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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSFlorida Building Code Qj% z e Page 1 of 2 N �eaxl�paaixrt'.vrav Business, & Professional Regulation BY ie County mitsurcharge . Stats&Facts Ob;e�' "Product Approval�.v, \z USER: Public User 1 e-i w i 3R$ v CEjVE® Z r1T� Ul `-li a C-�l. d 611 � , W n Mtj0 r j ((n ��i�c 0,�Onli>� 470 Ic 0 ` (j r rrr� r� 03 05 L p 0 M U) �0 D� v m d ! A I " n > ProtlJ�'Ar Aoolication Sear�.> FL # Nib Application pe Code Version ?err( Application S tu$T. Lucie Count Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative. Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1l Florida Engineer or Architect Name who del MHMme the Evaluation Reportp� Florida License !E+ Quality Assurance Entity Quality Assurance Contract Expiration Date M Validated By 0 Certificate of Independence Referenced Standard and Year (of Standard) 0 Equivalence of Product Standards Certified By Sections from the Code L19 > Application Detail FL16048-R6 Revision 2017 Approved 0 ,/ $-""� ' ��'I 1, ' J�aim" A mn Deltaf osRsabw(* raxra rcbPk Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ.07070 (800)516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (261) 842-2449 davld.ruiz@tribuiltmateriafsgroup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L1 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE R Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI NI minen Ddf Standard Year ASTM D1970 2015 ASTM G155 2005. FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL 1897 2012 https://www.floridabuilding.org/pr/pr_app_� 1/12/2018 Florida Building Code 0,71-ze I Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending .FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underiayments Limits of Use Approved for use in HVHZ: No Installation Instructions EL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes Impact Resistant: N/A BUILT UNDERLAYMENTS FL16048-116 odf Design Pressure: +N/A/-150 Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on file systems overtop the self-adher�ng underlaymentfor one particular application. See ER Section EL16048 R6 AE Z017 09 FINAL ER TRI- 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits BUILT UNDERLAYMENTS FL16048-R6 odf_ Use. of Created by Independent Third Party; Yes Back Next Contact Us :; 2601 Blair Stone Road Tallahassee Ft 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. 7- 01 Florida, :; Privacv Statement :: AccessibilityStatement.:; Refund Statement Under Florida law, email addresses are public records., If yo do not want your e-mail address released in response to apublic-records request, do not send electronic mall to this entity. Instead, contact the office by p one or by traditional mail. If you have any questions, please contact 850.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1,. 201 licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official mmunin catiowith'. the licensee.. However email addresses. are public record. If you do not wish to supply a personal address, please provide the Department withgn email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Accepts: SCCUri tVAIETRICS https://www.floridabuilding-org/pr/pr_app_dtl.aspx? ara1n=wGEVXQwtDgtFPmdYiND... 1/12/2018 _ g C�o \I TRINITY I ERD EVALUATION REPO TRI-BUILT Materials:Group, LLC PO Box 70 Rutherford, NJ 07010 (800) 516-1485 SCOPE: This Evaluation Report is issued under Rule 6m construction materials in the State of Florida. The P.E. for use of the product under the Florida Bi products described herein have been evaluated sections noted herein. DESCRIPTION: TRI-BUILT Roof U.nderlayments LABELING: Labeling shall be in accordance with the herein. CONTINUED COMPLIANCE: This Evaluation Report is valid Quality Assurance documentation changes, or provisic this Evaluation Report by the named client constitu changes or the referenced Quality Assurance docume Evaluation Report relative to updated Code requiremE ADVERTISEMENT: The Evaluation Report number prece advertising literature. If any portion of the Evaluation EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-116 FL16048-R6 Date of issuance:10/25/2012 Revision 6: 09/25/2017 and the applicable rules and regulations governing the use of :umentation submitted has been reviewed by Robert Nieminen, ng Code and Florida Building Code, Residential Volume. The compliance with the 6fh Edition (2017) Florida Building Code requirements the Accredited Quality Assurance Agency noted til such time as the named product(s) changes, the referenced of the Code that relate to the product change. Acceptance of agreement to notify Robert Nieminen, P.E. if the product tion changes. Trinity[ ERD requires a complete review of this with each Code Cycle. I by the words "Trinity l ERD Evaluated" may be displayed in fort 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. 59166, Florida OCAANE1983 CERTiricATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any cor 3. Robert Nieminen, P.E. does.nothave nor will acquire, a firn which the evaluation reports _are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a fin product. 5. This is a building code evaluation. Neither Trinityl ERD no project on which this Evaluation Report, or previous versioi specifically for that purpose The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document will it acquire, a financial interest in any company manufacturing or any manufacturing or distributing products it evaluates. vial interest in any company manufacturing or distributing products for cial interest in any other entity involved in the approval process of the tobert Nieminen, P.E. are, in any way, the Designer of Record for any thereof, is/was used for permitting or design guidance unless retained ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Und demonstrated compliance with the following se in accordance with the following Standards. Co Conditions of Use set forth herein. 2. STANDARDS: �l TRINITY I ERD layments, as produced by TRI-BUILT Materials Group, LLC, have ions of the 61h Edition (2017) Florida Building Code through testing pliance is subject to the Installation Requirements and Limitations / Section Property I 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 Prope I les FRSA/TRI April 2012 (04-12) 2012 REFERENCES: gniibf Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 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 S44876.04.14-1 04/10/2014 ERD (TST5049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) ERD (TST6049) Physical Properties Physical Properties S43530.02.14-1-R1 S43530.05.14 05/14/2014 ERD (TST6049) Physical Properti6Is S40540.10.14 05/28/2014 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Wea hering SC8520.04.15 05/27/2025 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R1.6814 12/10/2015 UL, LLC. (QUA9625) Qua Iky Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 TO- 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. Neithier Trinity] ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on wh�ch 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 FBCIHVHZ jurisdictions. 5.3 Fire Classification is not part of this Evalllllluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. I Exterior Research and Design, LLC EvaluationReport A42960.10.12-R6 Certiflcote of Authorizetion #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 i i \ TRINITY I ERA 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.OPTIDNS Underlayment Asphalt Shingles Nail f On Tile Foam -On Tile Metal Wood Shakes Slate & Shingles Tri-Built Sand-R SA Shingle Underlayment Yes INo No No Yes Yes Tri-Built S/A HT TU I Yes Underlayment Yes es See 5.5.1 Yes Yes Yes Tri_8uilt Siii'ooth:HT S/A = -- iUnder(aymerit i4Yes_. r o No "Yes` .7 Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / undprlavmpnt cnmhinntinne TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT•COMBINATION51 Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset° AH-160 FL633� Tri-Built S/A HT TU Underlayment DowTileBondT" F1.2258 Tri-BuiltS/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayme Underlayment applied to: Plywood; ASTM D41 primed plywoc primed Southern Yellow Pine; ASTM While not required over plywood, OSB o recommends priming the deck if the fin TRI-BUILT Materials Group, LLC require OSB prior to installation of the self-adhel 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayme Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsur For installation under mechanically atU minimum requirements of the prepared under foam -on the systems (Tri-Built 5 designed by a qualified design professioi system in accordance with FM 4474, App Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A I; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 )41 primed structural concrete. Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC I roof cover is not slated for installation within 24 hours. Note: tongue -and -groove board decking be covered with plywood or ng underlayment. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Roof Board. ad prepared roof coverings, insulation shall be attached per )f covering manufacturer's Product Approval. For installations HT TU Underlayment only), insulation attachment shall be and installed based on testing of the insulation/underlayment fix D orTAS 114, Appendix J. I 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment'Resistance Performance. Exterior Research and Design, U.C. Certificate of Authorization N9503 6'" EDITION (2017) FBCINON-HVH2 EVALUATION Evaluation Report A42960.10.12-R6 FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 TRINITY J ERD 5.6.3 Bond to. Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlay ent, 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 ttached 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 FRSA/TRI April 2012 (04- 12). 1 5.6.4 Wind Resistance for Underlayment S4stems 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. applieQd). 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 ply ood 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 U derlayment, self -adhered. #2 Maximum Design 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 us : Deck: Min. 15/32-inch APA requirements to satisi1 Deck Preparation: Plywood shall be the adhesion. All sheathe splinters and wood prc� Primer: (Optional) RESISTO EXl Underlayment: Tri-Built S/A HT TU L roller and/or weighte( voids/bridging at side z #4 Maximum Design Pressure = -60 0 psf: Deck: Min. 19/32-inch plywl Having Jurisdiction. . Base Sheet: Soprema Sopra-G or IV and tin caps (FBC 1517 equally spaced rows in Underlayment: Tri-Built S/A HT TU Unl ted BCX plywood (may be installed C-side up) to meet project tion of Authority Having Jurisdiction. )ughly cleaned to remove dust and debris that may inhibit fasteners shall be driven flush with the surface. All sharp actions shall be removed/sanded. R10R PRIMER derlayment, self -adhered, shall be thoroughly roll using hand roller to ensure there are no voids, and ensure there are no d end -laps. to meet project requirements to satisfaction of Authority iified Sopra-G mechanically attached with nails-(FBC 1517.5.1) 2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, e center of the sheet. rlayment, self -adhered. Exterior Research and Design, LLC. I Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6' EDITION (2017) FBCiNON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underl i yments, (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 5.6.4.1 For mechanically attached Base Sheet, or exceed that required under FRSA/T Alternatively, the maximum design I design pressure determined in accorc attachment density designed by a qui Commonly used methods are ANSI Application Standard RAS 117. Ass 1 Section 2.2.10.1 of FM Loss Prevention 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlay exposed for longer than 30-days after i Tri-Built:S/A HT TU Underlayment shal 5.8 Tile Slippage Limitations (TAS'103 per F When loading roof tiles on the underlE be as follows. These slope limitations tiles. TRINITY J ERD the maximum design pressure for the selected assembly shall meet 1 April 2012 (04-12), Appendix A, Table 1A. assure for the selected assembly shall meet or exceed .the Zone 1 ante with FBC 1609. In this case, Zones 2 and 3 shall employ an ilified design professional to resist the elevated pressure criteria. WRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing nblies marked with an asterisk* carry the limitations set forth in Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. or Tri-Built Smooth HT S/A Underlayment shall not be left not be left exposed for longer than 180-d6ys after installation. it in direct -deck tile assemblies, the maximum roof slope shall only be exceeded by using battens during loading of the roof %TABLE2 TILESLIPPAGE6,MITATIONSFORDIRECT.DECKTILEINSIALLATIONs , 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, LLC. Evaluation Report A42960.10.12-116 Certiflcate of Authorization #95o3 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-R6 TRI-BUILT Roof Underlayments, (809) 516-1485 Revision 6:09/25/203.7 Page 5 of 6 6. INSTALLATION: 6.1 TRI-BUILT Roof IUnderlayments shi published installation requirements specifics noted below.. 6.2 Re -fasten any loose decking panels, to remove any dust and debris prior ` 6.3' Tri-Built Sand-R SA Shingle Underlai Underlavrrient• 6.3.1 Shall be installed in compliance wi 1507.1.1 for the type of prepared roc 6.3.2 Non -Tile applications: While priming is optional; TRI-BUILT cover is not slated for installation wit Apply sheet parallel to the roof edge ft of release film.. Adhere the exposed part to the subsi Once the entire length of membrar membrane tight. Firmly roll, broom c Horizontal seams should be minimu inches and staggered not less than 2- TRI-BUILT Materials Group, LLC requ When installing at slopes above 8:1 overlap area at the top of the sheet a For Valleys and Ridges: Cut underlay over valley or ridge. Drape and pres each direction. For valleys, apply the 6.3.3 Tile Anolications (Tri-Built SIA HT TIJ Reference is made- to FRSA/TRI Al instructions noted above as a guideli For foam=on tile applications; refere fall outside the scope of FRSA/TRI Al Tile shall be loaded and staged underlayment. See Table 2 herein, staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY:. UL, LLC —QUA9625; (314) 578-3406 k.chan6 \l TRINITY I ERD I be installed in accordance with TRI-BUILT Materials Group, LLC subject to" the Limitations set forth in Section 5 herein and the nd check for protruding nail heads. Sweep the substrate thoroughly i application, and prime the substrate (if applicable). I the requirements for ASTM D1970 underlayment in FBC Table covering to be installed. Materials Group, LLC recommends priming the deck if the final roof tin 24 hours. Roll out approximately 10 ft of membrane and peel back the first 3 to and unroll the remaining membrane as far as possible. is in place, peel -off the release film diagonally while holding the hand -press the membrane into place to achieve a bond. 3-inches, configured to shed water. Vertical seams should be 6- from vertical seams, in the course below, sealed in accordance with TRI-BUILT Mater)als, Group, LLC recommends back -nailing in the 12-inch o.c. ent into 4 to 6.foot lengths. Peel the release paper and center sheet sheet into place, working from the center of the valley or ridge in heet starting at the lowest point and work upward. 2012 (04-12) Installation Manual and Table 1 herein, using the is made to Section 5.6.4 herein for wind resistance limitations that 2012 (04-12). a manner that prevents tile slippage. and/or damage to the I TRI-BUILT Materials Group, LLC published requirements for the Having Jurisdiction in order to properly evaluate the installation of - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 a EDITION (2017) FBC NON-HVH2 EVALUATION FL16048=R6 TRI-BUILT Roof nderlayments;(800).516-1485 Revision 6:09/25/2017 Page 6 of 6