The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online 4V UO Hot Topics Submit Surcharge Stats & Facts Publications Contact Us C,S Site Mao Links Seam^ > Application List Refine Sea-h Code Version 2017 FL# 16048.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entit ALL Quality Assurance Entity Contract Expired ALL Product Model, Numbet or Name ALL Product Description ALL Approved for use in HV Z ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# ( Type Manufacturer validat By Status FL16048-R6 Revision Tri-Built Materials Group, LLC John W. nezevich, PE Approved History. FL#: FL16048.1 (954) 77 -6224 Model: TRI-BUILT Roof Underlayments Description: Self -adhering, modified bitumen roof underlayments Category: Roofing Subcategory: Underlayments *Approved by DBPR. Approval by DBPR shalt be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399. Phone: 850-487-1824 The State of Florida 3 an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Stat ment :: Refund Statement Under Florida law, email ad resses are public records. If you do not want your e-mail address released in response to a public-reco Js request, do not send electronic mail to this entity. Instead, c4 ntact the office by phone or by traditional mail, if you have any questions, please contact 850.487.139 . `Pursuant to Section 455.275(l ?, Florida Statutes, effective O ober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email a dress if they have one. The emails provided may be used for of icial communication with the licensee. However email addresses are public record. If you do not wish tc supply a personal address, piease provide the Department with an email address which can be made available to the public. To determine if you are a licensee under C iapter 455, ES., please click here Product Approval Accepts: Cfedi` Card Safe https://www,floridabuilding.org/pr/pr_app_lst.aspk 1 1/1 EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, N1 07070 (800)516-1485 EXTERIOR RESEAF Certificate c 353 CHRISTIAi' Evaluation Re Date of :H & DESIGN, LLC. Authorization #9503 STREET, UNIT #13 XFORD, CT 06478 (203) 262-9245 A42960.10.12-R6 FL16048-R6 ance:10/25/2012 on 6: 09/25/2017 SCOPE: This Evaluation Report is issu d under Rule 61G20-3 and the applicable rules and regulations go erning the use of construction materials in the S ate of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product u ider the Florida Building Code and Florida Building Code, Resider tial Volume. The products described herein ha e been evaluated for compliance with the 6th Edition (2017) Flor da Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof U derlayments LABELING: Labeling shall be i accordance with the requirements the Accredited Quality Assura ce Agency noted herein. CONTINUED COMPLIANCE: This Ev luation Report is valid until such time as the named product(s) chap, Quality Assurance documentat n changes, or provisions of the Code that relate to the product char this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, I changes or the referenced Qua ity Assurance documentation changes. Trinity) ERD requires a coml Evaluation Report relative to u dated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" rr advertising literature. If any p rtion of the Evaluation Report is displayed, then it shall be done in it! INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by ti its distributors and shall be ava table for inspection at the job site at the request of the Building Offic This Evaluation Report consists1of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, distributing products it evalu 2. Trinityl ERD is not owned, op 3. Robert Nieminen, P.E. does I which the evaluation reports 4. Robert Nieminen, P.E. does I product. 5. This is a building code evalu project on which this Evalua! specifically for that purpose. DCA ANE1983 The facsimile sea! apoearng was a P.E_ on 09/25/2017, This does not document does it intend to acquire or will it acquire, a financial interest in any :ed or controlled by any company manufacturing or distributing products it eva have nor will acquire, a financial interest in any company manufacturing or di being issued. have, nor will acquire, a financial interest in any other entity involved in the a es, the referenced ge. Acceptance of .E. if the product ete review of this Iy be displayed in entirety. manufacturer or al. led by Robert Nieminen, as an e!ectroNcaiiysigned manufacturing or ibuting products for process of the In. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Desigtr of Record for any Report, or previous versions thereof, is/was used for permitting or design gui nce unless retained ROOFING COMPONENT EVALUATH 1. SCOPE: Product Category: Sub -Category: Compliance Statement: demonstrated complian( in accordance with the f( Conditions of Use set for 2. STANDARDS: Section 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1, 1507.2 1507.3.3 3. REFERENCES: Entity ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sam modified bitu 4.2 Tri-Built S/A bitumen roof 4.3 Tri-Built Sm( modified bitu 5. LIMITATIONS: 5.1 This is a buildi Designer of Re used for permi 5.2 This Evaluation 5.3 Fire Classificat Directory for fii Exterior Research and Design, U.C. Certificate of Authorization #9503 0 Roofing Underlayment TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materiali Group, LLC, have with the following sections of the 6tn Edition (2017) Florida Building C de through testing lowing Standards. Compliance is subject to the Installation Requiremen s and Limitations / I herein. Property Standard ear Wind Resistance FM 4474 011 Wind Uplift UL 1897 1012 Accelerated Weathering ASTM G155 1005 1.2 Physical Properties ASTM D1970 015 Physical Properties FRSA/TRI April 2012 (04-12) 012 Examination Reference ate Physical Properties S40540.02.13-1 2/19/2013 Physical Properties S40540.11.13 1/19/2013 Physical Properties S40540.03.14 3/26/2014 Physical Properties 544870.04.14-2 4/02/2014 Physical Properties S44870.04.14-3 4/02/2014 Physical Properties S44870.04.14-1 4/10/2014 Physical Properties S44870.04.14-4 4/10/2014 15/28/2014 Physical Properties 543530.02A4-1-131 5/14/2014 Physical Properties S43530.05.14 Physical Properties 540540.10.14 0/31/2014 Physical Properties SC7645.02.15 2/13/2015 Accelerated Weathering SC8520.04.15 5/27/2015 16/07/2017 Wind Resistance SC14045.05.17-R1 Quality Control Multiple -Listing R16814 2/10/2015 Quality Control Service Confirmation xp. 07/18/2020 SA Shingle Underlayment is a self -adhering, glass -mat reinforced, and -surfaced, SBS n roof underlayment, with a 36-inch sheet width; meets ASTM D1970. TU Underlayment is a self -adhering, non -woven polyester fabric surf ced, SBS modified derlayment; meets ASTM D1970 and FRSA/TRI April 2012. h HT S/A Underlayment is a self -adhering, glass -mat reinforced, ilm-surfaced, SBS n roof underlayment; meets ASTM D1970. g code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. a , in any way, the ord for any project on which this Evaluation Report, or previous versi( ns thereof, is/was ing or design guidance unless retained specifically for that purpose. deport is not for use in FBC HVHZ jurisdictions. )n is not part of this Evaluation Report; refer to current Approved Roofing Materials ratings of this product. Evaluation R art A42960.10.12-R6 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 vision 6: 09/25/2017 Page 2 of 6 rLam r�i� 5.4 TRI-BUILT Ro Underlayments may be used with any prepared roof cover wh re the product is specifically referenced within FBC approval documents. If not listed, a request m be made to the Authority Havirig Jurisdiction for approval based on this evaluation combined with supl orting data for the prepared roof overing. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood S kes I Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shing les Slate Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes i Yes j I 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 tile adhesives / underlayme combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONSI Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH- 60 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'" FL22525 Tri-Built S/A HT TU Underlayment 5.6 5.6.1 5.6.2 Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-BI ilt Smooth HT S/A Underlayment 3pplied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellc w Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT M aterials Group, LLC recommends p iming the deck if the final roof cover is not slated for installation with 24 hours. Note: TRI-BUILT Mat rials Group, LLC requires tongue -and -groove board decking be cover with plywood or OSB prior to in allation of the self -adhering underlayment. Tri-Built Sand-F SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Bt ilt Smooth HT S/A Underlayment ipplied to: i Dens Deck rime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation sha I be attached per minimum requi ements of the prepared roof covering manufacturer's Product Approve . For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation a achment shall be designed by a qualified design professional and installed based on testing of the insula ion/underlayment system in accor ance with FM 4474, Appendix D or TAS 114, Appendix J. 1 Refer to Tile Manufacturer's Exterior Research and Design, LLC. Certificate of Authorization #9503 Manufacturer's Florida Product Approval for Overturning Moment Resi Evaluation Re 6'" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 -e Performance A42960.10.12-R6 FL16048-R6 Dn 6: 09/25/2017 Page 3 of 6 5.6.3 5.6.4 Bond to Mecha Tri-Built Sand- Underlayment ➢ ASTM D226 For installatior minimum codi Underlayment 12). Wind Resistant does not addre the underlaym underlayment applications. allowable wine per FBC 1504.E FBC 1609 for d, ln�iagkl" SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-B ilt Smooth HT S/A pplied to: Type I or 11 felt. under mechanically attached prepared roof coverings, base layer shill be attached per !d requirements. For installations under foam -on tile systems (T -Built S/A HT TU ily), base layer shall be attached per minimum requirements of FRSA417131 April 2012 (04- a for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI pril 2012 (04-12) ;s wind uplift resistance of all underlayment systems beneath foam -on ile systems, where nt forms part of the load -path. The following wind uplift limitations a ply to direct -deck ystems that are not addressed in FRSA/TRI April 2012 (04-12) and are L sed in foam -on tile Maximum Design Pressure is the result of testing for wind load r istance based on loads, and reflects the ultimate passing pressure divided by 2 (the 2 toll margin of safety has already been applied). Refer to FRSA/TRI April 2012 (04-12), App dix A, Table lA or termination of design wind pressures. Maximum Uesl n Fressure = -45.0 PST: Min. 15/32-inch plywood to meet project requirements to satisfz ction of Authority Deck: Having Jurisdiction. Primer: (Optional) ASTM D41 or RESiSTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Maximum Design Pressure = -67.5 sf: Structural concrete to meet project requirements to satisfaction Authority Having Deck: Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Deck: Deck Preparati( Primer: Underlayment: #4 Maximum Desh Deck: Base Sheet: Underlayment: Exterior Research and Design, U.C. Certificate of Authorization #9503 ,fessure = -IJU.0 PST: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side u ) to meet project requirements to satisfaction of Authority Having Jurisdiction. Plywood shall be thoroughly cleaned to remove dust and debri that may inhibit adhesion. All sheathing fasteners shall be driven flush with the urface. All sharp splinters and wood projections shall be removed/sanded. (Optional) RESISTO EXTERIOR PRIMER Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroug ly roll using hand roller and/or weighted roller to ensure there are no voids, and e sure there are no voids/bridging at side and end -laps. 'ressure = -OV.V PST: Min. 19/32-inch plywood to meet project requirements to satisf tion of Authority Having Jurisdiction. Soprema Sopra-G or Modified Sopra-G mechanically attached with rails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and I -inch o.c, in three, equally spaced rows in the center of the sheet. Tri-Built S/A HT TU Underlayment, self -adhered. Evaluation R ort A42960.10.12-R6 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 vision 6: 09/25/2017 Page 4 of 6 5.6.4.1 For mechanical y attached Base Sheet, the maximum design pressure for the selected a sembly shall meet or exceed that equired under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, tie maximum design pressure for the selected assembly shall meet or xceed the Zone i design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment de isity designed by a qualified design professional to resist the elevatei I pressure criteria. Commonly USEd methods are ANSI/SPRI WD1, FM Lass Prevention Data Sheet V29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limi tions set forth in Section 2.2.10. of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 en ancements. 5.7 Exposure Limit; itions: Tri-Built Sand- I SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlaymei t shall not be left exposed for lor ger than 30-days after installation Tri-Built S/A H TU Underlayment shall not be left exposed for longer than 180-days of er installation. 5.8 Tile Slippage Lit iitations (TAS 103 per FRSA TRI April 2012 04-12 : When loading roof tiles on the underlayment in direct -deck the assemblies, the maxim im roof slope shall be as follows. These slope limitations can only be exceeded by using battens during oading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope P Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack Lck 5,12 Max. 10-tile stack (bottom 2-tile shall be inverted, followed by 8 tiles high ( 6:12 j on slope, as shown below) i 3 Tri-Built S/A HT TU�tr Underlayment Lugged I d ^10h t Exterior Research and Design, LLC. Evaluation Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 A42960.10.12-R6 FL16048-P.6 on 6: 09/25/2017 Page 5 of 6 ERR 6. INSTALLATION: 6.1 TRI-BUILT Roo Underlayments shall be installed in accordance with TRI-BUILT Mz terials Group, LLC published instillation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any 1 )ose decking panels, and check for protruding nail heads. Sweep the SL bstrate thoroughly to remove any Just and debris prior to application, and prime the substrate (if applicabl ). 6.3 Tri-Built Sand-ft SA Shingle Underla ment Tri-Built S A HT TU Underla ment or Tri-Bi lilt Smooth HT S A Underla ment 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlay ent in FBC Table 1507.1.1 for thetype of prepared roof covering to be installed. 6.3.2 Non -Tile applic tions: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the d ck if the final roof cover is not sla ed for installation within 24 hours. Apply sheet pal allel to the roof edge. Roll out approximately 10 ft of membrane and p eel back the first 3 ft of release film. Adhere the exp sed part to the substrate and unroll the remaining membrane as far as ossible. Once the entim length of membrane is in place, peel -off the release film diagonall while holding the membrane tigh . Firmly roll, broom or hand -press the membrane into place to achieve 1 bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical s ams should be 6- inches and sta ered not less than 2-ft from vertical seams in the course below, sealed n accordance with TRI-BUILT MatE rials Group, LLC requirements. When installinE at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends ack-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 pap r and center sheet over valley or ridge. Drape and press sheet into place, working from the center of th valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upwar L 6.3.3 Tile Applications Tri-Built 5 A HT TU Underla ment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table I herein, using the instructions noled above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resista ce limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be I aded and staged in a manner that prevents tile slippage and/ damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published re juirements for tile staging. 7. BUILDING PERMIT REQUIR MENTS: As required by the Buildi ig Official or Authority Having Jurisdiction in order to properly evaluatE the installation of this product. 8. MANUFACTURING PLANTS Gulfport, MS 9. QUALITY ASSURANCE ENTI : UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Re 3ort A42960.10.12-R6 certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 R vision 6: 09/25/2017 Page 6 of 6