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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTr �. 8-CANNtU ri� BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats &Facts ( Publications ! FBC Staff t, BCIS Site Map Links Search i �Olida 10uProdct Approval (�Ii 11i USER. Public User Product Approval Menu > Product or Application Search > Apnlication List > Application Detail FL # FL16048-R6 Application Type Revliision Code Version 2017 Application Status Approved Comments I THESE PLANS AND ALL PROPOSED WORK Archived 12- ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Product Manufacturer Tri-Built Materials GMAYLEE NECESSARY IN ORDER TO Address/Phone/Email PO Box 70 COMPLY WITH ALL APPLICABLE CODES. Rutherford, NJ 07070 �800) 516-1485 ilavid.ruiz@tribuiltmg.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who develc 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 Sections from the Code David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 'eaml trl 3 (201)842-2449 david.ruiz@tribuiltmaterialsgroup,com 5- `7}L— ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCF� REVIEWED BY DATE r Roofing PLANS AND PERMIT MUST BE KEPT ON JOB Underlayments SITE OR NO INSPECTIONS) WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 U L LLC 07/18/2020 John W. Knezevich, PE E Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI Nieminen.odf Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL1897 2012 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE 00WkACT©R OR RECORD FILE COPY 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 I Description 16048.1 TRI-BUILT Roof Underlayments I 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 UNDERLAYMENTS FL16048-R6.Ddf 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 I E..1 48 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.Ddf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limi i of Created by Independent Third Party: Yes Use. Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want ypur 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 mad. 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 C�apter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. lowever 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 Accepts: Credit Cafd Safe BCIS Home ! Log In 1 User Registration i Hot Topics I Submit Surcharg a ~, b Approval rgT�Product :USER: Public User Product Aporoval Menu > Product or Application Search > Application Us f > A x FL # FL161 Application Type Revis Code Version 2017 Application Status Apprc 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 developed 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 Sections from the Code W Stats & Facts j Publications FBC Staff BCIS Site Map R� Links j Search Detail Tri-Bbilt Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800i�) 516-1485 david.ruiz@tribuiltmg.com David Ruiz daviI ruiz@tribuiltmg.com David Ruiz 250IRoute 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com U luation Report from a Florida Registered Architect or a Licensed ida Professional Engineer Evaluation Report - Hardcopy Received ert Nieminen U L' LLC 07/18/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI Nieminen.odf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 I Year 2015 2005 2011 2012 2012 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)262-9245' Evaluation Report A42960.10.12-R6 FL16048-R6 Date of Issuance: 10/25/2012 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 evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requiremi nts 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 thelCode 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 t i e words "Trinity l 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. 59155, Florida DCAANE1983 The facsimile seal appearing was authorized b Robert Nleminen, PP g Y P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity]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. 1 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 ilnterest in any other entity involved in the approval process of the product. 5. 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 for that purpose. i 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 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is sybject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.3.1 1504.6 1507.2.4./ 1507.1.1, 1507.2.9.2 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: Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970 FRSA/TRI April 2012 (04-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 S43530.02.14-1-R1 S43530.05.14 S40540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 2015 2012 Date 02/19/2013 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp. 07/18/2020 4.1 Tri-Built Sand-R SA Shingle Underlayment is al 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 i self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. I 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityIERD 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. I Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6"' 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 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 one this evaluation combined with supporting data for the prepared roof covering. I 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles I &Shingles Tri-Built Sand-R SA Shingle Yes No I No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes 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 / underlayment combinations. TABLE lA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENTCOMBINATIONS Adhesive Florida Product Approval I Underlayments ICP Adhesives Polyset® AH-160 FL6332 i Tri-Built S/A HTTU Underlayment Dow TileBond'"' FL22525 Tri-Built S/A HT TU Underlayment i 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: I Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ 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 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 installation of the self -adhering underlayment. I 5.6.2 Bond -to -Insulation: I 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; SECU ROCK Gypsum -Fiber Roof Board. For installation under mechanically attached jprepared 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. 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida'ProductApproval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 i TRINITYI ER® 5.6.3 Bond to Mechanically Attached Base Laver: 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. I For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU j Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment 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 tile ! 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 psf: 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 Design Pressure = -67.5 psf: Deck: Structural concrete to meetiproject 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 psf: . Deck: Min. 15/32-inch APA-rated I CX 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 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 psf: 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 -center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, U.C. i Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 I I QOTP,,INITYIERD 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 thle 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 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 I1-29 (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 FRSA/TRI 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 bi exceeded by using battens during loading of the roof tiles. Underlayment Tile Profile Staging Method Maximum 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 Exterior Research and Design, L-C. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-AVHZ EVALUATION FL16048-136 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 I