The URL can be used to link to this page

Home My WebLink AboutProduct Approval-Underlayment �rih\5i}2d EXTERIOR RESEARCH&DEMN,LLC.. `"� i av' aaO bur?�. Cerli�}aote ofAuifiornaat#9503 353 CHRISM STREET,UNfT#13 9 ' OXFORD,CT 06475 EVALUATION REPORT_ oatvll� (203)262-9245 TRHMKT Materials Cmp,LEC Evaluation Report A42960.10_U-R6 PO Box 70 FL16N"6 Rutherford,N107070 Date of e:10/2SJ2012 (8w),sib-pass Revwm 6: 09/251 SCOPE: This Evaluation Report is issued under Rule 61620-3 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 Nierninen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The Waducts, describgd herein have been evaluated for Compliance with the 6e' Edition (20171 Fioiida &Aft Code sections noted herein. D;:scl;larloai: TR!-BUILT Roof Undedayments Eatismwe: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. - Coarnrutea CCWUILlanic : 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 Nierninen, RE_ if the product changes or the re'ferenoed Quality Assurance documentation changes. Trinityl PRD requires a complete review of this . �. §vahaation Report relative to updated Code requirements with each Code Cycle_ Aovmm arww:The Evaluation Report number preceded by the words `TrinityI 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_ INwecr=:'Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer . 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 Z through 6. p Prepared by: "t:R.".-- ,bks Robert J.M.Nierninen,P.E. • •�,j�f^ '..� Thefaacr.Heseal aA.Pearir+Ewasaadw�•cd ` :�.i..ne>.n::`:� Dy Kobelt tiiemimen, Florida Registra�iod NO-59166,F/arida DCAANE19&3 ao=wnt. canoa Oflan�niDeuv=: 1: ThnitylERD does not have, nor does it intend to.acquise or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates: 2_ Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3_ Robert Nierhinen,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 Nierninen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product This is a building code evaluation', Neither Trinityl 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,Wwas used for permitting or design guidance unless retained specifically for that purpose_ . `a r TY;ERD .t ROOFING OhMNENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Undedayment Coniplvance Statement: TRE-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the a Edition(2017)ftorida 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. L STANDARDS: Section Property Standard Year 150431 Wind Resistance FM 4474 2031 3x043.1 Wind Uplift Ul,1897 2012 1504 6 Accelerated Weathering ASTM 6155 2005 1507-2,411507-3-1,1507.2-91 Physical Properties ASTM D1970 2015 15073.3 Physical Properties FRSA/TRI April 2012(0,1L-1 2) 2012 3. REFERENCES., Exanunation - Reference Date ERb(TST6049) Physical Properties 540540.0213-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 W19/2013 ERD 07ST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.143 04/02,/2014 ERO.(TST6049)' Physical Properties 544870.04.141 04/10/2014 ERD OST6049) Physical Properties 544870.04.144 04/10/2014 ERD(TST6049) Physical Properties 543530.02.141-R1 05/14/2014 ERD(TST6649) Physical Properties 543530.05.14 05/28/2014 ERD(rST6649) Physical Properties 540540.10.14 10/31/2014 ERD MT6049) Physical Properties SC7645.02.35 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520_04.1S 05/27/2015 ERD(TST6049) Wind Resistance • SC14045.05.17-R1 06/07/2017 UL,LLC.(QUA9625) Quality-Control Multiple-Listing 1116814 12/20/2015 UL,LLC (QUA9625) Quality Control Service Confirmation Exp_07/18/2020 4. PRODUCT DESt13 MON: 4-1 TriE-BtiiEt Sand-R SA Shiro0e tnderlayment is a self-adhering, glass-mat reinforced, sand-surfaced, S8S modified bitumen roof underlayment;with a•36-inch sheet width;meets ASTM D1970- 4-2 Tri-Suc'tt S/A 13T Ti) Undedayment is a self-adhering, nonwoven polyester fabric surfaced,SBS modified bitumen roof underlayment,r6e2ts ASTM D1970 and FRSA/TRl April 2012- 4-3 Tri-Buhl Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBs modified bitumen roof underlayment;meets ASTM D3.970. Lim rATtoNs: 5.1 This is a building code evaluation. Neither Trinity IERD 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_. eamor Resew—_h arm aesi f^LLC- Evatuation R,eporc.a429so�,a1z-R6 Certificate afAuttroriaabpa 3 r>-'h MMM(20 17)FSC NO i-WHZ EVALUATION FU6ti43_R6 TRI-8411.T Roof Untiier6ymerm;(800)516-1485 Revisions a 9/�S/zo17 Page 2 of 6 i � i L •' �lERIL D 5-4 TRI-BUILT Roof Underlaymerts 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: U ° � Nail-on Tibe Foam-on rte Metal owsbaws 5113M. 5es - Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment ' Tri-built S/A HT TU Yes Underia nt Yes Yes See 55_1 Yes Yes Yes Y� No Yes Yes Tri-Built Smooth HT S/A Yes No Yes Underlayment S5-1 "Foam-On Tice"is limited to use of the following Approved tile adhesives/underlayment combinations. Adhesive Florida Product Approval Underlayraerats ICP Adhesives Polysetm AH-160 F16332 Tri-Suitt 5/A HT TU Undertayment DoWTileBond— FL22525 Tri-Buitts/A HT Tu underlaymern 5-16 Allowable Substrates: 5-6-1 Direct--Bond to Deck: Tri-�Sand-R SA Shingle Undedayrnent,Tri-Built S/A HT TU Underiayment or Tri-Built Smooth HT S/A Undetlayment applied to: . Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed Southern Yeircvii Pine;ASTM D41 primed structurat concrete- While not required over.plywood,()SS or Southern Yellow Pine substrates,TRI-BULLT MaterialsGroup,LLC recommends priming the'deck if the final roof cover is not stated for installation within 24 hours. Note: TRi-BUILT Materials Group, LLC requires tongue-and-groove board decidng be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2. Bond-to4risulation: Tri-Built Sand-11 SA Shingle Underlayment,Tri-l3uitt S/A HT TU underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Dens Deck Prime;SECUROCK Gypsum-Fiber Roof 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-on file.systems CM-Built-S/A*ELT 'ttl.xlndQitaymertt only.); insulation attachment shall be designed by a qualified design professional.and installed based on testing of the insulation/underlayment system in accordance*WithFM.4474,Appendix D or TAS 114;Appendix J_ 1 Refer to Tile Manufacturel✓s orAdhesive Manufacturer's Florida ProductApprovol for Overturning Moment Resistance Performance. ederioc Rmearci?--d Des--n,!a r Evaluation Report A4296010.12-R6. Caty avte ofAathorhvdan 09503 6`- EDMOM(20!7)Fat IMON- ui2 EVAL•JA i0N R36049-R6 TRl stmt Roof underkwments,lam)s26-148s Revision&09/251201-7 017 Page 3 of 6 I , •tet F 1ERD 5-6.3 Bond to-Mechanically Attached Base laver: . Tri-Built SandL R SA Shi4e Undertayment,Tri-Built S/A HT TU Undertayment or Tri-Built Smooth HT 5/A Undedayment applied to: ASTM D226,Type I or If felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements_ For installations under foam-on tile systems (Tr%Bai#t SIA HT TU Underlayrrient only),base layer shall be attached per minimum requirements of FRSA/t"Rl April 2012(04- 12)- 5.6.4 Wind Resistance for Underiayment Systems in foam-On Tile Applications: FRSA/TRl April,2012(0412) does not address wind uplift resistance of all undertayrnent systems beneath foam-on file systems,where the undedayrnent forms part of the load-path- The following wind upkft.limitations apply.to direct-deck. undedayment systems'that are not addressed in FRSA/M Apra 2032(04.12)and are used in foam-on file applications. Maximum Design. Pressure is the result of testing for wind load resistance based on • allowable wind toads,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/TRl April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind pressures_ #1 Maximum Design Pressure=-45.0 gsf 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 5/AKTU Underlayment,self-adhered- #2 Maximum Design Pressure==675 osf Deck, Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction_` Primer: Soprema Elastocol 600c Underlayment: Tri-BuiltS/AiJTTU Underlaymerrt,self-adhered- #3 Maximum Design Pressure=-]50.0 psfa Deck: Min. 15/32-inch'APA-rated BCX 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 sheathirig fasteners sfiall be'driven flush with the surface. All sharp splinters and wood'projecrions shall'be removed/sanded- Primer.' (Optional)RFSISTO SPEMOR PRIMER . Underlay_ment Tri-Buitt.S/A HT TU Undertayment, 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 nsf Deck- Min- 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.. Base Sheet: Soprema Sopp-G 'or.Modified Sopra-G mechanically attached with nails(FBC 1517-5.1) and tin caps(FBC 1.5175.2)spaced 6-inch o-k"at the 4-inch laps and 6-inch o_c in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Sunt SIA kITTU Underlayrnent,self-adhered_ eaen r Researci;and Desmon,U-C Evaluation RepactA47360.3012 m C-61A of an 5" ELrftDAl 21-1 1 _lVQ;Y-tlVHZELAUJA_aoN 826048-R6 TRI-RMT Roof unaerkwatenzs;(am)sir-iris Region 6:09/2-512017 Page 4of6 ' l • s, 5. INSTALLATION: I 6.1 Tw-wiu Roof:Undedayments•shall be installed in accordance with TRI-BUILT Materials Group, LLC published instailation 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' T680t San"SA 2mude UnderlavineM.Tri-Suilt 5/A HT TU Underiavrnent or Tri-Built Snumm i Hr 5/A Undedavrnent 63.1 shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1S07.Li for the type of prepared roof covering to be installed. 6.3.2 Ron-Tile apolications: 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 membrarie 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 8:32, TRI-BUILT Materials Group, LLC recommends back-naiiing in the overlap:area at the'top of the sheet at 124nch 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 lowesLpoint and work upward- 6-3.3 pward6-3.3 Tile Applications(T6 uilt3/A HT TU Underlavrnent only): 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 file applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2o12(o4-12)_ Tile shall be (paced and staged in a mannRr that prevents tile. slippage and/or damage to the underlayment_ See Table.2 herein, and TRI-BUILT Materials Group, LLC published requirements for the staging. 7. BWLDiNG PERMrr REQUIREMENis: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Gulfport,MS 9. QUALITY ASSURANCE Ewrrry: UL,LLC-@;;11.9625;(314)578-3406;kchancellor@us:ul.com -END OF EVALUATION REPORT- Exterior Research art'��.,LLC. Evaluation ReportA429601Q12-R6 6 EDn rotr JM7).F5C NOtd-HVlrL EVALUATION FU6049-96 TRI-EIlALT Roof u�;(800)516-2485 Revision 6:4912s/2017 Page 6 of 6 I - � I • jr .t �. f Y€ jERU 5.6-4-1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that!required under FkSA/TRI April 2012(04-I2),Appendix A,Table IA- Alternatively, AAlternatively, the maximum design pressure 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 1-79 and Rooftng Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 22.10.1 of FM loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Btillt Sand-R SA Shingle Underiayment or Tri-Bunt Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri Burt S/A HT TU Underbyment shall not be left exposed for longer than 180-days after installation_ 5-8 Tile Slippage Limitations CCAS 103 per FRSA/TRI Aixil 2012(04-121)_ 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_ underlayment -rite Profile aging p/leihod 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 Stiles high 6:12 on slope,as shown below) Tri-Suitt S/A HT TU - Underlayment -Lugged bamor Research aria - b►7L Emits Fiepoeia42960 iO.a2-R6 CWV- ofAuifiori�on Euf7'.tM(2017)Esc XO -hVHZ EYALUATiON FL%6048-R6 TR(-BIJILT Roof urxterlawnents;(800)Slri-1485 Rercion&09/25/2017 paie5&6 - i i • i i