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HomeMy WebLinkAboutpeel and stick 2020Florida Building Code Online Page 1 of 2 "��.. � �. '�* t �� BCis Home Log 3n - User Registration Hot TaplcS � Submrt Snreharge Stats &Facts Publications � Conta� Us � �BC15 Site Map :� LiRits 5earsh �f III�2 1i r 5=-e P!'OdilCt ApPrOYaI IUSER: Puh#ic User !'�'%a.. Product Aonroval M2nu > Produd or Aoolication Search � Aoalication List � Application Detail FL # FL15048-R6 Application Type Revision Code Version 20I7 Application Status Approved Comments Archived Product Manufacturer Tri-Built Materials Croup, LLC Address/Phone/Email PO Box 70 Ruthertord, N] 0707D (B00) 516-14BS david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ru iz@tribui Itmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, N] 07073 (201) 842-2449 david.ruiz cC9tribui4tmateriaf5group.com Quality Assurance Representative Address/Rhone/Email Category RaoFng Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-5916fi Quality Assurance Entity UL LLC Quality Assurance Contract )=xpiration Date a6/29/2D23 Validated ay ]ohn W. Knezevich, PE Validation Checklist -Hardcopy Received Certificate of Independence Referenced Standard and Year {af Standard) Equivalence of Product Standards Certified By Sections from the Cnde FL1504 6 i]I 2017 O1 COI Nieminen. df Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12} UL 1897 Year 2015 2005 2011 2012 2D12 https:l/www.floridabuilding.org/pr/pr app_dt1.aspx?param�vvC7EVXQwtDgtFPtndYiND... 1fl/21I2020 Florida Building Code Online Page 2 of 2 Product Approval Method Oake Submitted Date Validated Gate Pending FBC Approval i]ate Approved Summary of Products Method 1 Opkian D a9/zs/2D17 iD/Di/za17 10/03/2017 12/12/2a17 Ft # Model, Number ar Name Description ifi048,1 TR1-BUILT Roo€ Underlayments Self -adhering, modified bitumen roof underlayments limits of Use Installation Instructions Approved far use in HYHZ: Na FL16D48 R6 iI 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UN6ERLAYMENTS FL16048-R6.Ddf Impact Resistant: N/A Verified By: Raberk Nieminen PE-59166 Design Pressure: � N/A/-150 Created ay Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on Lila systems overtop the self -adhering FL16a48 R6 AE 2017 09 FINAL ER TRI- underlayment for one part€cular application. See ER Section BUILT UNDERLAYMENTS FLiGo48-R6.odf 5.fi.4 far details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. back Next Contact U5 :: 2fi02 Blair Stone Road, Tallahassee FL 32399 Phone: SSn-487-1ffi4 The State of Florida is an AA/EEO employer. Coovrieht 2007-Z013 stale of Floritla.:: Privacy Statement :: Accesslbillri Statement :; Refund statement Under Florida law, email addresses are public records- If you do not want your a -mail address released in response to a public-remrds request, do not sentl a€ectronic mall to this entity, instead, comad the office by phone or by traditional mail. If you have any quesfmns, please contact $50.487.1395. *Pursuant to Section 455. Z75 (1), Florida Statutes, eftecdve Dctober 1. 2612, licensees ii[ensed under Chapter 455, Fs. must provide the Department with an email atltlress if they have one. The emails provided may be used for oFhciai communication with the Rcensee. However email addresses are public record. I€ you do not wish to supply a personal address, please provltle the Department with an email address which can be made availahle to the public. TO determine if you are a licensee antler Chapter 455, F.S., please click �. Product Approval Accepts; Credit Card Safe hops://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... IO121/2020 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09%25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12J2017 Summary of Products FL # iNadel, Number or Narne Description 16048.1 TRI-BUILT Roof Underlayments Seif-adhering, modified bitumen roof underlayments Limits of use Tnstaifativn Ins#ructions Approved fpr use in HViFlZ: Nn FLI6048 R6 2[ 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes SU1LT UNDERFnAYMENTS FL16fl48 R6.pdf Impact Resistant: N/A VeriFled By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Qther: 1.) The design pressure noted herein pertains to use Evaluation Reports of fnam-on the systems overtop the self -adhering FL16048 R6 AE 2017 09 FINA ER TRi- underlayment far one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6. df 5.6.4 for details. 2.) Re€er to ER Section 5 for other Limits of Created toy Independent Third Party: Yes Use. Back 3vext Contact Us :: 2661 Blair Stone Road, Talahassee FL 32399 - 8 -48 - The State of Florltla Is an AA/EEO employer. Cvvvriaht 2007-2d13 State of Flvridd.:: Privac Statemen :: Accessibility Statement :: Refund Statement llnder FVarfda law, email addresses are pvt7kic recortls. If you dv not want your a -mail address released in respvnSe tR apuhlic-retards request, do not send alectronlc mail to this entity. instead, contact the office by phone or by [ratli[4onal mail. Tf y0u have any questions, please contact 85Q.487. k395. 'Pursuant tv Section 455.275 (I], FlOritla Statutes, effective Octoher 1, 2912, Ucensees licensed under Chapter 0.55, F.S. must prevlde the f3epart[nerst with an email addRss if they have one. The emails provided may be used far official communication with the licensee. However email addresses are pub{ic record. If you do not wish to supply a personal address, please provide the f7epartmant with an email address which wn be made dvailahle to the puhlic. Tv determine if you era a licensee under Chapter 455, FS., please click �. Product Approval Accepts: ® =� Credit Card Safe https://www.floridabuiiding.org/pr/pr app_dtl.aspx?parazn=wGEVXQwtDgtFPmdYiND... 10/2�12420 EXTERIOR RESEARCH &DESIGN, LLC. Cerirf cote of Authorrzatron tf9503 353 CHRiSTIAN STREET, UNIT #13 OXFORD, CT 05478 (203] 262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6 PCi Sox 70 FL1604$-Rf Rutherford, NJ 07070 Date of Issuance:l0/25/2032 (800] 51b-34$5 Revision b: 09/25/2017 SGOPE: This Evaluation Report is issued under Rule b1G20-3 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 6�' Edition (2017] 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 COiVIPLIANCE: This Evaluation Report is valid until such time as the named products) changes, the referenced Quality Assurance documentation changes, or provisions of the Cade 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 � ERq requires a complete review of this Evaluation Report relative to updated Code requirements with each Cade Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity ERq 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 J.M. Nieminen, P.E. t=forido Registrotion No. 591fifi, Florida pCAANE1983 The facsimile seal appearing was authorized bg RoYiert Nieminen, P.E. on o9/25/2fi17. This dceS noY serve a5 an eteMronically signed document. CERTIFICAT1pN OF INDEPENDENCE: 1. TrinitylER© does not have, nor does it intend to acquire ar will it acquire, a financial interest in any company manu#aCturing ar distributing products it evaluates. 2. Trinity � ER13 is not awned, operated or Controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way, the i]esigner of Record far any project on which this Evaivatian Report, or previous versions thereof is/was used for permitting or design guidance unless retained specifically for that purpose. '�! TRINITY', Eito ROOFING COMPONENT EVALUATION: SCOPf 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 Bth 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 1544.3.1 Wind Resistance FM 4474 2011 15D4.3.1 Wind Uplift UL 1897 2012 15D4.6 Accelerated Weathering ASTiVI G155 2005 15D7.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D197D 2015 1507.3.3 Physical Properties FRSA/TRi April 2012 {04-12} 2D12 REFERENCE$: Enti Examination Reference Date ERD {TST6D49) Physical Properties 540540.02.13-1 02/19/2013 ERD {TST6D49) Physical Properties 540540.11.13 11/19/2013 ERD {TST6D49) Physical Properties 54054D.03.14 03/26/2014 ERD {TST5D49) Physical Properties 54487D.04.14-2 04/02/2014 ERD {TST6D49} Physical Properties 544$70.04.14-3 04/D2/2D14 ERD {TST6D49} Physical Properties 544$70.D4.14-1 04/10/2014 ERD {T5T6049) Physical Properties 54487D.fl4.14-4 04/10/2D14 ERD {TST6D49) Physical Properties 54353D.D2.14-1-R1 05/14/2D14 ERD (TST6D49) Physical Properties 54353D.45.14 05/28/2D14 ERD {TST6D49) Physicai Properties 540544.1D.14 1D/3i/2014 ERD {T5T6049) Physical Properties SC7645.02.15 D2/13/2415 ERD (TST6D49) Accelerated Weathering SC8520.04.15 D5/27/2015 ERD {TST6D49) Wind Resistance SC34D45.D5.17-R1 05JD7/2017 UL, TLC. {QUA9525) Quality Control Multipfie-Listing R15814 12/10/2015 UL, LLC. (QUA9525) Quality Control Service Confirmation Exp. 07/18/2020 4. P�tUDUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingie Underlayment is aself-adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underiayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is aself-adhering, non -woven polyester fabric surfaced, 5BS modified bitumen roof underiayment; meets ASTM D1970 and FR5R%fRl April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is aself-adhering, glass -max reinforced, film -surfaced, SBS modified bitumen roof underiayment; meets ASTM D197Q, 5. LIMITATIONS: 5,1 This is a building code evaluation. Neither Trinity�ER{) nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project an which this Evaluation Report, or previous versions thereof, is/was used far permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC IiVFiZ 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 besign, LLC. Evaluation Report A42960.10.12-R6 Cert�cate of Autharlxatiaa ff9S03 6T" EbITIQN (2017) FBC NON-HVHZ EVALUATIDN FL16048-R6 tRE-BUILt Roof Under[ayments; 180t7} 516-1485 Revision 6: 09/25/2017 Page 2 of 6 �l TRINITY I 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering, 5.5 Allowable Roof Covers: TABLE X: RODF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes &Shingles Slate Tri-built Sand-R 5A Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A � Yes No No Yes Yes Yes Underlayment 5.5.1 "foam -On Tile" is limited to use of the following Approved fife adhesives /underlayment combinations. TABLE lA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COlVIBINATIONSi Adhesive FEarida Product Approval Underlayments lCP Adhesives Polyset� AH-160 FLb332 Tri-Built S/A HT TU Underlayment Dow TileBand"'" FL22525 Tri-Built S/A i1T TU Underlayment 5.5 Allowable Substrates; 5.6.1 Direct -Bond to Deck: Tri-built Sand-R SA Shingle Underlayment, Tri-Built 5/A HT TU Underlayment or Tri-Built Smooth WT 5/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed 05B; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. White 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-BU}LT 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-Built Sand-R SA Shingle Underlayment, Tri-Bull# 5/A HT TU Underlayment or Tri-Built Smooth HT SJA 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 instailatians under foam -on the 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 ar TA5114, Appendix J. Refer to Tile Manufacturer's orAdhesrve Manufacturer's Florida PraductApproval for Overturning Moment Resistance Perforrrfance. Exterior Research and Design, LLC. Evaluation Report A42950.10.12-RG Certificate of Autharizat3on il9363 bY" EDITION 120171 FBC NON-FiVH2 EVALUATION FLi6048-R5 TRI-BUILT Rovf Underlayments; (800] 516-1485 Revision fi: 09J25/2017 page3af6 � TRfNITY' ERA 5.fi.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R 5A Shingle Underlayment, Tri-Suift S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied ta: ➢ ASTM D226, Type l or ll felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on file systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FR5A/TRI April 2012 (04- 12j. 5.6.4 Wind Resistance for Underlavment 5ystems in Foam -On Tile Applications: FR5A/TRI April 201i (04-12} does not address wind uplift resistance of all underlayment systems beneath foam -on file systems, where the underlayment farms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FR5A/TRI April 2012 (04-12} and are used in #oam-on file applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 201� (04-12}, Appendix A, Table 1A or FBC 1609 far determination of design wind pressures. #1 Maximum Design Pressure T -45.0 psf: Deck: Min. 15/3Z-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESiSTO EXTERIOR PRIMER Underlayment: Tri-Built 5/A WT TU Underlayment, self -adhered. #2 Maximum Desi n Pressure = -57.5 sf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol bl}Oc Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Desien Pressure = -150.q psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may 6e installed C-side up) to meet project requirements to satisfaction of Authority Waving Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESi5T0 EXTERIOR PRIMER Underlayment: Tri-Built 5/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roAer 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 5-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 anti Design, LLt. Evalua#ion Report A42960.10.12-Rfi Certificate of Authorizotio» #9503 6'" EDITION 12017} FBC NON-HVHi EVALUATION FL1fi048-RS 7Ri-BUILT Roof Underlayments; {I300} 516-i485 Revision 6: 09/25/2017 Page 4 of fi TRINITY '', 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/TRI April 2gi2 (04-12j, 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 i6Q9. In this case, Zones 2 and 3 shall employ an attachment density designed by a quaiiFred design professions[ to resist the elevated pressure criteria. CommoNy used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet i-29 and Roofing A{i`plication Standard RA5 117. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 [January 2018) for Zane 2J3 enhancements. 5.7 Exposure Limitations: Tri-Bui#t Sand-R SA Shingle Linder#ayment or Tri-Built Smooth HT S/A Underlayment shai! not be left exposed for longer than 30-days after installation Tri-Bui#t 5/A HT TU Underlayment shall not be left exposed far longer than i$Q-days after installation. 5.8 Tile 51i a e Limitations TAS 103 er FRSA TRI A rii 2012 04-12 When loading roof tiles on the Underlayment in direct -deck the assemblies, the maximum roof slope shai! be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE �: TILE SLIPPAGE LIMITATIONS FOR DIRECT-f�CK TILE INSTALLATIDNS Maximum Underlayment Tile Profile Staging Method Slope Flat Max. 11]-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max_ 10-tile stack (bottom 2-t'sle stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below] _ 1 l Tri-guilt 5/A HTTU Underlayment Lugged _'.�='_ -. -��:;, "i,�; �. ,� � _ - Exierior Research and Design, LLC. Evaluation Report A42960.14.12-R6 Certificate of Authorization Ji9S03 6'" EDITIDN {2017j FBC NDN-HVHZ EVALUATIDN FL16048-R6 TRI-BUILT Roo# Underlayments; (130Dj 516-1485 Revision 6: 09/25/20i7 Page 5 of 6 TRINITY ERD �i. INSTALLATION: G.1 TRI-BUILT Roo# Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subjEct to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any Ivvse 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 Shinl;le Underlavment. Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT 5/A Underlavment: 5.3.1 Shall be installed in compliance with the requirements for ASTM D197t7 underlayment in FBC Table 1507.1.1 far the type of prepared roof covering to be installed. 6.3.2 Non -Tile a lications: 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. (toll out approximately ip 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 passible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom ar 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 5- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT Ma#erials Group, LLC requirements. When installing at slopes above 8:12, TRl-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-incfit 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 paint and work upward. 6.3.3 Tile Applications {Tri-Built S/A HT TU Underlavment one: Reference is made to FRSA/TRI April 21}12 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -an the applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April z012 (04-12j. Tile shall be loaded and staged in a manner that prevents file slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order tv properly evaluate the installation of this product. $. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC—QtJA9625; {314) 578-3406; k.chancellar@us.ul.com - END DF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42968.10.12-R5 Certifxate of Authorization #9503 5'" EDITION j2017J FSf NON-tIVNZ EVALUATION FL15048-R5 TRI-BUILT Roof Underlayments;180U15i6-1485 Revision 6: 09/25/2017 Page fi of fi