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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTProduct Manufacturer Address/Phone/Emall Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.ruiz@trlbuiltmg.com Authorized Signature I David Ruiz david.ruiz@tribuiltmg.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date ,Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By - David Ruiz 250 Route 17 North East Rutherford, N3 07073 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Lkensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nleminen PE-S9166 UL i_L.0 07/18/2020 John W: Knezevich, PE i< Validation Checklist - Hardcopy Received Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) .2012 UL 1897 2012 1/2 1/12/2018 Sections from the Code Budding Code Online Product Approval Method Date Submitted Date Validated Date'Pending FBC Approval Date Approved Summary -of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Nodel, Number or Name Description 16048.1 TRI-BUILT Roof Undei layments Seif-adhering, modified bitumen roof underiayments Limits of Use installation instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVH2: Yes BUILT UNDERLAYMENTS FL1608-116.odf Impact Resistant* N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other. 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on file systems overtop the self-adherng F6048 R_fi_ AE 2017 09 FINAL ER TRI- underlayment for one particular application. See', ER Section BUTT UINDERi AYMENTS F1.16048-116.0f 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. i Back Next Coned Us :: 2 I S%Ir Stone Road. TapahaSSW Fl. 32399 ➢hone: 850."7-1824 The State of Florida is an M/M employer. Cooyrtaht 2007-2013 State of Florida.:: Privacy Statement :: AccesWlity Statement :: Refund Statement Under Florida law, emaa addresses are public records. If you dolnot want your e-mail address released In response to a.publlc-records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional map. If you have any questions, please contact a50A87.1395. 'Pursuant to Section 05.275(1), Florida Statutes, cif I ve October 1, 2012, rwenoees licensed under Chapter 455, FS. must praWde the Department with an entail address If they have me. The emaits provided may, be used for of vial cornnu rilcad i with the licensee. However email addresses are public record. 9 you do not wish to supply a personal address, please provide the Department with an embed address can be made avadable to the pubfie To determine if you are a rxxnsee under Chapter 4S5, FS., please dick r e . ProduetApprovalAco citt t - Credd i *d Safe `JA QOTRI"TYIERD EVALUATION TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 SCOPE: This Evaluation Report is issued under Rule 61620-3 ar construction materials in the State of Florida. The docun P.E. for use of the product under the Florida Building products described herein have been evaluated for coi sections noted herein. EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.1012-R6 FL16048-R6 Date of Issuance:10/25/2012 Revision 6: 09/25/2017 the applicable rules and regulations governing the use of station submitted has been reviewed by Robert Nieminen, ade and Florida Building Code, Residential Volume. ' The ►liance with the a Edition (2017) Florida Building Code DEscRiPTIom TRI-BUILT Roof Underlayments I LABEUNG: Labeling shall be in accordance with the requirements the Accredited. Quality Assurance Agency noted herein. CONTINUED Compumm, 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 documentationlchanges. Trinity( ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvERTrAmENT: The Evaluation Report number preceded by the words "TrinitVI 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. INSPEMON: 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 si�e 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 DC4ANE1983 CERTWICATM OF iNDEPENOICE: L TrinitylERD does not have, nor does it intend to acquire or will it acqu distributing prodilcts it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufai 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will 'acquire, a financial interest product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Niem project on which this Evaluation Report, or previous versions hereof, is/v specifically for that purpose. The facsimile seal appoftwasauftritedbyRobertiOm bm. P.Lon09/25/2017. Thadmrictserveasane$ectroni®IIydgned dmnnem a financial interest in any company manufacturing or iring or distributing products it evaluates. any company manufacturing or distributing products for any other entity involved in the approval process of the i, P.E: are, In any way, the Designer of Record for any used for permitting or design guidance unless retained �TRIPIf'jYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Undedayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6ei 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 18V 2012 1504.6 Accelerated Weathering ASTM 6155 2005 2507.2.4/ 1507.1.1,1507.29.2 Physical Properties ASTM D1970 202S 1507.33 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCEs: Eaft Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2023 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD CM6049) Physical Properties S44870.04.14-2 04/02/2024 ERD (TST6049) Physical Properties S44870.04.14-3 .04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (f5T6049) Physical Properties S44870.04.14.4 04/10/2024 ERD (TST6049) Physical Properties S43530.02.14-1-R1 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 (TS7116049) Accelerated Weathering' SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-111 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 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; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and*RSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a selfadhering, glass -mat reinforced, modified bitumen roof underlayment; meets ASTM D1970. film -surfaced, SBS S. UMiTAT1on: 5.1 This is a building code evaluation. Neither TrinityJ 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 Report is not for tise 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, LLC n+ Evaluation ReportA42960.10.12-R6 COVIcale afAu&w Lwdae #96503 EDITION (2017) FBC N0N-HW9 EVALUgTIOJY FL16048-R6 TRI-BUILT Roof Uoderlayments, (mM 51G2485 Revision 6: 0945/20V II Page 2 of 6 SA - TRI-BUILT Roof Underlayrn ri4s I specifically referenced within FBC Authority Having Jurisdiction for ap prepared roof covering. 5.5 Allowable Roof Covers: '\�TRINITYIERD be used with any prepared roof cover where the product is roval documents. If not listed, -a request may be made to the al based on this evaluation combined with supporting data for the x , �r L tW" l 'n" .a'• ,.^s." ~- `, 'Sy * SE^ rY�; '• v r < �.- ✓_.- ,1 ° `d7 o i e,lJt cj Oc5 �.�c'�ti�'�c°Tri-Stfilt Sand-R SA Shingle 5.5.1 "Foam -On Tilers is limited to use of the Approved file adhesives / underlayment combinations. Adhesive 11 Florida Product Approval UndedaymeMs ICP, Adhesives, Polyset® AN-160 FL6332 Tri-Built S/A HT TU Underlayment Dow Tileflond"' FL2252S Tri-Built S/A HT TU Underlayment 5.6 5.6.1 5.6.2 Allowable Substrates: I Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Bull Underlayment applied to: ➢ Plywood; ASTM D42 primed plywood, OSB; AS primed Southern Yellow Pine, ASTM D41 prime While not required over plywood, OSB or Southern recommends priming the deck if the final roof c % TRI-BUILT Materials Group, LLC requires .tongue -a' OSB prior to installation of the self -adhering under) Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Bull Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roc For installation under mechanically attached prep minimum requirements of the prepared roof cover under foam -on tile systems (Tri-Built S/A HT TU designed by a qualified design professional and ins system In accordance with FM 4474, Appendix D or S/A HT TU Underlayment or Tri-Bul(t Smooth HT S/A TM D41 primed OSB; Southern Yellow Pine, ASTM D41 d structural concrete. Yellow Pine substrates, TRI-BUILT Materials Group, LLC er is not slated for installation within 24 hours. Note: nd-groove board decking be covered with plywood or iyment. J 2 Refer to rile Manufacturer's orAdheslve Manufacturer's Rorldo Product Exterior Researdi and Design, LLC./ CertLf of a of AudVillWoffN9M 6TM EDITION (2017) FBC NON.HVHZ EV TRI-BULT Roof Underhyments; (800) HT TU Underlayment or Tri-Built Smooth HT S/A r d roof coverings, insulation shall be attached per manufacturer's Product Approval. For installations iderlayment only), insulation attachment shall be .d based on testing of the insulation/underlayment j 114, Appendix J. Overturning Moment Resistance Performance. EvaluaBon Report A42960.10.12 R6- FL16048-R6 Revision 6: 09/25/Z017 Page 3 of 6 5.6.3 SAA #1 #2 TR.lNlTYJERD Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tei-Built Smooth HT S/A Underlayment applied to: ➢ ASTM�D226, Type I or If felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-ory the systems (Tri-Bunt S/A HT TU Underlayment only), base layer shall beattachedper minimum. requirements of FRSA/TRI April- 2012 (04- does not address wind'uplift resistance of the underlayment forms part of the load�� under(ayment systems that are not addres applications. Maximum Design Pressure all wind loads, and reflects the uitii per FBC 1SO4.9 has already been applied). FB,C 1609 for determination of design wind Maximum Design Pressure = -45 0 Dsf. Deck:. Min. 15/32-Inch plywoc Having Jurisdiction. Primer: (Optional) ASTM D41 or i Underlayment: Tri-BuiltS/A HTTU Undf Maximum Design Pressure = -67S Dsf Deck: Structural concrete to n Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Unde #3 Maximum Design Pressure = 50A Dsf: ns in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) all underlayment systems beneath foam -on the systems, where Path. The following wind uplift limitations apply to direct -deck sed in -FRSA/TRI April 2012 (04-12) and are used in foam -on tile is the result of testing for wind load resistance based on ate passing pressure divided by 2 (the 2 to 1 margin of safety Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or to meet project requirements to satisfaction of Authority EXTERIOR PRIMER it, self -adhered. Project requirements to satisfaction of Authority Having self -adhered. Deck: Min. 15/324nch APA-rated B& 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 be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PR11Y Underlayment: Tri-Built S/A HT TU Underlaymel roller and/or weighted roller to voids/bridging at side and end -laps #4 Maximum Design Pressure = -60 0 Dsf• I` Deck: Min. 19/32-inch plywood to mee Having Jurisdiction. Base Sheet. Soprema Sopra-G or Modified Sop and tin caps (FBC 1517.5.2) spaced equally spaced rows in the center c Underlayment: Tri-Built S/A HTTU Underlayment, Exterior Research and Design; LLC. CertYkvte of AuthodkWon #I!9503 6'" EDITION (2017) F8C NON-HVHZ EV, TRI-SUILT Roof tindabMents; (800y self -adhered, shall be thoroughly roll using hand ure there are no voids, and ensure there are no Project requirements to satisfaction of Authority mechanically attached with nails (FBC 1517.5.1) :h o.c. at the flinch laps and 6-inch o.c. in three, sheet. Evaluation ReportA4296 AM12-R6 FU6048-R6 Revision 6: 09/25/2017 Page 4 of 6 i TRIN1Vj 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 FRS"I April 2012 (04-112), Appendix A, Table IA. 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/SPRI 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 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: 5.8 Trl-Built Sand-R SA Shingle Underlayme6t or Tri-Bulk Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Bunts S/A Underla / ymerit shall not be left exposed for longer than 180-days after installation. When loading roof tiles on the underiaymerrt in dlrect-deck the 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. EX WM. Tile Profile I Underlayment Staging Method Maximum .0 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 "?:t Exterior Research and Design, LLC ` Evaluation Report A42960.10.12-R6 Certl/Icote of AuthorJzodoo aY9503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TR14NALTRoof Undeflayme Ar, (800) 5164I485 Revision 6:09/26/2017 Page 5 of 6 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall published installation requirements s specifics noted below. 6.2 Re -fasten any loose decking panels, an to remove any dust and debris prior to 63 Tri-Built Sand-R SA SKinele Underiffig Underlavment: 6.3.1 Shall be installed in compliance with 1507.L1 for the type of prepared roof 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT N cover is not slated for installation withi Apply sheet parallel to the roof edge. ft of release film. Adhere the exposed part to the substra Once the entire length of membrane membrane tight. Firmly roll, broom or Horizontal seams should be minimum inches and staggered not less than 2-ft TRI-BUILT Materials Group, LLC require When installing at slopes above 8:12, overlap area at the top of the sheet at: For Valleys and Ridges: Cut underiaymi over valley or ridge., Drape and press each direction. For valleys, apply the st 6.3.3 Tile ADDlications (Tri-Built S/A HT TU u V 1 KINITYIERD be.installed in accordance with TRI-BUILT Materials Group, LLC jbiect to the Limitations set forth in Section 5 herein and the d check for protruding nail heads. Sweep the substrate thoroughly application, and prime the substrate (if applicable). the requirements for ASTM D1970 underlayment in FBC Table overing to be installed. aerials Group, LLC recommends priming the deck if the final roof 24 hours. oil out approximately 10 ft of membrane and peel back the first 3 Reference is made to FRSA/TRI April 2 instructions noted above as a guideline. For foam -on the applications, reference is fall outside the scope of FRSA/TRI April 24 Tile shall be loaded and staged in a underlayment. See Table 2 herein, and staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority this product. S. MANUFACruitim PLANTS: Gulfport, MS 9. QUALITYASsURANCE ENTITY: and unroll the remaining membrane as far as possible. in place, peel -off the release film diagonally while holding the nd-press the membrane into place to achieve a bond. inches, configured to shed water. Vertical seams should be 6- )m vertical seams in the course below, sealed in accordance with UL, LLC — QUA9625; (314) 578-3406; k.chancelior@us - END OF EVI Exterior Research and Design, LLC. Ce Wjkaw ofAm%orkotfoo 99503 6P EDITION (2017) FBC T'R14HMLT Roof Underii i-BUILT Materials Group, LLC recommends back -nailing in the rich o.c. into 4 to 6 foot lengths. Peel the release paper and center sheet A into place, working from the center of the valley or ridge in : starting at the lowest point and work upward. (04-12) Installation Manual and Table 1 herein, using the de to Section S.6.4 herein for wind resistance limitations that (04-12). inner that prevents the slippage and/or damage to the BUILT Materials Group, LLC published requirements for tile Jurisdiction in order to properly evaluate the installation of REPORT - Evaluation Report A42960.10.12-R6 4Z EVALUATION FL16048-R6 (800) 516-1485 Revision 6: 09/25/2017 page 6 of 6