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Home My WebLink AboutEVALUATION REPORT��TRINITY EVALUATION REPORT SCANNED ERD BY St. Lucie County TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 1!13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-R6 Date of issuance: 10/25/2012 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for 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 tl�IesewN!Zd tion-(2017)-,FIorId"uiIdifi—g Cddee] sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUANcE: 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. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVEFMSEMENT: The Evaluation Report number preceded by the words "Trinity I 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: '011111111" -- .'A 3 21� S Robert J.M. Nieminen, P.E. . . .. Florida Registration No. 59166, Florida DCA ANE1983 ci..e�L 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. Trinityl 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 my, 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. FILE COPY 1tqL'fi ST. LUCIE COUNTY �NG DIV )N REVIEWED 0 FOR Cc REVIEWED BY DATE PLANS AND PERMITVUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL Be MADE A , k,- r_\K__), "T NITYJ ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6" Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/2612014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-Rl 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6G49) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-RI 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, U.C. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 C::I�!:BFjilt-SWn-d-R�-9-A-Sfiig-91FUn-dirl5yM—en is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underfayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nienninen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Reportzoir previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 CertrTicate of Authorization #9SO3 EDITION (2017) FBC NON-HVHZ EVALUATION FL16G48-R6 TRI-BUILT Roof Underlayments, (900) 516-1485 Revision 6; 09/25/2017 Page 2 of 6 r_\/'� ��TRINITYJERD 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles a.i 1 --B-6 i I t S an dz R'S X S h I h jfe__� I,UQnderlayrnen i=1 29R, No No No Yes Yes 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 S.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A. ALLowABLETjLE ADHESIVE / UNDERLAYMENT COMBINAnONSI Adhesive Florida Product Approval I Underlayments ICP Adhesives PolysetO AH-160 FL6332 Tri-Built S/A HT TU Underlayment DowTlleBond� FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: -7 - ------ 5.6.1 X!_'DirjcVB6fi_d_'toTDeck? V---Tri7�B�ilt-SandTR.SA.S'hinglEi�Unde—Fli@!eLn:lt, Tri-Built S/A HTTU Underlayment arTri-Built Smooth HT S/A Underlayment applied to: > Plywood; ASTIVI D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTIVI D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Bullt Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > 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 FIT 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 orTAS 114, Appenclix.l. I Refer to rile Manufacturer's orAdhesive Manufacturer's Florida ProductApprovalforOvertuming Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 0 EDITION (20171 FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 5115-1485 Revision 6: 09/25/2017 Page 3 of 6 "� rTRINITY I ERD S.6.3 Bond to Mechanically Attached Base Layer: Tri-Built Sand-11 SA Shingle Underlayment, Tri-Built S/A HT TIJ Underlayment or Trii-Buift Smooth HT S/A Underlayment applied to: > ASTM D226, Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TIJ Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRl April 2012 (04- 12). 5.6.4 Wind Resistance for UnderlaVment SVstems 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 FRSA/TRl April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure =-45.0 p : Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TIJ Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Desien Pressure =-150.0 Dsf Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall he driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure =-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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. Exterior Research and Design, I.I.C. Cenufloate of Authorization #9503 6m EDITION 12017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-RG FL16048-R6 Revision 6:09/25/2017 Page 4 of 6 r-�'� 'N,,, rTRINIW I ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRl April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRJ WDI, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.20.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Trii-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 18G-days after installation. 5.8 'rile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)1: When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIREcr-DEcK TILE INSTALLATIONS Maximum Underlayment Tile Profile Staging Method Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HT TU Underlayment Lugged I Exterior Research and Design, U.C. Evalisation Report A42960.10.12-R6 Ceroftcate ofAuthorizabon #9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (900) 516-1485 Revision 6:09/25/2017 Page 5 of 6 , �1'1 ��TPJNITYJERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, ILLC 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 Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications While priming is optional, TRI-BUILT Materials Group, LLC 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 roll, 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 Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC 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 eachdirection. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications [Tri-BuiltS/A HTTU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table I herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. BUILDING PERmtr REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACrURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE 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 A42960.10.12-H6 certificate of Authorization #9503 e EDITION 12017) FBC NON-HVHZ EVALUATION FL16048-RG TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6:09/25/2017 Page 6 of 6 SCANNED 'Y ��TPJNIW � ERD st- Lucie county EVALUATION REPORT GAF I Campus Drive Parsippany, NJ 07054 (800) 766-3411 EXTERIOR RESEARCH & DESIGN, U.C. Certfficate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 01506.01.09-1122 e-ffift-Z�00 Date of Issuance: 01/03/2008 Revision 22:09/20/2017 SCOPE: This Evaluation Report is issued under Rule 6IG2G-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 t"- th dE _1"qLn-J.2D --F _S§_ I sections noted herein. DESCRIPMON: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/ R905.2-6.1. CoNnNUED CompuANcE: 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. TrinitVIERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVEWnSEMENT: The Evaluation Report number preceded by the words 'Trinityl 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. INSPECriON: 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 J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 � �k �1 app�M � a�� bV ko� Nkmimn, P-LonWIM/2017. Wm�n�wanele�n!�Slysig� �ent 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[ 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 haw, nor will acquire, a financial interest in any other entity involved in the approval process of the producL S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/ms used for permitting or design guidance unless retained specifimily for that purpose. ��TRINITYJERD ROORNG SysTEms EVALUATION: 1. SCOPE: Product Category. Roofing Sub -Category: AsphaltShingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the 6h Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.4/1507.1.1, Physical Properties ASTM D1970 2015 R905.2-3 / R905.1.1 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.17.1, R90�1.6.1 Wind Resistance ASTM D7158 2011 1507.2.7.1, R905.2.6.1 Wind Resistance TAS107 1995 3. REFERENCES: En 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 OS/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 ULW1740) ASTM D3462 93NK6295 11/29/1993 UL(TST1740) ASTM D3462 99NK43935 01/12/2000 UL (TST 1740) TAS107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 DINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL(TST1740) ASTM D3161 OINK37122 12/18/2001 UL(M 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST174O) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST1740) 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 M 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL(TST1740) ASTM D3161, D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL 0 ST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL M 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/�008 Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R22 Certiff� ofAuthoInvDan #9sa3 EDITION (20171 FBC NON-HVHZ EvALuA-nON FL10124-R20 GAF Asphalt Roof shingles Revision 22.09/20/2017 Page 2 of 6 r-�'� I T INITY I ERD 111"N Entity Examination Reference Date UL(TST1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL(TST1740) 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 10CA35554 03/OS/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13696 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2610 UL(TST1740) ASTM D3462 10CA11953 10/29/2010 YL (TST 1740) ASTM D3161, D7158, D3462 IONK11951 'IONK12670 10/30/2010 UL (TST 1740) A.-�TM D37161, D�158, 63462 -Z: - -�1/04/2010 UL (TST 1740) ASTM D3161,D7158,D3462 08CA05100 01/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1OCA53934 03/31/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL (TSr 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2 Z011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48725 09 092/2012 UL, ULC (TST 9628) ASTM D3462 12CA34891 UL, U-C- (TST 9628) ASTM D3161,D7158,D3462 12CA58151 I-r--02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, U.C. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, U.C. (TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL, U.C. (TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, At 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report R21, Myerstown, PA 10/20/2016 UL, LLC- (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, At 11/11/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 11/01/2016 UL, LLC. (QUA 9625) QualityControl Inspection Report, R21, Shafter, CA 11/17/2016 UL, LLC- (QUA 9625) Quiility Control Inspection Report, ft2l,'Savanfiah, GA 11/11/2016 UL, U-C- (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 10/25/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 10/25/2016 UIL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 10/21/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 11/17/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 11/04/2016 UL, U-C- (QUA 9625) QualityControl Inspection Report, R21, Ennis, TX 11/03/2016 UL, L.I.C. (QUA 9625) QualitVControl Inspectiati.Repoft, P2�, Fontana, CA 11/0112016 4. PRODUCT DESCRip'now 4.1 Asphatt Shingles: 4.1.1 MarquisO WeatherMaxO, Royal SovereignQ and SentinelO are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 CamelotO, CamelotO 11, -Fortitude, Glenwoodm, Grand CanyonO, Grand SequoiaO, Grand SequolaO IR, Grand SequoiaO ArmorShieldm, MonacoO, SiennaO, TimberlineO American HarvestO, TimberlineO ArmorShielcl� 11, TimberlineO Natural ShadowO, Timberline HD; 2,ffibe me Cool SeriesO. Timberline Ultra HDO and WondlandO are fiberglass reinforced, laminated asphalt roof shingles. ..-d 4.1.3 SlatelineO is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles 4.2.1— Seal-A-RidgeO Ridge Cap Shingles, Seal-A-RidgeO IR Impact -Resistant Ridge Cap Shingles,- Seal-A-RidgeO ArmorShieldm Ridge Cap Shingles and TimbertexO Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. GO AiINI'*d-L Exterior Research and Design, LLC. I valuation Report so .01. C�fl�OfAutho=Von"503 6m EDITION (2017) FBC NON-HVHZ EVAWATION FI-10124-1120 GAF Asphalt Roof Shingles Revision 22-.09/20/2017 Page 3 of 6 911-st'0911A NoiLvnivA3 ZHAH-NON 393 (LICZ) NO[11(13 M9 -JTAINFTY�RD 4.3 Accessory Starter Strips: 4.3.1 Pro-StartO Eave/Rake Starter Strip Shingles and Weatherillocker' Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStartO Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified ' bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inchorless. 4.3.3 Starterlvlatch� Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon" and Grand Sequoias series asphalt shingles. StarterMatch� are installed as the second starter for Grand CanyonO and Grand Sequoias series installations. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trmityj ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projed on which this Evaluation Repoirt,_or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is notfor use in FBC HVHZjuriscfictitons� 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of this product. SA Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.23A 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�ft = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. SA.2 The GAF hip& ridge shingles noted in Section -4.2 are Uassified 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 use in all wind zones up toV,,d=150 mph (Vult=194mph). Refer to Section 6 for installation requirements to meet this wind rating. 5A.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609A.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 FJLC. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewitcle Product Approval, or be Locally Approved per Rule 614320-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.r Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip 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 GAF current published instructions, using minimum four (4) nails per shingle in accordance with FHC 1507.2.7 or R905.2.6, with the following exceptions: • Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArnnorShleld, and Woodland require minimo'm five (5) nails per shingle. • Slatefine requires minimum six (6) nails per shingle. 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 GAF for details. Evaluation Report 01506.01.08-RZZ e EDITION (2027) FBC NON-HVHZ EVAWAT10N FL10124-FL20 GAF Asphalt Roof Shingles Revision 22:09/20/2017 Page 4 of 6 911-8t,09TIA NoLLvn1VA3ZHAH-NON:)9:I UTOZ) NOIIIC13 m9 "J�Tu- s R1 r4 J�T�Y JERD 6A Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF 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". seuante Endu'd d6tanch6iW 12, (305 MM) Nail Clove 6 518- - 7 d5.18' Clouer (168 -194 mm) 12' 6A.2 Installation of Turibertex Premium Ridge *Cap Shingles shall comply with GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonnebom NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. Its, Sealant MM) Sellmho (2M5 End6iit ddtzrzh&ti I 71 ir -(3C5 Wo 6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. e EDITION (2017) FBC NON-HVMZ EVALUATION GAF Asphalt Roof Shingles Evaluation Report 01506.01.08-1122 FL10124-R20 Revision 22.09/20/2017 Page 5 of 6 9u-gtpc)9TIA Noi1.vmvA3 ZHAH-NON 383 (ITOZ) N0111133 M9 ��TRINrryj�RD 7. LABELING: -311 lugisaa pue qDjeasoN joIjajx3 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 �aving 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 liroducts; covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: LIL LLC—QUA9625; (847) 664-3281 rl* " ' .' Exterfor Research and Design, LLr— .. Wit f "n 03 GO n - END OF EVALUATION REPORT- .L-- -0WaIUathnIPl1epoAA&O1.G8-RZ2 EDITION (2017) FBC NON-HVHZ EVALUATION F1.10124-1120 GAF Asphalt Roof shingles Revision 22.09/20/2017 I Page 6 of 6