Loading...
HomeMy WebLinkAboutUNDERLAYMENTS TRI BUILT SHINGLEt, 41912020 L) 1X1S Home Lop in User Registration Hot Topics ba _ Product Approval _ r k#. USER: Public User Florida Building Code Online Submit Surcharge Stats & Facts Publications Contact Us BOS Site Map Links Search Product App,,L uy l Meru � Produa or Application Search a Applicatlen List - Applicarlon Detail FL #t 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 FL1604, -R6 Revision 2017 Approved Tri -Built Materials Group, LLC PD Box 70 Rutherford, N] 07070 (800) 516-1485 david, ru iz@tribu i Itmg. cam David Ruiz david . ru iz @!tri b u i Itmg . co m David Ruiz 250 Route 17 North East Rutherford, N] 07073 (201) 842-2449 david.ruiz@tribuiltmaterlaisgroup.com Roofing Underlayments Evaluation Report frorn a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. i(nezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F 16048 R6 COT 2017 01 C01 Nieminen, df S_Ondard ASTM D197€1 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https-.IApv'vw.floridabuilding.orglprlpr app_dU.aspx?param�wGEVXC�wtDgtFPmdYiNDWrwipmtAnRB"FiYHFk4FLCxcgVfRhfvMwOlp3d%3d 112 4/9/2020 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Florida Building Code Online Method 1 Option a 09/25/2017 10101/2017 10/03/2017 12/12/2017 EMadel, Humber or Name bes�ption TRI -BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI - Approved for use outside HVHZ- Yes BUILT UNDERLAYMENTa FL15+048-R6.pdf Impact Resistant: NIA 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 of Evaluation Reports foam -on the systems overtop the self -adhering underlayment FL 48 R6 AE 2017 09 FINAL_R TRI - For one particular application. See Eft Section 5.6.4 for details. -BUILT UNl7ERLAYMENTS FL16048-6 p Rdf 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes r Contact Us ;; 26131 5lair Stone Road, T�Raha55ee FL 32399 ane: 850-437-1824 The State of Florida is an AA/EEQ employer. Copyright 2007-2013 Slate of Florida.:; Privacy Statement ;; Accessirility statement;; Refunds 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(1), Florida Statutes, effective October 1, 2012, Licensees licensed under Chapter 455, F.S_ must provide the Department wrth an email address 9 they have one. The email5 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 click here. Product Approval ACcepbs; Credit Card Safe hops://www.floridabuilding.org/prfpr app_dtl.aspx?param-WGEVXQvADCtFPmdYiNLiWrwipmtAnR8jv9FiYHTk4FLCxogVtRhfvf Mw"%3d%3d 212 TRINITY ERD EVALUATION REPORT TRI -BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 252-9245 Evaluation Report A42960.10.12-116 FL16048-R6 Date of Issuance: 10/25/2012 Revision C: 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 Voiume. The products described herein have been evaluated for compliance with the 6t' Edition (2017) Florida Building Cade sections noted herein. DESCRIPTION: TRI -BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: 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 documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: 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. 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 1 through 6. Prepared by:. Robert J.M, Nieminen, P.E. Florida Registration No. 59156, Florida DCA ANEI983 yam^ •t-1r'r ..�'w: F'�''S '4'1 ��'��`5•`` The facsimilesea l appearing was a uthur¢ed by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electr©nically signed document. CEFrnWAXICIN OF INDEPENDENCE: t. Trinity I ERD 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] 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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the resigner 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. TRINITY ERD ROOFING COMPONENT EVALUATION: I. 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 a 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 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: EnEntity Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (T5T6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 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 815814 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 roof underlayment, with a 36 -inch sheet width; meets ASTM 171.970. 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 41970 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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 HVH2jurisdictions. 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, U.C. Evaluation Repo rtA42960.10.12-R6 Certificate of.4uthoriration #9503 6" EDITION (2017) FSC NON-HVHZ EVALUATION rL15048-116 TRI -BUILT Roof Underlayments, (800) 516-1485 Revision 6:09/25/2017 Page 2 of 6 TRINITY LRCS 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: TABLE 1: ROOF COVER OPTIONS UnderlaymentWood � Y Nail -On Tile Fvam-On7UeFmetalShv�es& Shakes Slate Shingles Tri -Built Sand -R SA ShingleUnderlayment Yes N° Nfo Yes Yes Tri -Built S/A HT TU YeS Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri -Built Smooth HT S/A Underlayment Yes N Na Yes Yes Yes 55.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATiONSI Adhesive Florida Product Approval Underlayments IUP Adhesives PolysetO AH -160 FL6332 Tri -Built S/A HT TU Underlayment Dow TileSondTl FL22525 Tri -Built 5/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 to: D Plywood; ASTM D41 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 gaup, 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 installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A FIT TU Underlayment or Tr) -Built Smooth FIT S/A Underlayment applied to: �, Dens Deck Prime; SECUROCK Gypsurn-Fiber Hoof 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 -ran the systems (Tri -Built 5/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 fn accordance with FM 4474, Appendix D or TAS 114, Appendix J. Refer t4 File Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Authorkation #9503 6' EDITION (2017) FBG NON-HVH2 EVALUATION FL1604E-R6 TRI -BUILT Roof Underlayments; (900) 516-14$5 Revision 6:09/25/2017 Page 3 of 6 TRINITY ERQ 5.6.3 Bond to Mechanically Attached Base Layer: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: > ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on the systems (Tri -Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of IFRSA/TRI April 2012 (04- 12). 5.6.4 Wine! Resistance for Underla ment S stems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underiayment systems beneath foam -on tile systems, where the underlayment 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 the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and 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 or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure= -45 0 nsf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #2 Maximum DesiiZn Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150.0 nsf: Deck: Min. 15/32 -inch APA -rated BCX plywood (may be installedC-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 FIT TU Underlayment, self -adhered, shall be thoroughly roll using hand railer 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= -50.0 osf: 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 5 -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 -Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate ofAurhorizution if35a3 6Y' EDITION (2017) FBC NON•HVHZ EVALUATION FL1604S-R6 TRI -BUILT Roof Underiayments, (800) 516-1485 Revision 6-.U9/Z5/Z017 Page 4 of 6 TRINITY 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 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 in accordance with F8C 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 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 2.2.1.0.1 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 Underlayment shall not be left exposed for longer than 180 -days after installation - 5.8 Tile Slippage Limitations (TAS 103 per FRSAfTRI April 2012 (04-12)): When loading roof tiles on the 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. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECKTILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10 -tile stack 6:12 Lugged Max. 10 -tile stack S: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 t r Underlayment 111 Lugged Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Aurhorizotion #9503 5" EDITION (2017) FBC NON-HVH2 EVALUATION FL16U48-R6 TRI -BUILT Roof Underlayments; (800} 516-1485 Revision 6: 04/25/2017 Page 5 of 6 TRINITY 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 debris prior to application, and prime the substrate (if applicable). 6.3 Trl-Built Sand -R SA Shin le Underly men# Tri -Built 5 A HT TU Underla meet or Tri -Built Smooth HT 5 A Underlayment: 6.3.1 Shall be installed in compliance 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, TRI -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 roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. 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 be minimum 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 and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications Tri -Built 5 A HT TU Underla merit only): Reference is made to FR5A/TRI April 2012 (04-121 Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -an 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 and staged in a manner that prevents the slippage and/or damage to the underlayment. See 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, MS 9. QUALITY AssURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancel tor@us.uLcom - END OF EVALUATION REPORT - Exterior Research and [design, LLC. Evaluation Report A42960.10.12 -R6 Certificate Of Authorization X3503 6' EDITION (2017) FBC NON-HVH2 EVALUATION 1`1=16048-R5 TR"UILT Roof Underlayments; (800) 516-1485 Revision 6: p9/25/2017 Page 6 of 6