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HomeMy WebLinkAboutProduct Approval..a: TRINI-fYIERD EVALUATION REPORT GAF 1 -Campus Drive Parsippany, N1 070S4 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE:.(203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1121 FL10124-1119 Date of Issuance: 01/03/2008 Revision 21:08/26/2016 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF 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. 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 "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. (NSPECTiON: 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.I.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The faaimiie seal appearing was authorized by Robert Nieminen, P.E. on 08/26/2016. This does not serve as an electronically signed docum=nt. .Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION of INDEPENDENCE: 1. TrinitvlERD 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 I ER0 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. , S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing, Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, 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 1507.2.4, 8905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.5, 8905.2.6.1 Wind Resistance TAS 107 1995 I REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF -025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF -059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF -080-.02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF -324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF -407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02 NK30871 09/09/2002 UL (TST 1740) ASTM 03161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 OSNK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161, D3462 OGCA18074 06/16/2006 UL (TST 1740) ASTM D3161, D3462 06CA35251 10118/2006 UL(TST'1740) ASTM D3462 06CA31603 12%01/2006 UL (TST 1740) ASTM D3161, 03462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 OSCA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CASS908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01:.08-1121 Cerdficate of Authorization #9503 FL10124-1119 Revision 21: 08/26/2016 Page 2 of 6 Exterior Research and Design, LLC Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-R19` Revision 21: 08/26/2016' Page 3 of 6' TRIN11YIERD Entity Examination Reference Date UL(TST.1740) ASTM D3161;D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL(TST 1740) ASTM D3462; 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK119S1 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10NK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 OBCA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462- 11CA47019 "12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725- 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, LLC: (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13.CA32332 06/18/2013 UL LLC, (TST 9628) ASTM 03161 13CA37934 08/02/2013. UL, LLC>(TST9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC, (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL LLC, (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, LLC. (QUA .9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 UL LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/61/2016 UL,LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC'. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, LLC. (QUA 9625.) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMaxO, Royal Sovereign® and Sentinel" are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2; CamelotO, CamelotO 11, Fortitude'm, Glenwood'"', Grand Canyon, Grand Sequoia6, Grand Sequoiao IR, Grand SequoiaO ArmorShieldT", MonacoO., Sienna°; Timberline' American Harvest®, TimberlineO ArmorShieid"' 11, Timberline° Natural Shadow®, Timberline HDA', Timberline`s Cool SeriesO, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles.. 4.1.3 Slateline© is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2,1 Seal-A-Ridges Ridge Cap Shingles, Seal-A-RidgeO IR Impact-Resistant Ridge Cap Shingles, Seal-A-Ridge® ArmorShieid'°' Ridge Cap Shingles and Timbertex"I Premium. Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. Exterior Research and Design, LLC Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-R19` Revision 21: 08/26/2016' Page 3 of 6' TRINI IE . 4.3 Accessory Starter Strips: 4.3.1 Pro-Start0 Eave/Rake Starter Strip Shingles and WeatherBlockerl Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3:2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SB.S modified bitumen starter strip, nominal 9 -inch x 33 ft roll, for use with asphalt shingles with exposure of 6 - inch orless. 4.3.3 5tarterMatchT" Shatter Strip Shingles are color -coordinated starter strips for use with Grand CanyonO and Grand Sequoia' series asphalt shingles. StarterMatch" are installed as the second starter for Grand Canyon® and Grand Sequoia' series installations. 5. LIMITATIONS: 5.1 This is a building .code evaluation. Neither Trinity l ERD nor Robert Nieminen, P.E. are; in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation: Reportisnot 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 Wind Classification: 5.4.1 TheGAFasphalt shingles noted in Section 4.1 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 use in all wind zones up to V,,,d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. .5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and 119.05.2.6.1, to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasa:=150 mph (Vu,t=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B. or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 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 GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1S07.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBiocker Premium Eave/Ra.k.e Starter Istrip Shingles and.QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 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 .8905.2, with the following ;exceptions: Camelot; Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia lk, Grand Sequoia ArmorShieldi and Woodland require minimum five (5) nails per shingle. Y Slateiine requires minimum 8ix.(6) nails per shingle. Exterior Research and Design; LLC, Evaluation Report 01506.01.08-1121 Certffcute of Authanzation #9503 FL10124-R19 Revision 21: 08/26/2016 Page 4 of 6' TR NITY E .D. 6.3.2., ,Fasteners shall be in accordance with manufacturer's published requirements,but not less than FBC 1507;2.6 or.R905.2.5.,Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units"horizontal, special methods of.fastening'.are required. Contact the shingle manufacturer for details. 6.4. Hip&Ridge Shingles: 6.4.1 Installation,&Seal-A-Ridge Ridge.Cap Shingles,Seal-A-Ridge iR Impact-Resistant Ridge Cap=5hingles and'Seal- A-Ridge ArmorShield Ridge Cap.Shingles shall comply with the manufacturer's current published instructions with a minimum two(2)nails,minimum 3/8-inch head diameter,per shingle and nominal 0.25-inch diameter beads of Henkel"Loctite PL S30.Roof&.Flashing Sealant". 715' mnSealant a}' t (25 mm). (25 min} Sca lAnte Endti t d6tmchsite { 1.2' I ^R ;305 mm} Nast: Clava 6S,8'-7518" 'Clover :(768-194 mm) 12" _ {3t38.rriln}' 6.4:2 : Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with, a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade.Polyurethane Sealant or Henkel.PL.Roofing and Flashing.Sealant: its, ( rnir} 7 t"Sttantr iras twhi, 125 rssrh . Krsitrz ct"$tar. t i ?31ik7j i 1 is '.i' 6.4.3 Fasteners shall be in accordance with the manufacturer's;published requirements, but'not less than'FBC 1507.2.6 orR905.2.5. Staples Are not permitted. Exterior Research and Design;LLC. Evaluation Report 01506.01.08-RZ1: ? certificate ofAuthorization#9503 FL10124-R19 Revision 21:08/26/2016 Page 5 of 6 TRINITYERD 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. 8. 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 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-1119 Revision 21: 08/26/2016 Page 6 of 6 TRINII 11, ERD EVALUATION REPORT Allied Building Products Corp. dba TRI -BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 4:6410 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A42960.10.12 -R4 FL16048-R4 Date of Issuance: l0/25/2012 Revision 4: 10/06/2016 SCOPE: This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P:E.. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume, The. products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT 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, R.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity l 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seat appearing was authorized by Robert Niemirien, P.E. on 1010o/2016. This does not serve a> an electronically signed document. Signed, sealed hardmples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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 I 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 Nierninen, 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. 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. n TRINITY ERD I ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement., TRI -BUILT Roof Underlayments, as produced by TRI -BUILT, 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, 1507.2.8, 1507.2.9:2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.53, 1507.7.3 Physical Properties S40540.11.13 11/19/2013 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5:2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST6049i Physical Properties S40540.02.13-1 02/19/2013 ERb (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL, LLC. (.QUA9625) Quality Control Multiple -Listing 816814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 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. 4.1.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. 5. 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. Exterior Research and Design, I.I.C. Certtftcate ofAothorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report A42960.10.12 -R4 FL16046-R4 Revision 4-.10/06/2016 Page 2 of 5 ERD 5.4 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 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:, ROOM COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles. Tri -Built Sand -R SA Shingle Yes No No No Yes Yes Underlayment Tri -Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri -Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 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. Tri -Built S/A HT TU Underlayment with 3M"' 2 -Component Roof Tile Adhesive AH -160 (FL6332) or Dow TileBondTM Roof Tile Adhesive (FL717) &6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -IR SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underiayment. 5.6.2 BonclAo-Insulation: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: Y Dens Deck Prime; 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 (Tri -Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: Tri -Built Sand -R SA Shingle Underlayment; Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached ;per minimum codified requirements. For installations under foam -on the systems (Tri -Built S/A HTi TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). Exterior Research and Design, LLC Evaluation Report A42960.10.12-114 Certificate ojAutharization #9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4;10/06/2016 Page 3 of 5 TRIERCP 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck. underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressure's. 5.6.4.1 Maximum Design Pressure = -45.0 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)'ASTM D41 Underlayment: Tri -Built SIA HT TU Underlayment, self -adhered. 5.6.4.2 Maximum Design Pressure = -67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 5.6.4:3 Maximum Design Pressure = -60.0 osf. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at the 4 -inch laps and 6 -inch o.c, in three, equally spaced rows in the center of the sheet. Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 5.7 Exposure Limitations: 5.7.1 Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30 -days after installation 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. 6. INSTALLATION: 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with 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 Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/'A. Underlayment 6.3.1 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. 6.3.2. Non -Tile applications: While priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not slated :for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film .diagonally while holding the membrane tight. Firmly roil; broom or hand -press the membrane into place to achieve a bond. 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, sealed in accordance with TRI -BUILT requirements. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R4 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4: 10/06/2016 Page 4 of 5 ERE When installing at slopes above 8:12, TRI-BUILT recommends back-nailing in the overlap area at the top', of the sheet at 12-inch o.c. 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. 6.3.3 Tile Applications (Tri-Built SIA HT TU Underiayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on the applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSAjTRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ulLcom - END OF EVALUATION REPORT - Exterior Research' and Design, LLC Certificate ofAutharization #9503 FBC NON-HVHZ EVALUATION Evaluation Repod A42960.10.12 -R4 FL16048=R4. Revision 4:10/06/2016 Page 5 of 5