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HomeMy WebLinkAboutProduct Approval (2) i � I RINI ERD 6.2.6 Minimum Nailing—Classic®&Supreme: i I , Normal Mansard or Area para Normal Mansard or Area para ! Wind Areas High Wind dosvanas y Wind Areas High Wind desvaneS y If Area para vienlas aarmales Areas vienros faertes Area pare vienros normei' Areits vientos fuertes h 1" 7" �" 2• 2" 7" 7" I i' 2 2• 7' i IA) i tB1 t 12. 5"Exposure 55(8°Exposuie Exposicion Etrposicidn I!' I i I 6.2.7 Minimum Nailing—Berkshire®: Seatant drip I',Sealant strip /La tira de sdtador �'La tirade seilador 1" $Yz° 9 Ilf 9 V- 9 4t' 8 1h" (3 i e It I II Standard Fastening Pattern 16-Nail Fils'!i tening Pattern I l�� sealant strip is lira de sMader i I 04------b o+->o n o--a©a--s a t/1' S Ivy.'.. J 6 9wg a C-i i �.- 2° Asghatt rooting cement I i comr nto de fechada astafto Mansard or Steep Slope Fastening Pattern j I i � I I i i I i I I ' Exterior Research and Design,LLC. ! Evaluation Report 037940.02.12-RS I Certificate oJAuthorization(19503 6"EDITION(2017)FBC NON-HVHZ EVALUATION � FL10674-R13 Owens Coming Asphalt Roof Shingles i Revision 8:10/09/2017 { Page 4 of 8 I i I ' I I I ' ' i i' I I ' • I I tr —� _v TRINITY I ERD I I 6.2.8 Minimum Nailing—DevonshireT"': � I Gam I I ..-.-_ Nails ` --- r. I 5-5 18"exposure Sealant location c &posici6n de 5"5/8 pulg Ubicaci6n del sellador - J Ten 1"Spots of Asphalt Roof Cement Standard 6-Nail Fastening Pattern MansardlorSteepI Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium !Cool & TruDefinition' Duration'Designer Color Collection: t 1 I 4-Nail Fastening Pattern rr all Fastening Pattern SureNmF9 fas[emng ares xidN I'; surxNaIMMtening sea width Nall vlral Nall 7WC21 IV —�— a'«.u,K.?.-.______..o:-.. >a�.f-as.ua-, -o ea._co�w��y-o. _�`a_^_ .j;,- .__. a fm- e..a;:�.D_:?�?_"."_—_•___ o I - q 4 Standard Fastening Pattern I6-Nail Fastening,Pattern Ii Fastening for Slopes Greater Than 21:12 SumNaiW hsleNng eras vrlo� � ita0,TypicnI � • IIS^ 1 I Four t"Spots of ASPhilt RW(Ira Cement Mansard or Steep Slope Fastening Pattern I + I i j I I I I I Exterior Research and Design,I.I.C. Evaluation Report 037990.02.12-R8 Certificate afAuthorization 119503 6'EDITION(2017)F$C NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles , Revision 8:10/09/2017 I Page 5 of 8 I ' i i I I ' I ED 6.2.1 Minimum Nailing—Tru Definition'OakridgeO,Oakridge®: I 4 Nall Pattern 6 Nail Pattern I Esquema,eon 4 ctavos Esquema cot,5 clavas r 1' {�--- 12. I� 1r; II, I 6 616"Et posure Nails. 66l88"Exposu2 Evpos1c16nde65/8ptdg. Cfavot Exposfd6nde96/8puig. 5616"Erposute Claw; I 5616"Expaura ExposkOn de 55/Ipu'g. Expasfciun ile 55/8pu(g. I Standard Fastening Pattern 16-Nail FasteningiPattern I.� Fastening for Slopes Greater Than 21:12 , sur"R"�rot"smmag"m"wi6m I Rail,Typical I t" 127 � 2" •. 6.716' 5.5:9" - - - _ - ' �I' • �I i Foca 7"spoL of Aapoall R.01.9 Cement j Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: 12 _ 2.1 :j Fau4zmsr dish tit+tf I i i ( I � I i I Exterior Research and Design,LLC. EvaluI ation Report 037940.02.12-R8 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 I 1 � I q I . i ! I i i .,, TRINIIYI.ERD 6_3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard¢ HP,Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidgeTMl Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails iper shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the,' use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. i I 6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge: I ' Fig.7 4 Fig.2 t— P1r..cr9wnu /�,� i i C/�.1 ` O\ TOP VI LSV $IIICVILR'! Dlreatnn i 'hails— }Q ��p� N�tswII i 2tls .J.ai1 lai Laminatalplece \t I I I I I Exlwslae i —I `L I ui 1 6.3.4 Minimum Nailing—WeatherGuardO HP Hip and Ridge: 4 4 Fig.C Hip&Ridge Shingle Fastening Fry —ulereMbn vlma U/%� o� i Topv 4 4 v� I 7" z Y' •b V `r i A I ' Exposure � i Fxpesure I1z,I i i i I II I I I j I I Exterior Research and Design,LLC. Evaluation Report 037940-02.12-Rg Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION i I FL10674-R13 Owens Corning Asphalt Roof shingles I Revision 8:10/09/2017 Page 7 of 8 I , I I 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: j PrevaiDing Standard lt•_y {Mind Direction Fastening j ! Sealant Strip Pattern —21 6"Exposure i~ 1°f'� ':I I,; �I�� —1 Sealant Fasten :" Cover Exposed I 1 _ Fasteners with Roof Cement I ' 6.3.6 Minimum Nailing—DuraRidgel"Hip&Ridge Shingles: j Note:The drawings below pertain to minimum,as-tested attachment irequirem'ents. Refer to Owens Corning published installation instructions for their minimum requirements. ProNailing mrd DIIacdQn Top View *—Dire aiondrnimncod,nrnc Va>enPlan I Diracoondal Amtoprodomimnce toll Viscawp_rtalI ; ti H tj TIC _ cicu o r i` Owens Corrin Siv Ila➢ e'a" [tails—`—T-_ &Ids I =� ��.c'sc•�1 k.�, ��3� �i,.,F t T I I i I 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited QI ality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the irequire�d,classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. i S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in orderlto properly evaluate the Installation of this product. i 9. MANUFACTURING PLANTS: Contact the named CA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: I . UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com I � END OF EVALUATION REPORT- I Exterior Research and Design,LLC. i Evaluation Report 037940.02.12-RS Certificate oJAathorization 119503 6'r'EDITION(2017)FBC NON-HVHZ EVALUATION i FL10674-1113 Owens Coming Asphalt Roof Shingles i i Revision 8:10/09/2017 Page 8 of 8 i (.Florida Building Code Online I Page 1 of 2 I tt f e`{iZWo .;�`u q- 3"L-. ,.y.,!�. f3 a•5 C. �� d"..,,r k e r z T�Y-c .� _ !r BCIS Home ? Log In.j User Registration i Hat Topics Submit Surcharge = Stats&Facts i Publications FBC Staff i BCIS Site Map = Links i Search i P Product Approval USER:Public User .-.-) z.. Product Approval Menu>Product or Application Soph>AP lication-Lfst>.Application Detail t .27'271,17 4 FL# FL2569-R13 I I Application Type Revision Code Version 2017 Application Status Approved j j I i Comments Archived I jProduct Manufacturer Soprema,Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville, NON-US 00000 ; (819)478-2400 memathieu@soprema.ca I Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville,NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca f Quality Assurance Representative lean-Francois Cote,Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville l (888)811-3145 jfcote@soprema.ca Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Ilonoa HE Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy RI ceived Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich,PE IValidation Checklist- Hardcopy Received I - I j Certificate of Independence F 256 R13 COI 2017 01 COI Nie'minen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 I 2,015 ASTM D6163 2008 FM 4474 2011 FRSA/TRIApril 2012(04-12) 2012 TAS 110 2000 UL 1897 i 2012 i I -http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQMDgsKQFEnckB 10... 1/10/2018 ' I Florida Building Code Online j Page 2 of 2 i Equivalence of Product Standards ' Certified By I I I Sections from the Code I ! I i Product Approval Method Method 1 Option D ' I ' Date Submitted 10/09/2017 i i Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 I Date Approved 12/12/2017 I SummarV of Products ! ! I ! FL# Model,Number or Description Name f � 2569.1 Soprema Roof Self adhering roof underlayments I Underlayments I ' Limits of Use Installation Instructions Approved for use in HVHZ:No FL2569 R13 LZ 2017 10 FINAL ER S0PREPjA CA UNDERLAYMENTS FL2569- Approved for use outside HVHZ:Yes R13.pdf Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PsIE -59166 Design Pressure:+N/A/-150 Created by Independent Third Party:Yes Other: 1.)Refer to ER-Section 5 for Evaluation Reports j Limits of Use.2.)The design pressure FL2569 R13 AE 2017 10 FINAL ER SOPREMA CA UNDERLRYMENTS FL2569- noted herein pertains to underlayment R13.pdf i systems used beneath adhesive-set the Created by Independent Third Partys: Yes systems.Refer to ER Section 5.6.4 for details. I � f• I jBadc NeM i ' i jContact Us::2e01 Blair Slone Road,Tallahassee FL 32399 Ph Ine:850-487-1824 The State of Florida is an AA)EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement ! i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any question$,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must piovide[he Department with an email address if they have one.The emalis provided may be used for official communication with the licensee.However email add"esses 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,FS.,please click hue. i ! Product Approva I Accepts: , Credit Card I ! Safe I I I � ' I I i I I I ! I i f http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvwtDgsKQFEncicB 10... 1/10/2018 ' I i I I EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#/9503 353 CHRISTIAN STREET,UNIT#13 TRINITY ERD OXFORD,CT 06478 i (203)262-9245 EVALUATION REPORT Soprema, Inc. lEvaluaii6n Report S18010.06.09-R11 1640 rue Haggerty ! I Fl-2569-1113 Drummondville,Qu6becJ2C5P8 Canada �Ijate of Issuance:06/15/2009 (819)478'-2400 Revision 11:10/06/2017 SCOPE: This Evaluation Report is issued under Rule-61G20-3 and the applicable rules and regulation's 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)I Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments I i LABELING: Labeling shall be in accordance with the requirements the Accredilted Quality Assurance Agency noted herein. I 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 the Code 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 the words "Trinityl(ERD E�aluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be'donejin its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the userjby 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 8. I Prepared by: I Robert J.M.Nieminen P.E. 1 • a � � The facsimile seal appearingwas authorized by Robert Florida Re istratlon No.59166,Florida DCAANE1983 ''%S'' �'` Nieminen,P.E.,bn 10/06/2017. This does not serve as an 9 ..... "'�{' eiectronicallysigneddocument iCERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. 2. Trinityl 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 interest in any other entity involved in,the approval process of the product. ! 5. 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 unless retained specifically for that purpose. I 1 I I i f ' i 1 I Fri B RD ROOFING COMPONENT EVALUATION:, 1. SCOPE: i Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, hl ve demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing inaccordance with the following Standards. Compliance is subject to the Installation Requirements and Limitationls'j/ Conditions of Use set forth herein. I i 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 18917 2012 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 1 2012 FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 .j j 2008 TAS 110 Accelerated Weathering TAS 111 i 2000 3. REFERENCES: i Eqftz Examination Reference Date ERD(TST6049) ASTM D1970/TAS 110 2968.d5.04-2 I 05/14/2004 ERD(TST6049) Physical Properties 2757.02.05 ! 02/03/2005 ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 I 05/17/2005 ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005. ERD(TST6049) Wind Resistance 2779.11.05-111 ; 04/18/2007 ERD(TST6049) TAS 103/TAS 110 57120111.07-2I' 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-11,1 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.1041 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 I 10/05/2010 ERD(TST6049) ASTM D1970 S37210.11.11 1 11/09/2011 ERD(TST6049) ASTM D1970 S40546.02.13-1, : 02/19/2013 ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-l' 02/21/2014 ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.14; 04/17/2015 ERD(TST6049) Wind Resistance SOPC-SC140451.65.17-R1 06/07/2017 M-D(CER1592) HVHZ Compliance 15-0508.04Ii 09/24/2015 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 I 03/01/2017 PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY,40 ' 06/29/2015 UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12). 4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced[SBS 'modified bitumen roof underlayment available in two widths;36 and 45 inch;meets ASTM D1970. 4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970. I , 4.4 Lastobond Shield HT is aself-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment;meets ASTM D1970. Exterior Research and Design,U.C. 1 Evaluation Report 518010.06.09-R11 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATIOM 1 FL2569-R13 Soprema,Inc. Revision 11:10/06/2017 j Page 2 of 8 1 i j l� l nIa 4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch;meets ASTMiD1970. • 4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, hijh temperature, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-(surfaced; SBS modified bitumen roof underlayment;meets ASTM D1970. 4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced; sand-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced,;SBS modified bitumen roof underlayment;meets ASTM D1970. I. 4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-sdrfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand surfaced; SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat:reinforced,sand-surfaced,SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sandtsurfacedi SBS modified bitumen roof underlayment,with a 44-inch sheet width;meets ASTM D1970. ! 4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12�). I I S. LIMITATIONS: 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 report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Soprema 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: I f TABLE 1 RQOF COVER OPTIONS J .l I Underlayment Asphalt Nail-On Foam-On I11i" Wood Shakes& Slate Shingles Tile Tile Shingles - Yes Yes Yes Yes, Lastobond.TU HT Yes Yes :See5.5.1 Lastobond Shield/Pro HT-N/RESISTO SA SMOOTH PLY 40 Yes No No I No Yes Yes Lastobond Shield HT/Pro HT-S Yes No, No `Yes Yes". Yes'" Lastobond Eaves Protection Sheet/ Lastobond 195 N _ . -No Vo Yes. Yes Yes o' is r: Lastobond ECO /RESISTO LB1236,Grip- ! i' i Rite Eave&Valley Protector/RESISTO Yes No No I: ;No' Yes - Yes. LB 1244 Fi Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11 Certificate of Authorization 119503 6"EDITION(2017)FBC NON-HVHZ EVALUATION I F12569-R13 Soprema,Inc. ! Revision 11:10/06/2017 i Page 3 of 8 I I � I I I , I i i i TRIM C Eta TABLE L'ROOF COVER OPTIONS. . I• I:ii. Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Shingles Tile Tile I I, Shingles Lastobond Smooth Seal HT Yes No No: Yes - Yes Yes I I i Colphene FR GR Yes Yes. Yes 6 Itdo Yes Yes' See 5.5.5` I I' 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLETILE-A&iisIVE UNDERL'AYMENT COMBINAT10N51 Adhesive Florida Product Approval + Underlayments Dow TileBondT" FL22525 Lastobond TU HT ICP Adhesives Polyset®AH-160 FL6332 Lastobond TU HT orj(olphene FR GR 5.6 Allowable Substrates: i 5.6.1 Direct-Bond to Deck: Lastobond Shield, Lastobond Pro HT-IU, RESISTO SA SMOOTH PLY 40, LI stoborid Shield HT, Lastobond Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet, Lastobond,195,Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond`Smootli Seal HT applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; -outhern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. i Colphene FR GR applied to: b Plywood;ASTM D41 primed plywood;ASTM D41 primed structural conlcrete. i 1 Note: While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. i Soprema requires tongue-and-groove board decking be covered +'with plywood or OSB prior to I installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Iastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: j I Dens Deck Prime;SECU ROCK 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 j under foam-on tile systems(Lastobond TU HT only),insulation attachment shall be designed by a qualified I design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D,Testing Application Standard TAS 114;Appendix J orIUL1807. I 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Oiverturning Moment Resistance Performance. Exterior Research and Design,I.I.C. I I ; Evaluation Report S18010.06.09-R11 Certificate ofAuthori:ation#9503 6'H EDITION(2017)FBC NON-HVHZ EVALUATION I I;i I FL2569-R13 Soprema,Inc. Revision 11:10/06/2017 Page 4 of 8 I I I TRINITYD 5.6.3. Bond to Mechanically Attached Base Laver: J I i Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastoabond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastoblond Smlcioth Seal HT or Colphene FR GR applied to: ,a a ASTM D226,Type I or 11 felt;Sopra-G;Modified Sopra-G. I For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems (Lastobond TU HT only); I base layer shall be attached in accordance with FRSA/TRI April 2012(04-12) 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile ADDlicationst FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where I the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012.(04-12) and are used in foam-on the 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)or FBC 1609 i'r determination of design wind 1 pressures. #1 Maximum Design Pressure=-45.0 psf: j Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, � Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTI=RIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to s{atisfaclion of Authority Having Jurisdiction. i Primer: Elastocol 600c i Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #3 Maximum Design Pressure=-150.0 psf: 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 dulst 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: Lastobond TU HT, self-adhered, shall be thoroughly 'roll using hand roller and/or weighted roller to ensure there are no voids, a I d 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 requiremets to satisfaction of Authority Having Jurisdiction. l ( Base Sheet: 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 lialps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered i 5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. + Exterior Research and Design,LLC. ;+Evaluation Report 518030.06.09-1111 Certificate of Authorization#9503 6"EDITION(2017)FBC NDN-HVHZ EVALUATION i FL2569-R13 Soprema,Inc. "a Revision 11:10/06/2017 I Page 5 of 8 I i I I III s' TRINITY ER 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,Taible Mi I Alternatively,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 IData Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in ' i i Section 2.2.10.1 of FM.Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.. 5.7 Exposure Limitations: II( Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236,Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30- days after installation. Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLV 40, Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation:' j Lastobond TU HT orColphene FR GR shall not be left exposed for longer titin 1801days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012 When•loading roof tiles on the underlayment in direct-deck the 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. I' TABLE 2. T1LE'SLIPPAGE LIMITATIONS FOR'DIRECT:DECKTILE INSTALLATIONS{ iI'll Maximum Underlayment Tile Profile Staging Method p Slo e Flat Max.104ile stack( 6:12 Lugged Max.104le stack! 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by;8 tiles high 6:12 on slope,as sli'own below) .i Lastobond TU HT s ? Lugged ' Colphene FR GR Flat Max.10-tile stack, x5:12 Lugged Max.10-'tile stack 6:12 I 1 I Exterior Research and Design,LLC. Evaluation Report S18010.06.09-1111 Certificate ofAuthorizotion#9303 6'EDITION(2017)FBC NON-HVHZ EVALUATION I i F1.2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 6 of 8 I I i I RINITYERD 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation 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 isubstrate with!Elastocol Stick,.Elastoco I 600c or RESISTO EXTERIOR PRIMER (if applicable). i I{ 6 3 Lastobond T,U HT,Lastobond Shield,Lastobond Rro;HT N,BESISTO SA SMOOTH I?LY 40,Lastobond Shleld i HT,tastobor d Pro:HT S, Lastobond EavesProtection Sheet;Lastobond+x95, Lastobond'Eco, Lastobond_ ISmooth Seat HT,RESISTO LB1236;Grlp-Rites Eave&:.Valley.Protector,-RESISTO LB1244 or;Co1.phehe FR GR:: 6.3.1 Shall be installed in compliance with the requirements for ASTM D16 i6 und" rlayment in FBC Table i 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER 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 me Imbrane`,and peel back the first 3 ft of release film. I Adhere the exposed part to the substrate and unroll the remaining:memb lane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll 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. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. i When installing at slopes above 8:12,Soprema recommends back nailing;iri the overlap area at the top of I the sheet at 12-inch o.c. ` For Valleys and Ridges: Cut underlayment into 4 to 6 foot Iengths.jPeel 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 lowest point and'work upward. 6.3.3 Tile APPUcations(Lastobond TU HT or Colphene FR GR onlyl: Reference is made to FRSA/TRI April 2012 (04-12) Installation !Manual sand Table 1 herein, using the instructions noted above as a guideline. For foam-on the applications, reference is made to Section 5.6.4 herein folr';wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). I' Tile shall be loaded and staged in a manner that prevents: tile slippage 'and/or damage to the I underlayment. See Table 2 herein,and Soprema published requirements far tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to prooerly evaluate the installation of i this product. I w , i I I i I ' I i i I Exterior Research and Design,LLC. Evaluation ReportS18010.06.09-1111 Certificate of Authorization#9503 6"EDITION(2017)FBC MON-HVHZ EVALUATION j FL2569-R13 Soprema,Inc. I Revision 11:10/06/2017 Page 7 of 8 i I , i # I I - { 8. MANUFACTURING PLANTS: j Contact the noted QA agency for information on product locations covered for F A:C. 61G20-3 CIA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specificatior Products r _ .i Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Lastobond Pro HT-N,Lastobond Pro fT-S,Lastobond 195,Lastobond Drummondville, ! a ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT, QC(Canada) i {,,, RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector, RESISTO LB1244, I i ASTM D1970&FRSA/TRI 04-12 Colphene FR GR ; ! Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, Wadsworth,OH ' ASTM D1970 Lastobond Smooth Seal HTjRESIST0%LB1236,,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LBI9'244 ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR I Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, {I Gulfport,MS ASTM D1970 Lastobond Smooth Seal HT,iRESISTOI'LB1236,,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1244 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com f -END OF EVALUATION REPORT- 1 I I I { i I � I I { I I � I i I I i I I Enterior Research and Design,U.C. Evaluation Report 518010.06.09-R11 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 8 of 8 I i I: i