Nall Mom 6 Nail Pattem Esquema con 4 clavos Esquema con 6 davos V �. r r I<— 1r —sl It— it 12•—� 66/8"Exposure Nails 5SWExposure Nails Erposieioa de 66/8pulg. Claves ExposteMn de 66/Bpuig. 6 618"Exposure Claw 6 6/8"Exposuca Erposld6n de 66/8 ping. Exposiei6n de 66/8 pu/g. 6.2.10 Minimum Nailing – WeatherGuard@ HP: Ode Vlow �{:��a•• •�:;f, ur'il�w�IIYI 1i� BIIw�wle�ri/>}db 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire° Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard° HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTm Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 Certificate of Authorization#9503 FL10674-119 Revision 4: 03/04/2014 Page 5 of 7 TRINRY ERD 6.3.3 Minimum Nailing — Berkshire@ Hip &Ridge and High Ridge: Fig.1 4 Fig.2 t— Pnvailing Wind .w Dlrndion A TopMew SldeView Naas A NailsI Nails 4 1. Z' P Top La ninalel S' Piece 4 I I i Y' W !l D a" `aI �Pasur� I �1 i 1 \ I I 'I \ Ie Ir 6.3.4 Minimum Nailing — Hip & Ridge with Sealant: em Fig.2- High Wind Fastening Pattern (4 Nails) rim Shingle 1 Discard 2" 2" 6ccess Sealant -« Strip 12" "Fastening S5fR' S"Exposure Distance 12" 6.3.5 Minimum Nailing — WeatherGuard@ HP Hip and Ridge: Fig.A Direction 4 Fig.C Hip&Ridge Shingle Fastening < Prevalling Wlntl � \ Top View — p A Halls 4 4 Halls NaILs q q A I I 2 2" Elrposure 6 Exposure 17' Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-114 Certificate ofAuthorization#9503 FL10674-R9 Revision 4: 03/04/2014 Page 6 of 7 i �- .J TRINITY I ERD 6.3.6 Minimum Nailing - ProEdge Hip &Ridge Shingles: Prevailing Standard _11,- Wind DirectionFastening Sealant Strip Pattern 6'Exposure 1"►� �'�I ~t^� I V 12' I Sealant Fasten 711? 7'i� 6"Exposure Cover Exposed Faatenera with Roof Cement I,_12' 6.3.7 Minimum Nailing - DuralkidgeT11 Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. e—PrasaifngWnd olrwdon Y e eo plan l dvn Diractiandominantnen adt Ir• Vista or 1' Diraccion dato prodaninmta Nail n 21° : omm Costing S�oaNaiP . ch14,0 cHn srat` I I I yl�` I � l ♦ + dld� I� �ye u I� - � I P I4 12" ;1 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC- QUA9625 ; (414) 248-6409; karen.buchmannOul.com - END OF EVALUATION REPORT- Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 Certificate of Authorization#9503 FL10674-119 Revision 4: 03/04/2014 Page 7 of 7 Florida Building Code Online Page 1 of 2 UE a �w F ��,�.:.:�� ` � ��."�,� ��• .vim� �.:..�.: ,� "� -- �",. �. Florida Department?` BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stats&Facts 1 Publications FBC Staff BCIS Site Map f Unks i Search Busines � ) Professional °`^ Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16048-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Authorized Signature David Ruiz david.ruiz@tribuiltmaterialsgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/24/2015 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R1 COI Trinity.ERD CI- Nieminen-2013.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2001 ASTM G155 2005 FM 4474 2004 FRSA/TRI07320 2005 TAS 103 1995 1,�t,,•//.�n,.,.fl.,«;a�t,,,;t.7;,,.. .,«n/..«/,.« .,, A+tni,Ini11ntc Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/28/2013 Date Validated 08/29/2013 Date Pending FBC Approval 09/08/2013 Date Approved 10/18/2013 Date Revised 03/23/2015 Summary of Products FL# IlModel,Number or Name IlDescription 16048.1 TRI-BUILT Roof Self-adhering, modified bitumen roof underiayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R1 II er082713FINAL ABP UNDERLAYMENTS FL16048- Approved for use outside HVHZ:Yes R1.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 j Design Pressure: +N/A/-315 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein Evaluation Reports pertains to use of foam-on the systems FL16048 R1 AE er082713FINAL ABP UNDERLAYMENTS FL16048- overtop the self-adhering underlayment for R1.pdf one particular application.See ER Section Created by Independent Third Party:Yes 5.5.2 for details.2.)Refer to ER Section 5 for other Limits of Use. Back Next Contact Us::1940 North Monroe Street.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: xcuri ar.,nucs" A1neinn1T EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET, UNIT #13 ,,; TRINITY ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Allied Building Products Corp / Evaluation Report A42960.10.12-Ri TRI-BUILT Roofing Products FL16048-R1 9050 Louisiana Street Date of Issuance: 10/25/2012 Merrillville, IN 46410 Revision 1: 08/27/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Each unit shall bear labeling 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. TrinityJERD 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 "TrinityJERD 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 6. Prepared by: + = The facsimile seal appearing was authorized 0F u by Robert Nieminen,P.E.on 08/27/2013 This does not serve as an electronically signed document. Signed,sealed have been Robert 3.M. Nieminen, P.E. tansmlttedtotheProductAPP ardrovalAdminlstratarand '�✓pu i��<< Florida Registration No. 59166, Florida DCA ANEI983 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD 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. TrinityiERD 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. t iF TRINITYERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by Allied Building Products .Corp., have demonstrated compliance with the following sections of the 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, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P33360.06.10 07/01/2010 ERD (TST6049) Physical Properties P33370.03.11 03/02/2011. ERD (TST6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST6049) Physical Properties P369.09.11 09/01/2011 ERD (TST6049) Physical Properties P37300.10.11 10/19/2011 FM Approvals (TST1867) Wind Uplift 3004091 01/12/2000 PRI (TST5878) Physical Properties PUSA-083-02-01 07/01/2008 UL, LLC. (QUA9625) Quality Control Multiple-Listing Agreement 02/27/2012 UL, LLC. (QUA9625) Quality Control Multiple-Listing Agreement 04/12/2012 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/24/2015 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-Built Granular-P Shingle Underlayment is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.1.2 Tri-Built Tile and Metal HT Underlayment 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. 4.1.3 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand- surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-111 Certificate of Authorization#9503 FL16048-R1 Revision 1: 08/27/2013 Page 2.of 6 yr.r 1 ' "� TRINITY t ERD 5.3 TRI-BUILT 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 AH] for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Asphalt Foam-On Wood Underlayment Shingles Nail-On Tile Tile Metal Shakes& Slate Shingles Tri-Built Granular-P Shingle Yes No No No Yes Yes Underlayment Tri-Built Tile and Metal HT Yes Yes Yes Yes Yes Yes Underlayment See 5.4.1 Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment 5.4.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built Tile and Metal HT Underlayment with Polyfoam PolyPro AH 160 ➢ Tri-Built Tile and Metal HT Underlayment with Dow TileBond 5.5 Allowable substrates are noted below: 5.5.1 Direct-Bond to Deck: Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment applied to: New untreated plywood; ➢ ASTM D41 primed new untreated plywood; ➢ Existing plywood; ➢ ASTM D41 primed existing plywood; ➢ 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:Allied Building Products Corp. does not require priming of new or existing plywood sheathing for use with Tri-Built Granular-P Shingle Underlayment or Tri-Built Tile and Metal HT Underlayment. New or existing plywood sheathing should be cleaned of all dirt and debris prior to application of these TRI-BUILT membranes. Tri-Built Sand-R SA Shingle Underlayment applied to: Plywood; ASTM D41 primed plywood. Note: While not required over plywood,Allied Building Products Corp. recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: Allied Building Products Corp. requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.5.2 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320 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 07320 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. Refer to FBC 1609.1.5 for determination of design wind pressures. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-111 Certificate of Authorization#9503 FL16048-Rl Revision 1: 08/27/2013 Page 3 of 6 �IRIITY E�® 5.5.2.1 Maximum Design Pressure = -315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Tri-Built Tile and Metal HT Underlayment. 5.5.2.2 All other direct-deck, adhered TRI-BUILT underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.5.3 Bond-to-Insulation: ➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum-Fiber Roof Board. Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturers 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 FM 4470,Appendix K or TAS 114,Appendix J. 5.5.4 Bond to Mechanically Attached Base Layer: ASTM D226, Type I or II felt. Note: For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. 5.6 Exposure Limitations: 5.6.1 Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment shall not be left exposed for longer than 90-days after installation. 5.6.2 Tri-Built Sand-R SA Shingle Underlayment shall not be left exposed for longer than 30-days after installation 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of 02/14/2011"for limitations for self-adhering underlayments used beneath the roof systems. TABLE 2:TILE SYSTEM OPTIONS PER FRSA/TRI 07320/8-05 System Underlay Section Reference Product(s) Option System One: 5 3.02E Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment Mechanically Fastened Tile, No.30/Self-Adhered Base Layer:ASTM D226,Type II Unsealed or Sealed 6 3.02E Underlayment Top Layer:Tri-Built Tile and Metal HT Underlayment System Underlayment System Two: 4 3.02D Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment Mechanically Fastened Tile, No.30/Self-Adhered Base Layer:ASTM D226,Type II Sealed Underlayment 5 3.02E Underlayment Top Layer:Tri-Built Tile and Metal HT System Underlayment System Four"A": 4 3.02D Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment Adhesive-Set Tile,Unsealed No.30/Self-Adhered Base Layer:ASTM D226,Type II or Sealed Underlayment 5 3.02E Underlayment Top Layer:Tri-Built Tile and Metal HT System Underlayment 3 3.02C Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment System Four"B": [Base Layer:ASTM D226,Type II Adhesive-Set Tile,Sealed No.30/Self-Adhered Underlayment System 4 3.02D Underlayment Top Layer:Tri-Built Tile and Metal HT Underlayment Exterior Research and Design, LLC. Evaluation Report A42960.10.12-111 Certificate of Authorization#9503 FL16048-R1 Revision 1: 08/27/2013 Page 4of6 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with Allied Building Products Corp. / TRI-BUILT 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 Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For non-tile applications: 6.3.2.1 Back-nail selvage edge seams in accordance with the Allied Building Products Corp. / TRI- BUILT 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. The head lap membrane is to cover the area being.back-nailed. 6.3.2.2 All seal-lap seams (selvage laps) must be firmly rolled with a . Y` minimum 28 Ib. hand roller to ` ensure full contact and adhesion. For Tri-Built Tile and Metal HT , Underlayment, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). - F` Overlap Seam;Tri-Built Tile and Metal HT Underlayment 6.3.2.3 Install to ensure full contact with approved substrates. Allied Building Products Corp. / TRI- BUILT require 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. 6.3.3 For tile applications (Tri-Built Tile and Metal HT Underlayment only): 6.3.3.1 Reference is made to Section 6.3.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4 Tri-Built Sand-R SA Shingle Underlayment: 6.4.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non-tile applications: 6.4.2.1 While priming is optional, Allied Building Products Corp. recommends priming the deck if the final roof cover is not slated for installation within 24 hours. 6.4.2.2 Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-Ri Certificate of Authorization#9503 FL16048-RI Revision 1: 08/27/2013 Page 5 of 6 6.4.2.3 Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. 6.4.2.4 Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. 6.4.2.5 Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding . techniques. 6.4.2.6 When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. 6.4.2.7 For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. 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 A42960.10.12-111 Certificate of Authorization#9503 FL16048-R1 Revision 1:08/27/2013 Page 6 of 6 Florida Building Code Online Page 1 of 2 FLORIDA WRAIT17M]INT,01- Florida Department BCIS Home I Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map t Unks Search Busines Professi al "" Product Approval USER:Public User . Regulation Product Approval Menu>Product or ADDlication Search>Application Us t>Application Detail FL# FL5259-R22 Application Type Revision Code.Version 2010 Application Status Approved Comments Archived C Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800)894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated By John W. Knezevich, PE E=! Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R22 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2001 ASTM D226 2006 h4://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqvbSqAaZp3Crk... 5/14/2015 Florida Building Code Online Page 2 of 2 ASTM D6164 2005 ASTM D6222 2002 ASTM G154 2005 ASTM G155 2005 FM 4474 2004 FRSA/TRI 07320 2005 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/25/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 Date Revised 04/24/2015 Summary of Products FL# Model,Number or Description Name 11 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R22 II 2015 02 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside R22.Ddf HVHZ:Yes Verified By: Robert Nieminen PE-59166 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-622.5 Evaluation Reports Other: 1.)The design pressure in FL5259 R22 AE 2015 02 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- this application relates to one R22.Ddf particular underlayment system Created by Independent Third Party:Yes (over concrete deck)for use under foam-on tile systems(where the underlayment forms part of the load-path). Refer to ER Section 5.6.4 for other systems,other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Nex[ Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:8SO-487-1824 i 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 mall 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: ' ® ® eCtiecY sccuritwa rnucS http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk... 5/14/2015 EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 Q0TRINITY ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-1117 150 Lyon Drive FL5259-R22 Fernley, NV 98408 Date of Issuance:02/24/2009 Revision 17:02/23/2015 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 2010 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. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD 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 "Trinity IERD 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 11. Prepared by: �,ts7ttnh,., The facsimile seal appearing was authorized 0 by Robert Nieminen,P.E.on 02/23/2015 Robert J.M.Nieminen P.E. °r' �' cT• Nieminen, ..� �.,�,.r'+::� This does not serve as an electronically signed document. 124! `.. Florida Registration No.59166,Florida DCA ANE1983 ','��J��ON�t �` Signed,sealed hardcopies have been transmitted to the -"- Product Approval Administrator and to the named client 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 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. QOTRINITY�ERD 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 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 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9:3 1507.2.4,1507.2.9.2,1507.3.3,1507.5.3 Physical Properties ASTM D1970 2001 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Weathering ASTM G154 2005 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: EatExamination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRI01111 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(TST5878) 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 JX20H7A 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 1330540.11.09-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 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 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1117 Certificate of Authorization#9503 FL5259-R22 Revision 17:02/23/2015 Page 2 of 11 �"TINITY ERD Enti Examination Reference Date 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 P11751.05.03-131 11/26/2013 ERD(TST 6049) Wind Uplift 1311781.11.03-Ri 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 ERb(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-SC7550.14 11/25/2014 ICC-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,R14571,2QA Exp.08/08/2015 UL,LLC._(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlavments: 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. 4.2 Self-Adhering Underlavments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface;meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly-film surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface;meets ASTM D1970. 4.2.4 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. 4.2.5 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. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.7 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 ASTM D6222. 4.2.8 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. 4.2.9 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 TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlavments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R17 Certificate of Authorization#9503 FL5259-1122 Revision 17:02/23/2015 Page 3 of 11 Q\TRINI-ryjERD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in 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 AHJ for approval based on this evaluation combined.with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1:ROOF COVER OPTIONS - Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate Shingles Elastobase Yes Yes No Yes Yes Yes Elastobase P Yes Yes No Yes Yes Yes Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes No Yes Yes See 5.5.1 Polystick TU Plus Yes Yes Yes Yes Yes Yes See 5.5.1 Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Yes See 5.5.1 Elastoflex S6 G Yes ` Yes Yes No Yes Yes See 5.5.1 Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See 5.5.1 Mule-Hide SA-APP Cap Sheet or SA- Yes Yes Yes No Yes Yes APP Cap Sheet(FR) See 5.5.1 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives unless tensile adhesion/long-term aging data from an accredited testing laboratory is provided. ✓ 31%11TM'2-Component Roof Tile Adhesive AH-160(formerly Polyfoom PolyPro AH160): Polystick TU P,Polystick TU Plus, Polystick TU Max, 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)or Tile Pro. ✓ 31%11TM' Foam Roof Tile Adhesive RTA-1: Polystick TU P,Polystick TU Plus,Polystick TU Max,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)or Tile Pro Dow TileBond: Polystick TU P,Polystick TU rPlus,Polyflex SAP or Tile Pro ✓ Convenience Products'Touch'n Seal Storm Bond Roof Tile Adhesive: Polystick TU Plus,Polystick TU Max Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1117 Certificate of Authorization#9503 1`1.5259-1122 Revision 17:02/23/2015 Page 4 of 11 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 S6 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch-applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick,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 S6 G or S6 G FR in hot asphalt to: ➢' Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or 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 FM 4470,Appendix K or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick, 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 S6 G or S6 G FR in hot asphalt to: ➢ ASTM D226,Type I,or 11 felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Polyflex G or G FR torch-applied to: ➢ Elastobase;Elastobase P or Mule-Hide Nail 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, refer to Section 5.5.4 herein and FRSA/TRI 07320/8-05 or RAS 120. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R17 Certificate of Authorization#9503 FL5259-R22 Revision 17:02/23/2015 Page 5 of 11 Q` TRINITY I ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320 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 07320 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. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.2 Maximum Design Pressure=-135 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.3 Maximum Design Pressure=-315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: 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. 5.6.4.4 Maximum Design Pressure=-622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.5 Maximum Design Pressure=-30.0 psf. Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch long x f- inch head diameter round metal cap nails spaced 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,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.6 Maximum Design Pressure=-37.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 11 ga.x 1.25-inch long x 1- inch head diameter round metal cap nails spaced 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,Polyflex SAP,PolyFlex SAP Fft,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.7 Maximum Design Pressure=-37.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: One(1)or two(2)layers ASTM D226,Type II felt mechanically attached with 11 ga.x 1.25-inch long x 1-inch head diameter round metal.cap nails spaced 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 S6 G,applied in full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure=-45 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: One (1) layer ASTM D226,Type II felt mechanically attached with 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 spaced 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,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.9 Maximum Design Pressure=-45 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Two(2)layers ASTM D226,Type II felt mechanically attached with 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 spaced 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,PolyFlex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1117 Certificate of Authorization 119503 FL5259-R22 Revision 17:02/23/2015 Page 6 of 11 'TRINITY ERD 5.6.4.10 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.11 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: ' Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 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 56 G,applied in full mopping of hot asphalt or,Polyflex G,torch-applied. 5.6.4.12 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface) mechanically attached with Simplex Original Cap Nails spaced 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,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.13 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex Original Cap Nails spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with 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 spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.15 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.16 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.17 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface)mechanically attached with Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates spaced 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 S6 G,applied in full mopping of hot asphalt. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1117 Certificate of Authorization#9503 FL5259-R22 Revision 17:02/23/2015 Page 7 of 11 JTRINITYIERD 5.6.4.19 Maximum Design Pressure=-97.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 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 spaced 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,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.20 Maximum Design Pressure=-105 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.21 Maximum Design Pressure=-112.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule-Hide Nail Base(poly-film top surface)mechanically attached with 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 spaced 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 Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.22. Maximum Design Pressure=-120 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) mechanically attached with OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or CMG Flat Bottom Metal Plates spaced 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.23 Maximum Design Pressure=-120 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase(sanded top surface)mechanically attached with Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates spaced 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 S6 G,applied in full mopping of hot asphalt. 5.6.4.24 All other direct-deck,adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.7 Exposure Limitations: 5.7.1 Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation. 5.7.2 Polystick IR-Xe shall not be left exposed for longer than 90-days after installation. 5.7.3 Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Dual Pro or Tile Pro shall not be left exposed for longer than 180-days after installation. 5.7.4 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. 5.7.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set the (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R17 Certificate ofAuthodiation#9503 FL5259-1122 Revision 17:02/23/2015 Page 8 of 11 TRINITY 1 ERD 5.8 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self-Adhered Uhderlayment Requirements as of 02/14/2011"for limitations for self-adhering underlayments used beneath tile roof systems. TABLE 2:TILE SYSTEM OPTIONS PER FRSA/TRI 07320/8-05 System _ Underlay Section Reference Product(s) Option 1 3.02A Modified Cap Sheet Elastoflex S6 G or Elastoflex S6 G FR;Polyflex G or G FR Batten only Base Layer:Elastobase;Elastobase P System One: 2 3.028 No.30/Modified Cap Sheet Top Layer:Elastoflex S6 G or Elastoflex S6 G FR;Polyflex G or G FR Mechanically Fastened 4 3.02D No.30 Elastobase;Elastobase P Tile,Unsealed or Sealed Underlayments 3.02E Self-Adhered Underlayment Polystick MTS;MTS PLUS;TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Mule- System Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro Base Layer:ASTM D226,Type ll;Elastobase;Elastobase P;Mule-Hide Nail Base 6 3.02E No.30/Self-Adhered Underlayment Top Layer:Polystick MTS;MTS PLUS;TU P;TU Plus;TU Max;Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro 1 3.02A Modified Cap Sheet Elastoflex S6 G or Elastoflex S6 G FR;Polyflex G or G FR Batten only Base Layer:Elastobase;Elastobase P System Two: 2 3.028 No.30/Modified Cap Sheet Top Layer:Elastoflex S6 G or Elastoflex S6 G FR;Polyflex G or G FR Mechanically Fastened Tile,Sealed 4 3.02D Self-Adhered Underlayment Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Mule-Hide SA-APP Cap Underlayment System Sheet or SA-APP Cap Sheet(FR);Dual Pro;Tile Pro No.30/Self-Adhered Base Layer:ASTM D226,Type ll;Elastobase;Elastobase P;Mule-Hide Nail Base 5 3.02E Underlayment Top Layer:Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)Dual Pro;Tile Pro 1 3.02A Modified Cap Sheet Elastoflex S6 G or Polyflex G 2 3.02B No.30/Modified Cap Sheet Base Layer:Elastobase;Elastobase P System Four"A": Top Layer:Elastoflex S6 G or Polyflex G Adhesive-Set Tile, - Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro;Mule-Hide SA- Unsealed or Sealed 4 3.02D Self-Adhered Underlayment APP Cap Sheet or SA-APP Cap Sheet(FR) Underlayment System 5 3.02E No.30/Self-Adhered Base Layer:ASTM D226,Type ll;Elastobase;Elastobase P;Mule-Hide Nail Base Underlayment Top Layer:Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro; Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) 1 3.02A No.30/Modified Cap Sheet Base Layer:ASTM D226,Type ll;Elastobase;Elastobase P System Four"B" Top Layer:Elastoflex S6 G or Polyflex G : Adhesive-Set Tile, 3 3.020 Self-Adhered Underlayment Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro;Mule-Hide SA- Sealed Underlayment APP Cap Sheet or SA-APP Cap Sheet(FR) System No.30/Self-Adhered Base Layer:ASTM D226,Type Il;Elastobase;Elastobase P;Mule-Hide Nail Base 4 3.02D Underlayment Top Layer:Polystick TU P;TU Plus;TU Max;Polyflex SAP or SAP FR;Tile Pro; Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) 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 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non-tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),Dual Pro or Tile Pro,self-adhered,Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR,torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual,Fourth Edition,Table 2 herein and Section 5.5.4 herein. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1117 Certificate of Authorization#9503 FL5259-R22 Revision 17:02/23/2015 Page 9 of 11 TRINITY I ERD 6.4 Polystick MTS MTS PLUS IR-Xe TU P TU Plus TU Max Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA- APP Cap Sheet(FR),Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non-tile applications: 6.4.2.1 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 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 6.4.2.2 All seal-lap seams (selvage laps) must be firmly ' L, 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 (theg� "` sheet will overlap the fabric). t a View of Ovelap Seam of Dual Pro and Tile Pro 6.4.2.3 All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic,applied in between the application of the lap. 6.4.2.4 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 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement,Polystick TU Plus Tile Underlayment Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry Elastomeric Flashing Cement,or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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. 6.4.2.6 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 For tile applications(not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition,Tablet herein and Section 5.5.4 herein,using the instructions noted above as a guideline. 6.4.3.2 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.4.3.3 For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1117 Certificate ofAuthoriiation 89503 FL5259-1122 Revision 17:02/23/2015 Page 10 of 11 TRINITY ERD 6.4.4 Two(2)Ply Underlayment Systems: 6.4.4.1 Polystick MTS or MTS PLUS followed by Polystick MTS,TU P,TU Plus,TU Max,TilePro 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. 6.4.4.2 Polystick MTS PLUS followed by Polystick TU P,TU Plus,TU Max,TilePro or Polyflex SAP is allowable for use under foam-on tile 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. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made to FRSA/TRI 07320/8-05 Installation Manual,Fourth Edition,and Table 2 herein. 6.5.2 Elastoflex 56 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, and off set end-laps 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 G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made FRSA/TRI 07320/8-05 Installation Manual,Fourth Edition,and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.5. Side laps shall be minimum 3- inch and end-laps minimum 6-inch wide,and off set end-laps 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 Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI 07320/8-05 must be used on all roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail-boards,to prevent tile sliding and/or damage to the underlayment during the loading process: 6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.7.4 For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 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 ey the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C.Rule 61620-3 CIA requirements. 9. QUAUTYASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-Ri7 Certificate of Authoriiation#9503 FL5259-R22 Revision 17:02/23/2015 Page 11 of 11