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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSI 8cls Home Log In Use( Regtstrafion Hot Topics �ubmit 5""'.rar( le Stars & Fact, Publications F5C ct,,ff acls site Mop Link, Sar�� i Product Approval 'USER: Public User d b"" �'1-14�ckAu � Llcod�iAs-, Q.� FL 1 Application Type Code Version Application Status Comments Archived Product Manufact turer Add ress/Phone/Ernai I Authorized Signature Technical Representative AddreSs/Phone/Email Quality Assurance Representative Address/Phone/Erliall Category Subcategory Compliance Method !'loricla Engineer or Architect Name who de, 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 CerLified By Sections from the Code 1�_k � Application Detail FL16048-R6 Revision 2017 Approved 2P- c xA <--r-v R-4 c ST. LUCIE COUNTY BUILDING DWI C] REVIEWED Ful' "�OMPLIANC SION v Lj R L �4 OR COMPLIANC EVIEW&P Tri-Bullt Materials GroCKTIff. PO Box 70 PLANS AND —PERMIT MUST BE K 0 jOB Rutherford, NJ 07070S n rhlz�. (800) 516-11 485 ITE OR NO INSPECTION(S) WILL SE MADE david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuilti,ng.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073, (201) 8421-2449 david.ruiz@tribuiltmaterialsgroup.com Roofing Underlayments THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Evaluation Report from RE , QUIRED BY FIELD NSPETTORS THAT T E Florida Professional Engin DER TO L.� Evaluation Report - i-larMIRR14MITH ALL APPLICABLE CODES. Robert Nierninen PE-59166 UL LLC- 07/18/2020 John W. Knezevich, PE Validation Checklis-t Hardcopy Received �-()L-20 7 01 C01 51—aticlard ASTM D1970 ASTM G155 Ft-1 4474 FRSA/TRT April 2012 (04-12) UL 1897 YeAr- 2015 2005 7011 2012 2012 CONCEALED F ARE THE RS OR ATTACHMENTS 4SIBILITY OF THE t OR RECORD FILE COPY Product. Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01112017 Date Pending FBC Approval 10/03/2017 Date Approved 12112/2017 Summary of Products Model, Number or iName Description 16048.1 TRI-BUILT Roof Und�rlayments Self -adhering, modified bitumen roof underlayments Limitsof Use Installation Instructions Approved for use in HVHZ: No FL16()48 R() Tj 2017� n�q--jjjA_j_5l,' TRJ- Approved for use outside HVHZ- Yes _;R12^0 R- j,1f at_ffl1_ULN1QFpU 1 4 FZ6' Impact Resistant: N/A Verified By: Robert Niemirieri PE-S9166 Desl�n Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein eirtains to use Evaluation Reports of foam -on tile systerns overtop the seir-adhe ing L-L6048 R6 A,�!— underlayment for one particular application. S�e ER Section LA ivi .1 ..Tula Fuuua--umcif 5.6.4 for details. 2.) Refer to ER Section 5 for therl-imitsof Created by Independent Third Party: Yes Use. E9 Eig Crint.c.r. il, 26W l.f,.5jorie good, Tnllahas�eo FL 32399 Phone: 850-- , 4&7.182A 'D 'The State of rforidd is an AAJFFO employer. Cp rk ht 1007-2013 Stare of r1orida. :: Privacy SlaWmeh :: Axiassibility Statpmen :: RePogri Stitement Under Florida law, email addres,ses a, pubk records. If You a lot art your e I address released in response to a public -records request, (10 not:send electronic mail to this entity. Instead, contact the office try pho rie or cy raditiorial mail, 1, y questions, please contact 859,487.1395, �Pursuanc to Section 455,275 S-d you ave'" (1). Florida Statute�, effective October 1, 20U, licertsees.11ce sed! under Chapter 4�5, F.S. must prowide the Department with,ai email addrew ffithey have one. The entails provided may beused for official --miczficin wth I a licensee. liorover email addresses arc, public record. If you do not wish to supply a personal address, please pmvide lbe Department ith a. "'Inif which a. be matle available to the public, To dewrivins, !Pyciij .1. under Chap-, 411, in�s_ pfease clIck.hp.m. . ProductAppr—I Accepts: Crodiur,ard Safe ,ERD �,_3TRINI"'! i 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) 26M245 Evaluation Report A42960.10.12-R6 FL16048-R6 Date of Issuance; 10/2512012 Revision 6: 09/2512017 SCOPE: I This Evaluation Report is issued under Rule 6IG20-3 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 6 th Edition (2017) Florida Building Code sections noted herein. I DEscmpTiON: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. I CONTINUED COMPLIANCE: This Evaluation Report is va lid I Quality Assurance documentation changes, or provisia this Evaluation Report by the named client constit changes or the referenced Quality Assurance docum Evaluation ReporL relative to updated Code requirem ADvERTISEMENT: The Evaluation Report number prec advertising literature. If any portion of the Evaluation� INSPECTION: Upon request, a copy of this entire Evalua' its distributors and shall be available for inspection at This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acqui distributiing products it evaluates. 2. Trinity I ERE) is not owned, operated or controlled by any 3. Robert Nierrinian, P.E. does not have nor will acquire, a which the evaluation reports are being issued. 4. Robert Nierninen, P.E. does not have, nor wi tl acquire, a product. 5. This is a building code evaluation. Neither Trinityl ERD project on which this Evaluation Report, or previous ver specifically for that purpose. until such time as the named product(s) changes, the referenced ins of the Code that relate to the product change. Acceptance of tes agreement to notify Robert Nierninen, P.E. if the product ntation changes. Trinity I ERD requires a.complete review of this nts with each Code Cycle. ded by the words "Trinity I ERD Evaluated" may be displayed in Report is displayed, then it shall be done in its entirety. Jon Report shall be provided to the user by the manufacturer or the job site at the request of the Building Official. 71hebaimile seal appearing was autharited by Roinirt Nierninen, FX. on 09/2512017. This doe5 not serve asin electronii;ally sipned dmrnent. or Will it acquire, a financial interest in any company manufacturing or pany rnanufacLuring or disUibuting products it evaluates. ncial interest in any company manufacturing or distributing products for interest in any other entity involved in the approval process of the Robert Nieminen, P.E. are, in any way, the Desi.aner 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 Unc demonstrated compliance with the following s in accordance with the following Standards, C( Conditions of Use set forth herein. 2. STANDARDS: TRINITY ERD Aayments, as produced by TRI-BUILT Materials Group, LLC, have -tions of the 6 111 Edition (2017) Florida Building Code through testing Tipliance is subject to the Installation Requirements and Limitations / Section Property Standard Year 1.504.3-3. Wihd Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASfM G155 2005 1507.2.4 / 1507.1A, 1507.2.92 Physica I Prop arties ASTM D1970 2015 15073.3 Physical Prop arties FRSA/TRl April 2012 (04-12) 2012 3. REFERENCES: End Examination Reference Date ERD (TST6049) Physical Prop arties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Prop Brties S40540.11,13 11/19/2013 ERD (TST6049) Physical Prop 2riies S40540.03.14 03/26/2014 ERE) (TST6049) Physical Prop arties S44870.04,14-2 04/02/2014 ERD (TST6049) Physical Prop arties 544870.04,14-3 04/02/2014 ERD (TST6049) Physical Prop 2rfies S,44870�04,14-1 04/10/2014 ERD (TST60491 Physical Prop2rties S44870.04.14-4 04/1012014 ERD (TST6049) Physical Properties S�43530.02.14-1-Rl 05/1412014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Prop2rties S40540�10.14 10/3112014 ERD (TST6049) Physical Prop2rties SC7645.02.15 02/1312015 ERD (TST6049) Accelerated Weathering SC8520.04AS 05/27/2015 ERD (TST6049) Wind Resista ice SC14045�05.17-111 06/07/2017 UL, LLC. (QUA9625) Quality Contrbl Multipie-Listing R16814 12/10/2015 UL, LLC,(QUA9625) Quality Contr�l Service Confirmation Exp.0�/18/2020 4. PRODUCT DESCRIPTION' 4.1 Tri-Built Sand-R SA Shingle Underhyment is a seli-achering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof undeflayment with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built SIA HT TU Underlayment i� a self -adhering, non -woven polyester fabric surfaced SBS modified bitumen roof underlayment; meets ASTIVI D1970 and FRSA/TRI April 2012. 4.3 Td-Built Smooth HT S/A UnderlaVment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlaymeO meets ASTM D1970, r S. LIMITATIONS: 5.1 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 guidarx 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 thi I s Evaluation Report; refer to c,wrent Approved Roofing Materials Directory for fire ratings of this produpt. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116 Certificate ofAuthorization,#M3 6 Tki EDITION (2017) FSC NON-HVHZ EVALUATION F1.16046-116 TRHML� R..fbnderlayrnents; (800).516-1485 Revision 6: 09/n/2017 I Page 2 of 6 5.4 TRI-BUILT Roof Underlayments ma specifically referenced within FBC a Authority Having Jurisdiction for appi prepared roof covering. 5.5 Allowable Roof Covers: ERD RINITY1 be used with any prepared roof cover where the product is -oval documents. If not listed, a. request may be made to the at based on this evaluation combined with supporting data for the Asphalt Underlayment Shingles Na I -On Tile Foarn-bn rile Metal Wood Shake, & Shingles St. te Tri-Built Sand-R SA Shingle Yes Underlayment ......... . .............. ... . No ...... ........ ............... ... No ........ - .................. . . ....... . ...... No Yes Yes Tri-Built S/A HT TU Underlayment Yes ... ........... ..... . ..... .. . ....... ......... Tri-Built Smooth FIT S/A Yes -nent .......... . ................... . . ............. . ..... Yes No Ye� See 5.5.1 No Yes yes Yes Yes Yes Yes 1 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. I W L Adhesive Florida Pro4t Approval I Underlayments ICP Adhesives Polyset� AH-160 FL631�32 Tri-Built S/A HT TU Underlayment Dow TIIeBondT FI_22�25 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Buiit Sand-R SA Shingle Underlay ent, Tri-Built S/A HT TU Underlayment orTri-Built Smooth HT S/A Underlayment applied to: > Plywood; ASTM D41 primed ply oo ; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; M 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 I final roof cover is not stated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC req ires 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.Underla I ent, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ,o> Dens Deck Prime; SECUROCK Gyp Lim -Fiber Roof Board, L For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepar2d roof covering manufacturers Product Approval. For installations Under foarn-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 FIVI 4474, �ppenclix D or TAS 114, Appendix J. I Refer to Tile Manufacturer's or Adhesive Exterior Research and Design, U.C. Certifirate OfAUthofkation #9503 Florida ProductApprovalfor Overturning Mornept Resistance Performance. Evaluation Report A42960.10.12-R6 ef EDITION f201 ) F3C NON-HVHZ EVALUATION FLIG048-AG T1 �Inderlayments; (800) S16-1485 Revision 6: 09/25/2017 1 Page 3 of 6 5.6.3 5.6.4 Tri-Rullt Sand-R SA Shingle Un Underlaymen,t applied to: > ASTM D226, Type I or 11 felt. \,"JTRINITY I ERD Tri-Built S/A HT TU Underlayment or-Tri-Built Smooth HT S/A For installations under mechanically �ttached prepared roof coverings, base layer, shall be attached per minimum codified requirements. For installatio , ns under foam -on tile systems (Tri-Bmilt S/A HT TU Underlayment only), base layer shall e.attached per minimum requirements of FRSA/TR1 April 2012 (04- 12). does not address wind uplift resistan( the underlayment forms part of the I underlayment systems that are not a( applications. Maximum Design Pre allowable wind loads, 'and reflects th( per FBIZ 1504.9 has already been appl FBC 1609 for determination of design #1 Maximum Design Pressure= -45.0 psf: Deck: Min. 15/32-inch pl, Having Jurisdiction. Primer: (Optional) ASTM DZI Underlayment: Tri-Built S/A HT TU #2 Maximum Design Pressure= -67.5 ps Deck: Structural concrete Jurisdiction. Primer- Soprem,a Elastocol 6 Underlayment: Tri-Built S/A HT TU 1 #3 Maximum Design Pressure = -150.0 ps Deck: Min. 15/32-inch AP, requirements to sati Deck Preparation: Plywood sha if be t adhesion. All sheai splinters and wood � Primer: (Optional) RESISTO E Underlayment: Tri-Built S/A HT TU roller and/or weigh voids/bridging at sid #4 Maximum DesiRn Pressure = -60.0 Dsf: Deck: Min. 19/32-inch pl� Having Jurisdiction, Base Sheet.. Soprema Sopra-G oi and tin caps (FBC,15 equally spaced rows Underlayment: Tiri-Built S/A HT TU I ;tems in.Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) ! of all underlayment systems beneath foam -on tilesystems, where ad -path. The following wind uplift limitations apply to direct -deck tressed in FRSA/TRI April 2012 (04-12) and ate used in foam -on tile ;ure is the result of testing for wind load resistance based on ultimate passing pressure divided by 2 (the 2 to I ma�gln of safety �d). Refer to FRSA/TRI.April 2012 (04-12), Appendix,A, Table 1A ot tind pressures, to mieet project requirements to satisfaction of Authority or RESISTO EXTERIOR PRIMER nderlavnient. self -adhered. meet, project requirements to satisfaction of Authority Having self -adhered, -rated BCX plywood (may be installed C-side up) to meet project faction of Authority Having Jurisdiction, oroughly cleaned to remove dust and debris that may inhibit iing fasteners shall be driven flush vOth the surface. All sharp -ojections shalt be removed/sanded. .TERIOR PRIMER Underlayment, self -adhered, shall be thoroughly rail using hand �d roller to ensure there are no voids, and ensure there are no and end -laps. to meet project requirements to satisfaction of Authority Modified Sopra-G mechanically attached with nails (FBC 1517.5,1) 7.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, n the center of the sheet. nderlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate ofAuthorization &9503 .611wi,EDITION (2017) SC NON-14VIlZ EVALUATION �1.16048-116. TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/20.17 I Page 4 of 6 5.6.4.1 For mechanically attached Base Shee or exceed that required under FRSA/' Alternatively, the maximum design f design pressure determined in accoi attachment density designed by a q Commonly used methods are ANS Application Standard RAS 117. Ass Section 2.2.10.1 of FM Loss Preventili: 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underla exposed for longer than 30-days afte Tri-Built S/A HT TU Underlayment sh 5.8 Tile Slippage Limitations (TAS 103 pe When loading roof tiles on the undei be as follows. These slope limitatioi tiles. TRINITYlERD i the maximum design pressure for the.selected assembly shall meet 'Rl April 2012 (04-12), Appendix A, Table 1A. ressure for the selected assembly shall meet or exceed the Zone 1 dance with FBC 1609. In this case, Zones 2 and 3 shall employ an 'i'i ed design professional to resist the elevated pressure criteria. PRI W02 ' FM Loss Prevention Data Sheet 1-29 and Roofing IT blies ma rked with an asterisk* carry the limitations set forth in Data Sh eet 1-29 (January 2016) for Zone 2/3 enhancements. ,ment or Tri-Built Smooth HT S/A Underlayment shall not be left installation 11 not be left exposed for longer than 180-days after installation. ISA/TRI April 2012 f04-12)): jimi-it in direct -deck tile assemblies, the maximum roof slope shall can only be exceeded by using battens during loading of the roof AB LEr' ej 41 1- Maximu Underlayment Tile P�ofile Staging Method Slope Flat Max. 20-tile stack .6:12 Lugded Max. 10-tile stack 5:12 Max. 10-tile stack (bott tom 2-tile stack shall be inverted, followed by 8 files high 6:12 on slope, as shown below) ne. Tri-Suilt S/A HT TU Underlaynient Lugo d . . . . . . 1� . .... Exterior Research and Design, LLC. Evaluation Report A42960.10.12-RG CertifiCate OfAuthorization #9503 eo EDITION (2017) F8C NON-IAVHZ EVALUATION FL16048-R6, TRI-BUILT Roof Underlayments; (800)1516-1485 Revision 6: 09/25/2017 1 Page S of 6 6. INSTALLATION:, 6.1 6.2 'TRINITY ERD TRI-BUILT Roof Underlayments sha I 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. Re -fasten any loose decking panels, � nd check for protruding nail heads, Sweep the substrate thoroughly to remove any dust and debris prior o application, and prime the, substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underla Underlayment; 6.3.1 Shall be installed in compliance A 1507.1.1 for the type of prepared ro 6.3.2 Non -Tile applications: While priming is optiona * 1, TRI-SUIL7 cover is not slated for installation wi Apply sheet parallel to the roof edg ft of release film. Adhere the exposed part to the sub! Once the entire length of membra membrane tight. Firmly roll, broom Horizontal seams should be minim, inches and staggered not less than , TRI-BUILT Materials Group, LLC req When installing at slopes above 8: overlap area at the top of the sheet For Valleys and Ridges: Cut underla over valley or ridge. Drape and pre each direction. For valleys, apply th 6.3.3 Tile Applications (Tri-Built S/A HT TI Reference is made to FRSA/TRI P instructions noted above as a guide For foam -on tile applications, refer( fall outside the scope of FRSA/TRI il Tile shall be loaded and staged underlayment. See Table 2 hereir staging. 7. BUILDING PERMIT REQUIREMENTS' As required by the Building Official or this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY.- U L, LLC — QU A9625; (314) 578-3406; HT i the requirements for ASTIVI D1970 underlayment in FBC Table covering to be installed. Materials Group, LLC recommends priming -the deck if the final roof iin 24 hours. Roll out approximately 10 ft of membrane and peel back the first 3 ate and unroll the remaining membrane as far as possible. � is in place, peel -off the release film diagonally while holding the r hand -press the membrane into place to achieve a bond. 1 3-inches, configured to shed water. Vertical seams should be 6- t from vertical seams in the course below, sealed in accordance with 2, TRI-BUILT Materials Group, LLC recommends back -nailing in the t 12-inch o.c. 'nent 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 sheet starting at the lowest point -and work upward. 2012 (04-12) Installation Manual and Table 1 herein, using the ce is made to Section 5.6.4 herein for wind resistance limitations that �ril 2012 (04-12), n a manner that prevents tile slippage and/or damage to the and TRI-RUILT Materials Group, LLC published requirements for tile Having Jurisdiction in order to property evaluate the installation of )r@us.ul.com OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960AD.12-116 Certificate ofAuthorization #9503 6D; EDITION 017) FBC NION-IMiZ EVALUATION FLL6048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09125/2017 1 Page 6 of 6