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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSl� i I ,i 4 SC ANNEG � 'i4t^�yt,.t�'+�,! � rvlz��*S �� ¢�I'`�,°��ip ��-.3a�,�y�t^5 l0� ■ y-'`'=_� a4ti s�'� sfT(� a t ,� I�py�(� ,ail(, 6 �N.. . � f'IIWI n.II,k/ . I 8C15 Home ; Log in ' User Registration Hot TOPIcs i Submit Surcharge - Stars & Facts i Publications FSC Staff i DCIS Site Map Link. Scamh u i-. Product Approval b ! FUSER: Public User h 10: k .lr,7rc.a: ELIO > bra; :L<2. <ir Aotlh-kln' - As cir > n ' ion I let > Application Detail�— `DIVISION FL £�ak r FL'16048 R6 ST. LUCIE COUNTY BUILDING REVIEWED Application Type Revision FOR COMPLIANC REVIEWED BY Code Version 2017 DATE Application Status Approved PLANS AND M MUST BE K PT ON SITE OR NO INSPECTION(S) WILL MADE DE Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.ruiz@tribuiltmg.com Authorized Signature I David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative Add ress/ Ph one/Email I THESE PLANS AND ALL PROPOSED WORI Category Roofing ARE SUBJECT TO ANY CORRECTIONS Subcategory Underlayments REQUIRED BY FIELD INSPECTORS THAT Compliance Method Evaluation Report from Florida RC;Q' kyh1E'TM Ak'VAPPIJCABLE CODES. Florida Professional Engineer MAY BE NECESSARY IN ORDER TO neer i. J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Robert Nieminen Florida License I PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections fro,61 the Code :z. validation Checklist - Hardcopy Received Ft_tFQe6 4C� COf 2017 01 r01 i, ieminen,i)tif 5Am0prd ASTM D1970 ASTM G155 FM 4474 FiRSA/TRI April 2012 (04-12) UL 1897 ]gar 2015' 2005 2011 2012, 2012 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD i 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 12/12/2017 Summary of Products FL # Model, Number or Name Description 16048.1 1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use I Inslla tation Instructions Approved for use in HVHZ: No Fi_S604R R6 II 20I7 09 FINAL. ER TR1- Approved for use outside HVHZ: Yes AUTt7 t91q0ERi..AYMENTS 171. 6 ,4 -R-.Itdf 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 InIoted herein pertains to use Evaluation Reports of foam -on tile systems overtop Nie self -adhering _[�fAI TR',• underlayment for one particular Oppiication. See ER Section aTdj uN r P9 P'TS FL1,6 AY0 48-R6,r2df 5.6.4 for details. 2.) Refer to ERI ection 5 for other Limits of Created by Independent Third Party: Yes Use. Back Next I Contact: Us.:: 2601. Blair Stono Road,. Tallahassee FL 32399 Phone: 850-487-16N The State of Honda is an AA/EEO employer. Comrinht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e.mail addresses are public records. It you do not want your a+mall address released In response to a -public -records request, do not send electronic mall to this entity. Instead, WRLaCt the Nffice by phone or by traditional mall. If you have any questions, please :ontact 850.487.1395. `Pursuant to Section 455,275 (1), Florida Statutes, effective October 2012, licensees licensed under Chapter 455, F.S. most provide the Department with An email address If they have one. The emans provided may be used for official �nmmimication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department will, n email address which can be made available to the.pubk. To determine iryou are a licensee under Chapter 455, F.S., please cick here . Product Appr�oov�vaj�l Acts: (9cep Gfodit Card Safe EXTERIOR RESEARCH & DESIGN, LLC. ' . Certificate of Authorization #9503 �$ 3.53 CHRISTIAN STREET, UNIT ##13 iD OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6 PO Box 70 FL16048-116 Rutherford, NJ 07070 Date of Issuance.10/25/2012 (800) 516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 evalluated for compliance with the 6t" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof LABELING: Labeling shall be in accordanci with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation RE Quality Assurance documentation change this Evaluation Report by the named cli changes or the referenced Quality Assura Evaluation Report relative to updated Coc ADVERTISEMENT: The Evaluation Report nt advertising literature. If any portion of thl INSPECTION: Upon request, a copy of this e its distributors and shall be available for 1r ,ort is valid until such time as the named product(s) changes, the referenced or provisions of the Code that relate to the product change. Acceptance of nt constitutes agreement to notify Robert Nieminen, P.E. if the product ce documentation changes. Trinity I ERD requires a complete review of this requirements with each Code Cycle. nber preceded by the words "Trinity IERD Evaluated" may be displayed in Evaluation Report is displayed, then it shall be done in its entirety. tire Evaluation Report shall be provided to the user by the manufacturer or ,pection at the job site at the request of the Building Official. This Evaluation Report consists of pages 7 through 6. Prepared by: Robert J.M. Nieminen, P.E. •Ss�'r�' " �Jpq`�� 4.i•��' The facsimile sealappearing was authorized by Rubevi Nieminen, I Florida Registration No.59166, Florida DCAA�E1983 FX.on09/25/2017. This does not serve as anetectronicallysigned document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. 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 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 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. ', TRIM 1 ERD ROOFING COMPONENT EVALUATION: ) ' 1. SCOPE: 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 6u 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 1.504.3.1 Wirt1d Resistance FM 4474 2011. 1504.3.1 Willled Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: I Enti Examination Reference Date ERD (TST6049) P ysical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) P�ysical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/20.14 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (T5T6049) Physical Properties S,44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870-04.14-4 04/10/2014 ERD (TST6049) iPhysical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) ;Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) i Physical Properties S40540.10A4 10/31/2014 ERD (TST6049) I Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TSVv149) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA962S) Quality 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-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 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 roof underlayment; meets ASTM D1970.. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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. 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 current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 6" EDITION (2017) FBC NON-FIVfiZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments; (800).516-1485 Revision 6: 09/25/20.17 Page 2 of 6 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: ..•, � st:; �, "< �i .. _TABLEI ROOF�CA�VEiiOPjIUNS '�'' s ��4 ''fit , �; Underlayment I Asphalt I Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate ITri-Built Sand-R SA Shingle Yes No No No Yes Yes i Underlayment I Tri-Built 5/A HT TU Underlayment Yes Yes Yes See 5.5.1 Yes I Yes Yes Tri-Built Smooth HT 5/A Underlayment i Yes No No Yes Yes — Yes 5.5.1 "Foam -On Tile" is limited tQ use of the following Approved tile adhesives / underlayment combinations. d 4! TAeLE1A ALLO�fVABLETILEADHESIyE�LiNDERIAYNtENTCOMBfNATIOIV51 r ...ki ri _ _;<. ,,;t. . Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset4� AH-160 I FL6332 ! Tri-Built S/A HT TU Underlayment Dow TileBond'" I FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied tio: i� Plywood; ASTM D4a. primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow 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 Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installatioIn of the self -adhering underlayment. 5.6,2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle .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 under mechanically .attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile, 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 or TAS 114, Appendix J. 2 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductApproval forOverturning Moment Resistance Performance, Exterior Research and Design, LLC, Evaluation Report A42960.10.12-116 Cerriflcarc of Authorkation H9503 O' EDITION (203.7) F8C WON-HVMZ EVALUATION FLIG048-AG TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/2S/2017 Page 3 of 6 5.6.3 Tri-Built Sand-R SA Shingle U Underlayment applied to: ASTM D226, Type I or II fel For installations under meth minimum codified requirem Underlayment only), base la) 12). 5.6.4 does not address wind uplift the underlayment forms par underlayment systems that applications. Maximum De allowable wind loads, and rE per FBC 1504.9 has already t FBC 1609 for determination #1 ayment, Tri-Built S/A HT TU Underlayment or-Tri-Built Smooth HT S/A tally attached prepared roof coverings, base layer shall be attached per s. For installations under foam -on tile systems (Tri-Built S/A HT TU shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 'ment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) esistance of all underlayment systems beneath foam -on tile systems, where of the load -path. The following wind uplift limitations apply to direct -deck e not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile ign Pressure is the result of testing for wind load resistance based on ects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety !en applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or design wind pressures. Deck: Min. 15/52-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Builtl5/A HT TU Underlayment, self -adhered. #2 Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Primer: Soprerg'a Elastocol 600c Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered. #3 Deck: Min. 15/32-inch APA-rated BCX 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 PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand rolle i 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 Press6re=-60.0 Psf: Deck: Mina 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) andtin 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-Suitt S/A HTTU Underlayment, self -adhered. I Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate ofAurhorization N9503 '6TN EDITION (2017) FBC NON-HViQ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 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 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined irri accordance with FBC 1609_ In this case, Zones 2 and 3 shall employ on attachment density designed 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 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 TU Underlai+ment shall not be left exposed for longer than 180-days after installation. 5.9 Tile Slippage Limitations (T IS 103 per FRSA/TRI_Ap_ril 2D12 (04-12)): When loading roof tiles on1the underlayment in direct -deck tile 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. 2 TtE> S1IPPAGE LtMITATlONS FOR DIRE REQK TILEINSTALLAT3CtNS ' LE u I Maximum Underlayment Tile Profile j 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) r Tri-Built S/A HT TU ik4ik �; Underlayment Lugged M � _............ Il__ Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate ojAuthorization #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800).S16-1485 Revision 6: 09/25/2017 Page 5 of 6 , ` -' - ,9 d ; TRINITY 4 ERD 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 debrisl prior to application, and prime the.substrate (if applicable). 6.3 Tri-built Sand-R SA Shingle Underlavment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlavment: 6.3.1 Shall be installed in complia ce with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRII-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 roiof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. 6.3.3 Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, (broom or hand -press the membrane into place to achieve a bond. Horizontal seams should belminimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered 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 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 paper and center sheet over valley or ridge. Drape land press sheet into place, working from t`�e center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. Reference is made to FRWTRI April 2012 (04-12) installation Manual and Table 1 herein, using the instructions noted above asla guideline. For foam -on the applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded andl staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. j 7. BUILDING PERMIT REQUIREMENTS: I 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) 578-3406,� k.chancellor@us.ul.com Exterior Research And Design, I.I.C. Certificate of Authorization #9503 - END OF EVALUATION REPORT - 6" EDITION i2017i F5C NON-HVIiZ EVALUATION TRI-BUILT Roof Underiayments; (800) 516-1485 I i i Evaluation Report A42960.10.12-R6 FL76048-ft Revision 6: 09/25/2017 Page 6 of 6