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HomeMy WebLinkAboutPRODUCT APPROVALTRINITY ERD EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 r PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Rep7940.02.12-R6 FL10674-R11 Date of Iss'h< Revision SCOPE: This Evaluation Report is issued under Rule 61G2.0-3 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles 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) 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 "TrinityrERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEcn0N: 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The farsimlie seal appearing was authorized by Robert Nieminen, P.E. on 10J1512015. this does not serve as an a lectronically signed document. signed, sealed hardoopies have been transmitted to the Product Approval Adm mistrator and to the named client CERTIFICATION OF INDEPENDENCE:. 1. Trinity) ERD 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 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. TRINITY ERD 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 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.71, 8905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Entity Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File 82453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 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 4186126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLE (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp. 08/20/2017 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 Devonshire" are fiberglass reinforced, 5 -tab asphalt roof shingles. 4.1.4 Duration', TruDefinition' Duration', Duration' Premium Coul, Tru Definition' 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, ProEdge Hip & Ridge Shingles and DuraRidge" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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. Exterior Research and Design, L.L.C. Evaluation Report 037940.02.12-R6 Certificate of Authorization #19503 FL10674-R l i Revision 6: 10/15/2015 Page 2 of 7 5.4 Wind Classification:. 5.4-1 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. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle 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_ 5.4.3 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. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 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 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or 8905.2.3. 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'" shingles require minimum six (6) nails per shingle. i Starter Strip Shingle and Starter Strip Plus require 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. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Felt undWrPM nt De# Sell-adhesexi onp Drip b* t K r —#adh 1�iatii Install fist s"" Self-sealing W&L-sh+r �1t�+3slpp - S}+�+is�rk�Ifi4rigr sfzinglewiih •J�, 0' nematnd Minter Strip shwbe awa tangstaues and rakes'.%7-14' Exterior Research and Design, LLC. Certificate of Authorization #9503 Fspu Bea a *dd I r Drip K* Nip— ed9a �, s i lk.i sba l9hpPs .ri�li oeesmigit®®r Ampwrs ilunet 94rp%A &w &Mftr rwsard raukL %W–its Evaluation Report 037940.02.12-R6 FL10674-Rll Revision 6-- 10/15/2015 Page 3 of 7 6.2.6 Minimum Nailing— Classic® & Supreme: IWormah Nrrgord or Arae pwra Wind Areas liidlr Vand dVravanp y Aron pars visnroa nornralaay virnea�s ywwrtk i'ITLw11h�,—tai 6.2.7 Minimum Nailing — Berkshire': SoMw ,&4 LA Iru dr ReAdw 843 9 v r avr r 2trr 6.2.8 Minimum Nailing — Devonshire": Exterior Research and Design, LLC. Certificate of Authorization #9503 °J TRINITY ERD Normal manowsd or Area para Mod Ankm High Van d d ownO a y Amir para VjOm" nonnrtss Array vfrataa fop"" eg, i% Atm- iiiapoarr $"hA enSq La *J 6t u0r .� • Tr►—++orf i • �+r«+# r rw+.r�i • Yaa- a� a ac11 t� F i F`7 R hobo roFloNo nmrmrt r` Lnmrer Flc lr�n 1c ar:ala 4< - Mails r llaili Ten 1- $pats al ASphi t Raaf Commt Evaluation Report 03744002.12-R6 FL10674-R11 Revision 6: 10/15/2015 Page 4 of 7 TRINITY ERD 6.29 Minimum Nailing - Duration®, TruDefinition® Duration, DurationO Premium Cool & TruDefinition Duration Designer Color Collection: 6.2.10 Minimum Nailing - TruDefinition Oakridge®, Oakridge®: a ball P'attwn E59WRW em d sig t r �►-- tr --H �-- tr ---�►f t i 6 Sfi 0pe sMr �; 5 SW i , a.srr clum 9aar 6.2.11 Minimum Nailing — WeatherGuardO HP: 6 Nell Now Empow "n S da&t N' �- V tr s S 8tl�uw S SOW �tp4tM fir d.s vay ode$l xP* 0 M-01 R1 skb vier Mk& fid' FiMwwr7laa Ilfwil IlJMwr Chmwlriiri I= 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 DuraRidger" 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. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R6 Certificate of Authorisation #9503 FL10674-R11 Revision 6: 10/15/2015 Page S of 7 INI 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. 6.3.3 Minimum Nailing — Berkshire' Hip & Ridge and High Ridge: 6.3.4 6.3.5 Fie, I nwwawurw ,,--- L i F i �h tyG ,W11. Minimum Nailing — Hip & Ridge with Sealant: Fig. 2 TaPVAW swot Mali I M4fr X rime P ir { 1 i YI w �1 I7{jj 31 I 3 i 4 em Fig. 2 - High Wind Fastening Patwm (4 Mails) rim Shingle--� nd Discard 2„ J�I, Excess 7„ Sealant --� Strip T '12" ' Fastening 55/sip s/a" S„Expasune Distance I 11 72” Minimum Nailing — WeatherGuard® HP Hip and Ridge: Fig. G Hip A Aidge Shingle Fasiefrling Tq*YIM mug i17L Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R6 Certificate afAutharizatian #9503 FL10674-R1i Revision 6: 10/15/2015 Page 6 of 7 6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction sealant Strip A---' 6" Exposure Fasten 711" Cover Exposed FdsYanen; wk6 Raaf Gement TRINITY ERD Standard X11" Fastening Pattern ,.I 1-t —141 1' 12' 1' Sealant 7+fZ W Exposure II 4 12" 6.3.7 Minimum Nailing — Dura Ridge'" 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. PrawaiiAV Wild Dir um Dinateo donlimnse du rent Dinedw del viento predaruimnre 4 Nail - ➢ou: anon �� I i 1 i i P Tap View Yue en plan Visna supenor I' j11 Cl ' • Onaes Cam sureNair I I I a,IS� ala D I� I I� I r -I 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 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 named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 14. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R6 Certificate of Authorization #9503 FL10674-R11 Revision 6, 10/15/2015 Page 7 of 7 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ��"` 353 CHRISTIAN STREET, UNIT #13 IN1 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 `+ FAX: (203) 262-9243 EVALUATION REPORT Allied Building Products Corp / Evaluation Report A429 0.1 - TRI -BUILT Roofing Products FL16048-R1 9050 Louisiana Street Date of Issuance: 1 2 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. Trinity]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) 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 6. Prepared by: Robert JX Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 08/Z7/24I3 This does not serve as an electronically signed dncUment. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION or 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. TRINITY ERD 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 Physical Properties P33370.03.11 03/02/2011 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.21 Physical Properties TAS 103 1995 3. REFERENCES: Entit Examination Reference Date FRD (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 (T5T1867) 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-Adherinn 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-Ri Certificate ofAuthorization #9603 FL16048-R1 Revision 1: 08/27/2013 Page 2 of 6 TRINITY ERR 5.3 TRT -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 AHJ 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 Underlayment Asphalt Nail -On Tile Foam -On Metal Wood Shakes & Slate Shingles Tile 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. )�r Tri -Built Tile and Metal HT Underlayment with Polyfoam PolyPro AH160 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; i 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; r� 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: r 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 05B prior to installation of the self -adhering underlayment_ 5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRT 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 1.609.1.5 for determination of design wind pressures. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-Ri Certificate of Authorization #9503 FL16048-R1 Revision 1: 08/27/2013 Page 3 of 6 TRINITY ERD 5.5.2.1 Maximum Design Pressure = -315 psf_ Deck: Structural concrete to meet project requirements to satisfaction of AH]. 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 manufacturer's Product Approval. For installations under foam -on the 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 1. 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 the 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 tile roof systems. TABLE 2. TILE SYSTEM OPTIONS PER FRSA/TRI 0732018-05 System Underlay Option Section Reference Product(s) System One: 5 3.02E Self -Adhered Underlayment Tri -Built Tile and Metal HT Underlayment Base Layer: ASTM D226, Type II Mechanically Fastened Tile, Unsealed or Sealed 6 3.02F No. 30 / Self -Adhered Top Layer: Tri -Built Tile and Metal HT Underlayment System Underlament y Underlayment System Two: 4 3.02D Self -Adhered Underlayment Tri -Built Tile and Metal HT Underlayment No. 30 / Self -Adhered Base Layer: ASTM D226, Type II Mechanically Fastened Tile, 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 No. 30 / Self -Adhered Base Layer: ASTM D226, Type II Adhesive -Set Tile, Unsealed 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 ": No. / Self -Adhered Base Layer: ASTM D226, Type II Adhesive.-SetTile, Sealed Underlayment System aymen 4 3.o2D Underlrl ayment Top Layer: Tri -Built Tile and Metal HT Underlayment Exterior Research and Design, LLC. Evaluation Report A42960.10.12-111 Certificate afAuthariration #9583 FL16048-RI Revision 1: 08/27/2013 Page 4of6 =, TRINITY. ERD 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 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). 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 ©1970 underlayment in FISC 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 A42960.10.12-111 Certificate ofAuthoriaation #9503 FL16048-R1 TRINW: ERR 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 -R1 Certificate ofAuthorization #9503 FL16048-R1 Revision 1: 08/27/2013 Page 6 of 6