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Home My WebLink AboutPRODUCT APPROVAL ROOFING INDERLAYMENTWkuilding Code Online ft [i ws_ ,, _ � �. , https://www.floridi,- "ding.org/pr/pr app_dtl.aspx?param=wGEVX... BCLS Home I Login I User Registration Hot Topks Florida Product Approval USER: P•ubliic.User Product Aooroval Menu > Product or Apoiicatlon Search > f FL # Application Type Code Version Application Status Archived Product Manufacturer Address/Phone/Email Authorized -Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method [;Y -; � lit Surcharge I Stats & Facts I Publications I FBC Staff I BCLS Site Map Links I Search 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) Lq > Application Detail FL6U48�R6 Revision 0. Approved PO Box 70 Rutherford, NJ 07070 (800) 516-1485 ,davld.ruiz@tribuiltmg.com "Ruiz .ruiz@tribuiltmg.com d Ruiz Route 17 North Rutherford, NJ 07073 )' 842-2449' Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .Evaluation Report-.Hardcopy Received Nleminen 66 UL John WF Knezevich, PE „ Validation Checklist - Hardcopy Received ASTM D},970 ASTM G1155 FM 4474I FRSA/TRIApril 2012 (04-12) I •f ti iS r� .•y Year 2015 2005 2011 2012 2P 1 of 2 5/22/2018, 4:15 PM 'lorida Building Code Online https://www.floridab'-- '` ng.org/pr/pr app_dtl.aspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method �7t^:SerJ?mitt+vf Date Validated Date Pending FBC Approval Date Approved Cnmrr�e'v nF D�n•1n•4c Method's Option D 10/01/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof�Underlaymentsl' •'" s: Self=adhering, rrlodlfied tiitumeil oof�uiide+•{aymertts ,�-: me kec*�•,isa..i .n _l. ap.�; 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.pdf 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 pert ins to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See E Section BUILT UNDERLAYMENTS FL16048-R6.pdf 5.6.4 for details. 2.) Refer to ER Section 5 for oth a Limits of Created by Independent Third Party: Yes Use. Back Next Contact Its :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 8SO-487-1824 The State of Florida Is an ANEW employer. Coovriaht 2007-2013 State of Florida.:: PfyaCy Statement :: AccessibRy Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not v�ant your a -mail address released in response to a public -records request, do not send electronic mad to this entity, Instead, contact the-offimby phone or by. traditional mad If you haye-atry questions, please -contact 850.487.1395. *Pursuant to Section . -e5�.a:ayij;.cgirNa'�icCu2c3,.e(!�r'..tne;vGeVGcr i -cOe, raeuSecy �rce �ncvua�gec'cr'id{ne,-i»„r-.a.'rriiaG pry ive i7erieyniirr,eiie:n�:an tr�rcn:cvin��-r� 7ey;navr• one. The emails provided maybe used for official communicatlonjwlth 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 add ss which can be made available to the public. To determine If you are a licensee under Chapter 55, F.S., please click hem. Piroduct Approval Accepts: Credit Card Safe of 2 I 5/22/2018, 4:15 PM Q0TmN1TYJERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 SCOPE: This Evaluation Report is issued under Rule 610320-3 construction materials in the State of Florida. The docu P.E. for use of the product under the Florida Building products described herein have been evaluated for cI sections noted herein. DESCRIPTION TRf BUILTSRoof.Underlaymerits. LABELING: Labeling shall be in accordance with the rf herein. CONTINUED COMPLIANCE: This Evaluation Report is valid ul Quality Assurance documentation changes, or provision this Evaluation Report by the named client constitute changes or the referenced Quality Assurance document Evaluation Report relative to updated Code requiremen advertising literature. If any portion of the Evaluation R INSPECTION: Upon request, a copy of this entire Evaluatic its distributors and shall be available for inspection at th This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 OXFORD, CT 06478 (203)262-9245 nd the applicable rules and regulations governing the use of -nentation submitted has been reviewed by Robert Nieminen, Code and Florida Building Code, Residential Volume. The Impliance with the 6th Edition (2017) Florida Building Code irements the Accredited Quality Assurance Agency noted JI 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. TrinityJERD requires a complete review of this with each.Code Cycle. i'try °t te, nnaj s jajTjlljrj %-tvalua' eta" jtiay'xi uis{�isayei� arc port is displayed, then it shall be done in its entirety. I Report shall be provided to the user by the manufacturer or job site at the request of the Building Official. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or distributing.products it evaluates. aiiiiLy�L-1\ri.,t.9J3iU3::WWiiCN�.U}7Cl 3. Robert Nieminen, P.E. does not have nor will acquire, a financ which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financ product. 5. This is a building code evaluation. Neither Trinity I ERD nor R project on which this Evaluation Report, or previous versions + 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. vill it acquire, a financial interest in any company manufacturing or ryai-iai iaiiuiiT vi aiwulai�g-}�taxSutl�'iLxudTUdiea. al interest in any company manufacturing or distributing products for cal interest in any other entity involved in the approval process of the lbert Nieminen, P.E. are, in any way, the Designer of Record for any iereof, is/was used for permitting or design guidance unless retained ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing 'Sub -'Category: Underlaymeht Compliance Statement: TRI-BUILT Roof Underl "iiamnn 4t�at,v�.rn mrJ �:'a^fP u!i}}�.}hp fn77na+ in!* .4QrlFi in accordance with the following Standards. Coml Conditions of Use set forth herein. 2. STANDARDS: Section 1504.3:1 1504.3.1 1504.6 1SUla.4°/ISUf:1.1; 1SU/Z.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 Wea Physfcaf Propertf Physical Properti ,JTRINITY ERD ents, as produced by TRI-BUILT Materials Group, LLC, have rf thp-Sth.Frliluru� 1?.f�.77�,Flnru3a AliaiJctinn.f nrJp;thrni��h :tatting _ ce is subject to the Installation Requirements and Limitations / Examination Physical Properti s Physical Propertiels Physical Properties Physical Properties Physical Propertiels Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control 4.1 Tri-Built Sand-R SA Shingle Underlaymi modified bitumen roof underlayment, wit 4+2A {i4�r�Tr`rr BuiltSe AHT TUUnderlayment' i' a s bitumen roof underlayment; meets ASTM 4.3 Tri-Built Smooth HT S/A Underlaymer modified bitumen roof underlayment; me Standard Year FM 4474 2011 UL 1897 2012 ASTM G15S 2005 ASi'M Ul-9'1U ZU15 FRSA/TRI April 2012 (04-12) 2012 Reference Date S40540.02.13-1 02/19/2013 S40540.11.13 11/19/2D13 S40540.03.14 03/26/2014 S44870.04.14-2 04/02/2014 S44870.04.14-3 04/02/2014 S44870.04.14-1 04/10/2014 S44870.04.14-4 04/10/2014 543530.02.14-1-R1 05/14/2014 S43530.05.14 05/28/2014 S40540.10.14 10/31/2014 SC7645.02:15 02/13/2015 SC8520.04.15 05/27/2015 SC14045.05.17-R1 06/07/2017 Multiple -Listing R16814 ' 12/10/2015 Service Confirmation Exp. 07/18/2020 t is a self -adhering, glass -mat reinforced, sand -surfaced, SBS a 36-inch sheet width; meets ASTM D1970. f-adhering, non -woven polyester fabric surfaced, SBS modified 11970-and FRSA/TRI April 24012. is a self -adhering, glass -mat reinforced, film -surfaced, SBS :s ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) 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 unllyments; s retained specifically for that purpose. 4.7;. Thic.Fuab.tatinrt R,'Pnfl0. kan> fnc 1.l;ce: icy FEY(: R7' ii.triviu t:i,nrm. 5.3 Fire Classification is not part of this Evaation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503. 6T" EDITION (2017) FBON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Under(800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 5.4 TRI-BUILT Roof Underlayments may specifically referenced within FBC app Authority Having Jurisdiction for approi prepared roof covering. 5.5 Allowable Roof Covers: TRINITY I ERD be used with any prepared roof cover where the product is roval documents. If not listed, a request may be made to the ,�al based on this evaluation combined with supporting data for the TABLE '::ROOF COVER,OPTIONS --- ---- Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles I &Shingles Tri-Built Sand-R SA Shingle Underlayment Yes N No No Yes Yes Tri Built 5/ULKWAdUff Yes l nde�rlaymemt Ri Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A unaeriayment Yes. N. .. Na. PS Y. Yes. Yes. i (� 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332 I Tri-Built S/A HT TU Underlayment Dow TileBondT" 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 Underlaymen Underlayment applied to: oe Plywood; ASTM D41 primed plywood primed Southern Yellow Pine; ASTM( C While not required over plywood, OSB or rC{:(llii(id4i UJ` lFirfllil ' lftC"'UCI 1:Ir� kffC rIr'Id TRI-BUILT Materials Group, LLC requires OSB prior to installation of the self-adheri 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment Underlayment applied,to: El Dens Deck Prime; SECUROCK Gypsuml Fnr inctallatipn-iindnr marhanirally attar minimum requirements of the prepared rc under foam -on tile systems (Tri-Built S/i designed by a qualified design professiona system in accordance with FM 4474, Apper ' Fbfer to Tile Manufacturer's or Adhesve Manufacturer's Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 11 primed structural concrete. outhern Yellow Pine substrates, TRI-BUILT Materials Group, LLC f&ff LIUVt3' is irut srdie -fur'rfr.-,c r dC(Ver-" Wifiia,24 frUUr J. ItlUIC. Longue -and -groove board decking be covered with plywood or g underlayment. Exterior Research and Design, LLC. Certificate of Authorization #9503 6T" EDITION (2017) FBC TRI-BUILT Roof Underh Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A ber Roof Board. eo prepared rgpf .rnverinPs, inciilation. Shall he attarherl ner :)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 dix D or TAS 114, Appendix J. Product Approval for Overturning Moment F)sistanoe Fearformance. �r cLairiaiPorr Kepari:i9aZior?.3v:ic-r<o iZ EVALUATION FL16048-R6 (800) 516-148S Revision 6: 09/25/2017 Page 3 of 6 no JI RINITY I ERD 5.6.3 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 0226, Type I or if felt. For installations under mechanically a tached prepared roof coverings, base layer shall be attached per -.►tainim.um, modified --requirements. Fol� installations:_under<foam-on .tile systems {2Y.=8.0t "S(A W .TU Underlayment only), base layer shall b attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underla ment Sys ems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance lof 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/TRf AprifI= (04421 and are used in foam -on the applications. Maximum Design Press I re is the result of testing for wind load resistance based on allowable.win. d; loads, and -reflects the ultimate, passing."pressure-divided by 2- (tile.-: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 wi�d pressures. #1 Maximum Design Pressure = -45.0 psf: Exterior Research and Design, U.C. Certificate'of Authorizdtion #9903 6T" EDITION (2017) FBC TRI-BUILT Roof Underl, Deck: Min. 15/32-inch ply ood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTIVI D41 r RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU U derlayment, self -adhered. #2 Maximum Design Pressure = -fi3:5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600 Underlayment: Tri-Built S/A HT TU Un erlayment, self -adhered. #3 Maximum Design Pressure = -150.0 psf: Deck: Min. 15/32-inch APA-rat ed BCX plywood (may be installed C-side up) to meet project requirements to satisfa�Ftion of Authority Having Jurisdiction. Deck Preparation: Plywood shall be. thoroughly cleaned- to remove dust and- debris that may inhibit adhesion. All sheathirjg fasteners shall be driven flush with the surface. All sharp splinters and wood proJiections shall be removed/sanded. Primer: (Optional) RESISTO EXT RIOR PRIMER Underlayment: Tri-Built S/A HT TU Un derlayment, 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 a d end -laps. sf #4 Maximum Design Pressure = -60.0 p: I Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or M dified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517. .2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in t e center of the sheet. Underlayment: Tri-Built S/A H71 U Underlayment, self -adhered. Evaluation Report A42960.10.12-R6 iZ EVALUATION FL16048-R6 (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 5.6.4.1 5.7 5.8 v I RINIIYIERD For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/T I April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pr tssure 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 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. Asse I blies 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. Exposure Limitations: Tri-Built Sand-R SA Shingle Underlay ent or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after i stallation Tri-Built S/A HT TU Underfayment shall not be left exposed for longer than i8o-days after installation. When loading roof tiles on the underlaVment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations an only be exceeded by using battens during loading of the roof tiles. TABLE 2:TILE SLIPPAGE LIM TATIONS FOR DIRECT -DECK TILE INSTALLATIONS Maximum Underlayment Tile Pro le Stagih'g Method Slope Flat I Max. 10-tile stack 6:12 Luggedl 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) L �•- Tri-Built S/A HT TU "J Underlayment Lugged `i i I Exterior Research and Design, U.C. Evaluatiori Report A42966.io.12-R6 Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-116 TRI BU1LTRoof Unded lyments; (800) 516-1485 Revision .6: 09/25/2017 Page 5 of 6 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall published installation requirements specifics noted below. �l I RINIIYIERD be installed in accordance with TRI-BUILT Materials Group, LLC ubiect to the Limitations set forth in Section 5 herein and the 6.2 Re -fasten any loose decking panels, acid check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to lapplication, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlavment, Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment: 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 �overing 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 substra le and unroll the remaining membrane as far as possible. Once the entire length of membrane i� 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 f(om 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 1i-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 sF eet into place, working from the center of the valley or ridge in each direction. For valleys, apply the shgllet starting at the lowest point and work upward. 6.3.3 Tile Aoolications (Tri-Built S/A HT TU Under(avment onivl: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference it 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 al manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and jTRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: Jurisdiction in order to properly evaluate the -installation of UL, LLC —QUA9625; (314) 578-3406; k.chancellor@:J, '.ul.com - END OF LUATION REPORT - Exterior Research and Design, U.C. Certificate of Authorization #9503 6' EDITION (2017) FB NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-116 FL16048-R6 Revision 6: 09/25/2017 Page 6 of 6