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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSCANNED LUi rlp rmuniv i "iSw �" BCIS Hame 1 Log In User Registration Ho[ opi<s i SubmitSurcliarge Stars Fi Farts i I ublications I FBC Staff BCIS Site Map Uaks i Search I"it+iCid ^.:... (rig -ill � Product Approval USER:. Public User Rrroh;St a:;om::al Nlent, > erldu<Se. c:cn > A:?pkaiion L;<t > Application Detail x�ri,'i s4 yr°. 1 FL FL16048-R6 Application Type Revision Code Version 2017 Appiicatioh Status Approved THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Comments REQUIRED BY FIELD INSPECTORS THAT Archived MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070��I (800) 516-1485 L�l david.ruiz@tribuiltmg.com ST. LUCIE COUNTY g� p BUILDING DIVISION Authorized Signature David Ruiz REVIEWED FOR COMPLIAN �tjl david ruiz@tribulltmg.corrt REVIEWED BY � Technical Representative David Ruiz DATE c Address/Phone/Email 250 Route 17 North PLANS AND PERMIT MUST BE KEPT ON JOB East Rutherford, NJ'07073 SITE OR NO INSPECTIONS WILL BE MADE (201)842-2449 david.ruiz@tribuiltmaterialsgrou p.com Quality Assurance Re Address/Phone/Ernail Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i...I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Repot Florida License PE-59166 Quality Assurance ntity UL LLC Quality Assurance ontract Expiration Date 07/18/2020 Validated By ' John W. Knezevich, PE 11-1 Validation Checklist - Hardcopy Received Certificate of Ind'pendence Fi...t, ga£1 RG C_OT ?.OI7 01 CL'I !ieminen: tdf Referenced St a dard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 fRSA/TRI April 201.2 (04-1Z) 2012 UL1897 2012 Equivalence pf Product Standards Certified By I Sections from the Code CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FILE COPY Product Approval Method I Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/1017 Summary of Products I — FL # Model, N mber or Name Description 16048,1 1 TRI-BUILt Roof Underlayments Self -adhering, modified bitumen roof underiayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 IT 7 S 7' 09 INAs_ FR TRf- Approved for use outside HV : Yes FijfTI.T t3a1'7ERI..F{YNf3=�'TS Ell 1604S-R6.;x1f 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 oted herein pertains to use Evaluation Reports of foam -on tile systems overtop fie self -adhering FL16048 Ro AE 20:7 09 _ETL'AL_F_R 1 Rtr underlayment for one particular pplication. See ER Section RVll �N I fi; pY+7.E[i �- F�ntI48-R6.n 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. eaok nett Cont. ct Us.:: 2601'olalr Stone Road.Tallohossee Fi, 32399 Phone: 950-487-1824 The State or Florida is an AAME01ernployer. Cnnyrinht 2007-2013 State of Florida. ;: Privacy StatemenC :: Accessiblif y Statement :: Remind Statement Under Flodda law, email addresses an, ublic records. 11 you do not want your e-mail address released in response to a puviic-records request, do not send electronic mail to this entity. Instead, WilLact the fit, . by phone or by traditional mall. If you have any questions, pleasecontact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Stitutes, effective October , 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may he used for offitiai tumn—iratian with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pi ease provide the Department wkh a email address which ran be made available co the public. To determine if you area ficensee under Chapter 455,. F.S., please click here . - Product Approval Ac-pts: r credit Card Safe EXTERIOR RESEARCH & DESIGN, LLC. Certijrcate of Authorization #9503 3.53 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6 PO Box 70 FL16048-R6 Rutherford, NJ 07070 Date of Issuance;10/25/2012 (800) 516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Ru a 61G20-3 and the applicable rules and regulations governingthe use of construction materials in the State of Flori a. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the FII rida Building Code and Florida Building Code, Residential Volume. The products described herein have been ev luated for compliance with the 6"' Edition (2017) Florida Building Code sections noted herein. II DESCRIPTION: TRI-BUILT Roof LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation RI6port is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation chang s, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named lient constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assu ance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated CQde requirements with each Code Cycle.. ADVERTISEMENT: The Evaluation Report (Dumber preceded by the words "Trinity IERD 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 thi I entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available fo) inspection at thejob site at the request of the Building Official. This Evaluation Report consists of pagq's 1 through 6. Prepared by: ..._--�-^ "�`� _•�¢�'\M4N�s.. ,tom Robert J.M. Nieminen,P.E. '.JJJiq�u,.U�H`' The(aaimilc seal appearing was authorized by Rolx:rtNieminen, Florida Registration No. 59166, Florida 0 ANE1983 P.E. on us/25/2017. This does not serve as an etectronicaih signed document CERTWICATrON 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 dwned, operated of controlled by any company rnanufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not havel 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. INeither Trinity IERD 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. l TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underla ment Compliance Statement: TRI-BUILT oof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have I demonstrated compliance with the folIll�owing sections of the 6u' Edition (2017) Florida Building Cade 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 roperty Standard Year 1.504.3.1 Ind Resistance FM 4474 2011 1504.3.1 ind Uplift UL1897 2012 1504.6 celerated Weathering t�ysical ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Enti Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 12/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/20,14 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 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 543530.02.14-1-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 (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (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 r of 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 unde I ayment; 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 ioof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building lcade evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Reco Id 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 use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to c,irrent Approved Roofing Materials Directory for fireiratings of this product. Exterior Research and Design, LLC. i Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 I 6' EoITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 I TRI-BUILT Roof Underlayments; (800),516-1485 Revision 6: 09/25/2017 Page 2 of 6 0 5.4 TRI-BUILT Roof Underlaym specifically referenced withi Authority Having Jurisdiction prepared roof covering. 5.5 Allowable Roof Covers: TRINITY; ERD is may be used with any prepared roof cover where the product is FBC approval documents. If not listed, a request may be made 'to the it approval based on this evaluation comoined with supporting data for the ';' .,:.,. d _a �.,• ..._ .-: "`TAIiLEI RoOFC.OVERxQPI�UN`S s. .. ..-, .... -,. .�. _... ..., .. ....-. .. ...__ _.,... a I Underlayment Asphal I Nail -On Tile j i Foam -On Tile Metal Wood Shakes & Shingles Slate Shingles I Underlayment Yes No No No Yes Yes ' .._........_.__-_....... .. .. ... _...... ........ .._ Tri-Built S/A HT TU Underlayment Ye _-.._............... _.L Yes __.... Yes See 5.5.1 Yes Yes Yes _....................._.............. Tri-Built Smooth HT S/A Ye No No Yes Yes Yes Underlayment S_5.1 "Foam -On Tile" is Iimitedlto use of the following Approved tile adhesives / underlayment combinations. ' T/16LE11 ALLOWABLETtLEADfIESIVE%IINDERtAYMENTC01V1'SINAT[Ci[v15t Y ! _F,;..:'.• Adhesive Florida Product Approval I Underlayments ICP Adhesives Polysete AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond'" FL22525 i Tri-BuiltS/A HT TU U.iderlayment 5.6 Allowable Substrates: I 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shngle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applie to: Plywood; ASTM D141 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern1.61low Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends primithe deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materialsn Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installa ion of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA ishingle .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 unIder mechanically attached prepared roof coverings, insulation shall be attached per minimum require ents of the prepared roof covering manufacturer's Product Approval. For installations under foam-o❑ tiie 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 accordaince with FM 4474, Appendix D or TAS 114, Appendix J. i I I Refer to Tile Manufacturer's orlA dhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance, Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Cerdjrkate of authorization #9503 EDITION (2017) F8C NON-HVHZ EVALUATION rLiG048-AG TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 i 5.6.3 "I'll TRI ] RD Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: D ASTM D226, Type I or II f It. For installations under mec �hents. anically attached prepared roof coverings, base layer shall be attached per minimum codified require For installations under foam -on the systems (Tri-Built S/A HT TU Underlayment only), base ¢ayer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). I 5.6.4 Wind Resistance for Undel-lavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind up Ift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms art of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems th t 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, an 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 2012 (04-12), Appendix.A, Table 1A & FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 sf: Deck: Min. 5/32-inch plywood to meet project requirements to satisfaction of Authority Havi g Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built 5/A HT TU Underlayment, self -adhered. #2 Maximum Design Pres9Ure = -67.5 psf: Deck: Stru ttlral concrete to meet project requirements to satisfaction of Authority Having Juri diction. Primer: SoplIrema Elastocol 600c Underlayment: Tri-IBuiltS/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Mk 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project re uirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: PI wood shall be thoroughly cleaned to remove dust and debris that may inhibit a hesion. All sheathing fasteners shall be driven flush with the surface. All sharp 4inters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: �ri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand oller and/or weighted roller to ensure there are no voids, and ensure there are no oids/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: i Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) Iand 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-BuiltS/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 67M EDITION (2017) FBC NON-IIVI-IZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/2S/2017 Page 4 of 6 t�` M TRINffY ERV 5.6.4.1 For mechanically attached Ba�e Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. . Alternatively, the maximum Idesign 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 designs by a qualified design professional to resist the elevated pressure criteria. Commonly used methods. are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 17. 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. Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 3t-days after installation Tri-Built S/A HT TU Under, ayment shall not be left exposed for longer than 180-days after installation. When loading roof tiles c n the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These sl Ipe limitations can only be exceeded by using battens during loading of the roof tiles. 7. ?ABLE 2 I!E SLIPPAGE LIMITATIOyNS FOR DIRCrx DEGKTILE CNSTALLATIQN5 t tY i ,, , ,;,#„�s „ 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 r �� Exterior Research and Design, LLC. I Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 I e" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlaym, published installation requi specifics noted below. 6.2 • Re -fasten any loose decking to remove any dust and debt 6.3 Tri-Built Sand-R SA Shingle I Underlayment; 6.3.1 Shall be installed in comp 1507.1.1 for the type of pre 6.3.2 Non -Tile applications: While priming is optional, 1 cover is not slated for instal Apply sheet parallel to the ft of release film. Adhere the exposed part to Once the entire length of membranetight. Firmlyroi Horizontal seams should b inches and staggered not le TRI-BUILT Materials Group, When installing at slopes overlap area at the top of ti For Valleys and Ridges: Cut I over valley or ridge. Drape each direction. Forvaileys� 6.3.3 Tile Applications (Tri-Built 5 Reference is made to FF instructions noted above, For foam-od the applicati( fall outside the scope of F Tile shall be loaded an underlayment. See Tabh staging. 7. BUILDING PERMIT REQUIREMENTS: ERD 8 shall be installed in accordance with TRI=BUILT Materials Group, LLC nts subject to the Limitations set forth in Section 5 herein and the nels, and check for protruding nail heads. Sweep the substrate thoroughly prior to application, and prime the.substrate (if applicable). with the requirements for ASTM D1970 underlayment in FBC Table roof covering to be installed. UILT Materials Group, LLC recommends priming the deck if the final roof n within 24 hours. edge. Roll out approximately 10 ft of membrane and pee[ back the first 3 the substrate and unroll the remaining membrane as far as possible. ((membrane is in place, peel -off the release film diagonally while holding the I broom or hand -press the membrane into place to achieve a bond. minimum 3-inches, configured to shed water. Vertical seams should be 6- s than 2-ft from vertical seams in the course below, sealed in accordance with LLC requirements. bone 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the ie sheet at 12-inch o:c. underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet and press sheet into place, working from the center of the valley or ridge in apply thesheet starting at the lowest point and work upward. ;A/TRI April 2012 (04-12) installation Manual and Table 1 herein, using the s a guideline. is, reference is made to Section 5.6.4 herein for wind resistance limitations that SA/TRI April 2012 (04-12). staged in a manner that prevents tile slippage and/or damage to the 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314.) 57 Exterior Research and Design, LLC, Certificate ojAuthoriration #9503 k.chancellor@us.ul.com - END OF EVALUATION REPORT - Evaluation Report A42960.10.12-R6 e' EDiTION (20171 FBC NON-1-MiZ EVALUATION FL16048-1116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6