The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENT4117/2018 FLORIOA 09PARTMONT OF Business& Professional Regulation BCIS Home I Log In I User Registration I Hot Topics d lodd Illiftk �� 19 Product Approval b r ER: Public User Product Appmval Menu > Product or App > App� FL # Application Type Code Version Application Status Comments Archived Product Manufacturer' Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who del 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 Florida Building Code Online T,h Publications FBC Stff BCIS Site Map Unk� Search 1�17 ,!Cip jbMAM� > Application Detail FL16048-R6 Revision -2017 . I I -ILE C*011F)VT Approved F RECEIVED Tri-Built Materials Group, LLC APR -2 4 2018 PO Box-.70 Rutherford, NJ 0700 ST. Lucie County, Permitting (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 ' david.ruiz@tribuiltmatdrialsgr?up.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E) Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE W Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI Nieminen.pd Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSArrRI April 2012 (04-12) 2012 UL 1897 2012 1/2 4/17/2018 Sections from the('., Florida Building Code OnR! Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1,c Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 �F 4j�# -umber or Name de" Description 71 ,16048 '4 frw BUI�T Roof Underlayments Self -adhering, modified bitumen roof Linderlayments Li"'of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 11 2017 09 FINAL ER TRI- Approve d for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.p f 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 tile systems overtop the self -adhering . FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particul lar application. See ER Section BUILT UNDERLAYMENTS FL16048-R6,p f 5.6.4 for details. 2.) Refer to ER Section 5 fbi� other Umits of Created by Independent Third Party: Yes Use. F..ck] P Contact Us :: 2601 131air Stone Road, Tallahassee FIL 32399 Phone: 850-487-1824 The State of Florida Is an AAJEEO em�loyer. r1l ht 2007-2013 State of Florida. :: Privacy Statement Accessibillim Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(t), Florida Statutes, effect[Ve'October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifthey have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: M-1 9q E Credit Card Safe https://flo�dabuilding.org/pr/pr�_appjtl.aspx?paraM--wGEVXQwtDqtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcqVtRhfvMw�/�3d�/�3d 2/2 QOTRINITYIERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 SCOPE: This Evaluation Report is issued under Rule 611320-3 an construction materials in the State of Florida. The docur-r P.E. for use of the product under the Florida Building products described herein have been evaluated for cor sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments; EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 ition Report A42960.10.12-116 F1,16048-116 Date of.issuance: IQ/25/2012 Revision 6: 09/25/2017 the applicable rules and regulations governing the use of ntation submitted has been reviewed by Robert Nieminen, ode alnd.Florida Building Code, Residential Volume. The Alance with the 6 th Edition (2017) Florida Building Code LABELING: Labeling shall be in accordance with the reqbirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid unt Quality Assurance documentation changes, or provisions i this Evaluation Report by the named client constitutes changes or the referenced Quality Assurance clocumenta� Evaluation Report relative to updated Code requirements such time as, the named product(s) changes, the referenced the Code that relate to the product change. Acceptance of greement to not!fV Robert Nleminen; P.E. if the product )n changes. Trinityl ERD requires a complete review of this Fith each C6cle Cycle. ADVERTISEMENT: The Evaluation Report number precede, 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 it's 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 I through 6. Prepared by: RZ Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nienninen, P.E. on 09/2512017. This does not seme as an electronically signed document. CERTIFICATION OF INDEPENDENCE: i 1. Trinity I ERD does not have, nor does it intend to acquire a 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 finan I cial 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 norkobert 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. I \JTRINFY�ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product C ategory: Roofing Sub-C . ategory: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials'Group, LLC,. have t 6th demonstrated compliance with the following sections of the Edition (2027) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations Conclitlo'ns of Use sd .. fforth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.11 Wind ORlift UL 1897 2012 1504.6 Accelerated Weathering ASTIVI G155 �005 1507.2.4 1507.1 d, 1507.2.9;2 Physical Properties ASTIVI D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 3. REFERENCES: kntfty 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 '03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6.049) 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 05/14/20i4 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 (TST6049) Accelerated Weathering SC8520.04.15 b5/27/2015 IERD (TST6649). Wind Resistance SC14045.05.17-Rl 06/07/2017 UL, LLC. (QUA9625) Qu'ality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) I Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION' . 4.1 Tri-Bullt 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 FRSA/TRI April 2012. 4.3 Tri-Built Smooth IHT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen r� of underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 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/was used for permitting! or design guidance unless retained specifically foe that purpose.' 5.2 This Evaluation Rep I Ort is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification i I s not part of this Evaluation Report; refer to current Approved, Roofing Materials Directory for fire ratings of this product. 1 .1 Exterior Research and Design, I.I.C. i Evaluation Report A42960.10.12-R6 Certificate ofAuthorization #9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 2 of 6 5.4 TRI-BUILT Roof Underlayments may be specifically referenced within FBC bpprova Authority Having Jurisdiction for approval b. prepared roof covering. 5.5: Allowable Roof Covers:, r_Nll� '\�TRINITYJERD ;ed with any prepa.red 'roof cover where the product is documents. If not'listed, a- reqUest'may be made to the ed on this evaluation combined With supporting data for the TABLE 1: R60F COVER OP71ONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri7liluiltSand-RSAShingle 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 'o Underlayment � Yes N I I I N Ye Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the follo%�ing Approve'dtile adhesives underlayment combinations. TABLE IA: ALLOWABLE TILE ADf ESIVE UNDERLAYMENT COMBINATIONS1 M Adhesive Florida Product Appr1oval Underlayments ICP Adhesives PolysetO AH-160 FL6332. Tri-Built S/A HT TU Underlayment Dow TiIeBond— FL22525 Tri-Built S/A HT TU Underlayment Allowable Substrates: f 5.6.1 )PLirect-Bond to Deck: �Tri-Built Sand-R SA Shingle Underlayment Underlayment applied to: > Plywood; ASTIVI D41 primed plywood; primed Southern Yellow Pine; ASTM D, While not required over plywood, OSB or S recommends priming the deck, if the final TRI-BUILT Materials Group,. LLC requires OSB prior to installation of the self-adherin 5.6.2. Bond -to -insulation: Tri-Builit S/A HTTI.I.-Underlayment or Tri-Built Smooth HT S/A ISB; ASTM D41 primed,OSB; Southern Yellow Pine; ASTM D41 primed s'tr'uctural concrete. ithern Yellow Pine substrates, TRI-BUILT Materials Group, LLC )of cover is not slated for installation within 24 hours. Note: ngue-and-groove board decking be covered with plywood or underlayment. Tri-Built Sdrid-R SA Shingle Underlaymeni S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: I > Dens Deck Prime; SECUROCK GypsumjFiber Roof Board. For installation under mechanically attached- prepared roof cove'r"Ings, insulation shall be attached per I minimum requirements of the prepared ro,of coveri ' ng manufacturer's Product Approval. For installations under foam -on tile systems (Tri-Built S/A . HT TU Uriderlayment only), insulation attachment shall be designed by a qualified design pr6fessionall and installed based,6n testing of the insulation/underlayment system in accordance with FIVI 4474, Appq I ndix D Or TAS 114, Appendix J. Refer to Tile Manufacturer's or Adhesive Manufacturer's Flo I rida Product Approvalfor Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certiftc�te of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Undelflaymients, (800) 516 . -1485 Revision 6:09/2S/2017 Page 3 of 6 `,,�TRINITYJ ERD 5.6.3 Bond to Mechanically Attached Base LaVer: Tk'-Built Sand-RiSA Shingle Underlay . ment, Tri-Built S/A HT TU Underlayment or T'rirBuilt 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 U16 systems (Tri-Buiit*S/A HT TU Underlayment oply),base layer shall be attachedper minimum requirements of FRSA/TRI April .2012 (04- 12). i i. 5.6.4 Wind Resistancel for Underlayment Systems in Foam -On Tile Applications: FRSA/TRl April 2012 (04-12) does not address' wind uplift resistance of all underlayment systems beneath foam-66- tile systems, where the underlaymen I t 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 l6ads, andrefle�ts the ultimate passing pressure divided by 2 (th , e 2 to I margin of safety per FBC 1504.9 h I as already been applied). Refeir to FRSA/TRl April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Designi Pressure= -45.0 p Deck: Min. 15/32-inch plywood to meet project requirements'tb satisfaction of Authority Having J�risclictio'n. Primer: (Optional) ASTM D41 or.kESISTO'EXTERi6R PRIMER Underlayment� Tri-Biiilt S/A HT TU 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 Underlayriient: , i,Tri-Bull t .1 S/A HT TU'Underlayment, self-adhbred. 43 Maximum Design Pressure= -150.0p Deck: Min. 15/32-in'ch APA-rated BCX plywood (may be installed C-side up) to meet project . requirements to satisfaction of Authority Having Jurisdiction. I ;� that may inhibit Deck Preparation: Plywood shall �be thoroughly 'Cleaned 'to remove 'dust and d6bri adhesion. All sheathing fasteners shall be -driven flush with the surface. All sharp splinters and wood projections shall beilr'emo'vecl/sandecl. 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'ps :, I . �1 i , I 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 cen ' ter of the sheet. Underlayment: T.ri-Built S/A HT TU Underlayment, self -adhered. I Exterior Research and Design, LLC. Evaluation Report A42960.10.127R6 Certificote ofAuihorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI- WILT Roof Underlayments; (800) 516-1485 Revision 6- , 09/25/2017 Page 4 of 6 "-� �TRINrry 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/TRI Apri 1 12612(04 -12). Appendix A, Table 1A. - Alternatively, the maximum design pressure, fc;r'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 qualifiedl design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI W'D1, 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: 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 Tri-Built S/A-HT TLI Underlayment shall,not be left exposed for longer than 180-days after installation. � I - . ' . 5.8 Tile SliDDage Limitations (TAS 103 Der �F[SAY , TRI ADril 2012 (0442)):� ' When loading roof tiles on the underlaymen I t in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitatio'nscan only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE WiTATiO'NS FOR DIRECT -DECK TILE INs-rALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-�fle 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 Exterior Research and De'sign, I.I.C. Evaluation Report A�42960.10.12-'96 Certfflcate ofAuthorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-k6 Tkl'-BUILT Roof Underlay, ments; (800) 516-1485 Revision 6:09/25/2017 1 Page S of 6 -,JTRINITYIERD 6. INSTALLATION: 6.1 TRI-BUILT Roof 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 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 UnderlaymentiTri-Built S/A'HT TQ UnderlaVment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be instnile d in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the I ppe of prepared roof cov . ering,to:be installed,. 6.3.2 Non -Tile appl* -ations: While priming is optionali TRI-BUILT Mateeials'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 filmi Adhere the expo sed part to the substrate and unroll the remaining membrane as far as, possible. Once the entire length of me. mbrane is in place, peel -off the release film diagonally while holding the membrane ti ' Firmly roll, bro'o m6r hahcl-pre'ss'tl�6 rnembrane into'place to achieve a bond. Horizontal. s a I s should be minimum 3-inches, configured to shed water. Vertical,s,eams should be 6- inches and stagg I ered 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 aeea ai the top of the sheet at 12-inch o.c. For Valleys and.kidges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge: Drape'an ' d press sheet into place, working f�om the center of the valley or ridge in each direction. '�o'r valleys a _RPlY the sheet starting at the lowest point and work upward. 6.3.3 Tile Appli�ationsi(Tri-Built:'S_/A HT. TLI Underlayment only): Reference is made to FRSA/TKI 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 20.12 (04-12). Tile shall lie loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. �ee Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, IVIS 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 A42960.10.12-116 Certificate qfAuthoriz6t ion #9503 EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116 TRI-liUILT Roof'Un&rlayTents, (800) 516-1485 Revision 6:09/2S/2017 1� . I Page 6 of 6