Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
T I 1 RD 6.2.6 Minimum Nailing—Classic®&Supreme: 0 , a Normal Mansard or' I Fl Monsard or Area porn Wind Areas High Wind rees High Wind desvanes y Area para vientos normales Areas viara vientos normaJes Areas vientos fuertes (AI' j T' zl B (A}.� t rt° z,. (B) r2° 7'11 5"Exposure Exposure Exposition FXPositi6n I I 6.2.7 Minimum Nailing—Berkshire®: I I SenbatStrip I gealant strip `La tira do sd4dar La Lia de sellador ar l l I 8 Yz" 1. 9 i2,,, 8%11 9 r2" i e Standard Fastening Pattern 6-Nail Fastening Pattern i seatam strip La Lira desel7ador � I mom-boa->• oa-jos- --se 8 lit, 8?1l' 8Y+' 8 1" , t ' I °woes xi," 2" Asphah roofing cement Comento do tocho de asfaro Mansard or Steep Slope Fastening Pattern i I I , Exterior Research and Desfgn,LLC. Evaluation Report 037940.02.12-R8 Certificate oJAuthorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles j Revision 8:10/09/2017 Page 4 of 8 I, I I' I � I t TRIM i I I 6.2.8 Minimum Nailing—Devonshire TM: I 7`= I 7" I �� I 8" r• Nails r. 71 5.5/8"exposure Sealant location Exposicidn de 5.5/8 pulg Ubicacion del sellador Ten 1"S nt l'Asphalt Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep;SlopeI Fastening Pattern I; I 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration" Premium i Cool & TruDefinitiono Durations Designer Color Collection: I 4-Nall Fastening Pattern Fastening Pattern SureNah9 tatenma a+ea xidth SureNail�tasteNngarea wlGth Nall.Typical i Nail.Typical i . o_�csu?...:•"✓�._o- 7 1.. L a77 y I` I• Standard Fastening Pattern i;6-Nail Fastening!Pattern Fastening for Slopes Greater Than 21:12 r I � Su Naaa laatonin4 arca Math r('Na 1,Typical iT 4 t" I -L, F rout�^span of aapraa�a cemant ' Mansard or Steep Slope Fastening Pattern i I I' I I I I Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118 Certificate afAuthorization 119503 6ni EDITION(2017)FBC NON-HVHZ EVALUATION � FL10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 5 of 8 j I i I TRINE ERD 6.2.1 Minimum Nailing—Tru Definition'OakridgeO,Oakridge®: I;° I I 4 Nall Pattern 6 Nail Pattern Esquema con 4 clavus Esquema con 6 cla I s i r r 6618•'Exposure 5518"EpseNais dais Fxpm1d6n de 9619pidg• clavaExpos/eiri de 35/8pulg. 6 6/8i Exposure clavas 5 616"Exposu2 Eep.fcid.de 5519 puig. Exposition de 55/9 pulg. I i Standard Fastening Pattern ;6-Nail F4 ening'Pattern Fastening for Slopes GrcatcrThan 21:12 .. sur"naa..taunninga.aa.viam Nail,typi,.1 i 1^ 12 I 12 7" 177-1-1 pro Four 1^Spars or Aspnak Rooang Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuardO HP: t tflsw LF- MInAim mbf it ' i I, I - a i iI I ' i r I t I I � ` Exterior Research and Design;I.I.C. Evaluation Report 037940.02.12-RS i Certificate of Authorization t/9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1313 t Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 I I I I , i 0 RI IERD I I 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuardg 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 DuraRidge7" Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Rlefer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. I 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements; but not less than FBC I 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge: Fig.1 4 Fig.2 d— DPlreeraW Mid \"n\ A taUlfi�w SIOeYi�v \\ \ i I I nails tlmis 1-1 9Q \ —~�cS—� I 1 �• z• loPLzntinatal �•I t { JJ . `4' I I ' I 3 I I i d =1 v v r v =1 Al ir�, l i Exposlae Rl I I 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig.C Hip&Ridge Shingle Fastening 7op'I Fig.A \ qo l,, Q—L7lrect Ingl1 w WYI dolls \© tJalt9 HVILs I 0' ti V v/ I Exposure � � � 6" EXposure j I I i Exlerlor Research and Design,LLC. I Evaluation Report 037940-02.12-RB Certificate of Authorization#9503 67H EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1313 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 7 of 8 t DRINITYERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailling Standard Wind Direction Sealant Strip Pane Fastening 6°Exposure �' I 1n �':I• I tl� I+Y �—Sealant Fasten 7'/:" 7,I= 6°i,xposure Cover Exposed Fasteners with _\ Roof Cement `1,a, 6.3.6 Minimum Nailing—DuraRidge'"Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. I; Provailri iYird Dirgedon Topviewli Diroaiond_rnirantadj nt �' v0�e°PL'4 t�I- vista superkr' 1`H Diracdtcdalrirertapradcmimnca I I -- ''rf-"vcaw a OsrcnsC9snuig SiirPlaO' Ryle_.,r-� CSa vC f'1 l i I��'++l!°i�_ aX,akl ` Y :�=`�'`. it i l 7. LABELING: I . 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. ! 7.2 Asphalt shingle wrappers shall indicate compliance with one of they;required,classifications detailed in FBC CI Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to pro erly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce prdducts covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com I - END OF EVALUATION REPORT- I Exterior Research and De5lgn,LLC. Evaluatlon Report 037940.02.12-R8 Certificate of Authorization if9503 6'x EDrnoN(2017)FBC NON-HVHZ EVALUATION IFL10674-1313 Owens Corning Asphalt Roof Shingles i Revision 8:10/09/2017 Page 8 of 8 I i r ,Florida Building Code Online Page 1 of 2 I I '^r+ ,,,'r.,,,.•—^- "'•p'.F^mss--. "moi.- �i�: �Ir`'+uwm y -R -'��4 � z f g BCIS Home Y, Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff 8CIS Site Map Links Search �� t �Product Approval i +' y ` �,_ USER:Publlc User Product Approval Menu>Product or Aooli_catL SeaSch>Apprkation Qt t>Application Detail FL FL2569-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ,l I fProduct Manufacturer Soprema,Inc. (Canada) l Address/Phone/Email 1640 rue Haggarty Drummondville, NON-US 00000 (819)478-2400 memathieu@soprema.ca j Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu ! Address/Phone/Email 1688 Jean-Berchmans-Michaud 'Drummondville,NON-US 00000 i^ J (819)478-2400 Ext 3327. memathieu@soprema.ca j i Quality Assurance Representative Jean-Francois Cote,Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-3145 it ijfcote@soprema.ca ii Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I ; Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert 1. 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 Validation Checklist-Hardcopy Received i Certificate of Independence FL2569 R13 COI 2017 01 COI Nieminen.Ddf Referenced Standard and Year(of Standard) Standard Year ! ASTM D1970 2015 ASTM D6163 2008 i FM 4474 2011 FRSA/TRI April 2012(04 12) 2012 TAS 110 2000 UL 1897 2012 ; j I I , http://www.floridabuildinor.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEncl BIO... 1/10/2018 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summaa of Products FL# Model,Number or Description �• Name j. 2569.1 Soprema Roof Self adhering roof underlayments i Underlayments I I Limits of Use Installation Instructions Approved for use in HVH2:No FL2569 R13 LI 2017 10 FINAL_ER SOPREMQ' CA UNDERLAYPI NE TS FL2569- Approved for use outside HVHZ:Yes R13.pdf �` I Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166 Design Pressure:+N/A/-150 Created by Independent Third Party:Yes j other: 1.)Refer to ER Section 5 for Evaluation Reports ; I Limits of Use.2.)The design pressure FL2569 R13 AE 2017 )._0 FINAL R SOPREMA CA ONDERLAYMENTS FL2569- noted herein pertains to underlayment R13.pdf systems used beneath adhesive-set the Created by Independent Third Parry:Yes systems.Refer to ER Section 5.6.4 for details. I Badt Next j i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850487-'1'1324 The Stale of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Acci.r�s1sibfiiN 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 a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any question4,'please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effectiveOctober 1,2012,licensees licensed under Chapter 455,IFS.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with 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 address which can be made av ilable to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe ;•I i I � 1 I I ' i I i I littp://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQMDgshQFEncl-B 10... 1/10/2018 i I I EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization 49503 q� 353 CHRISTIAN STREET,UNIT#13 .} TIF ;ERD � OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT ; Soprema,Inc. Evaluation Report 518010.06.09-1111 1640 rue Haggerty I FL2569-1113 Drummondville,Quebec.12C 5138 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision vision 11:10/06/2017 4 ! SCOPE: , This Evaluation Report is issued-under Rule 61G20-3 and the applicable rules pnd regulations governing the use of construction materials in the State of Florida.The documentation submitted ha's been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The r � i j products described herein have been evaluated for compliance with the 6th Edition (2017);Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted ! herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named pro duct(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 lNiemirien, 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 "Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall I?e done'in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user!by the manufacturer or I its distributors and shall be available for inspection at the job site at the requesti;of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: w y�• V Robert J.M. Nieminen,P.E. �,p,• Z�',;:,,` The facsimilesealappearing was authorized byRobert � Florida Registration No.59166,Florida DCAANE1983 t.;�,�:Qt,a—•;.�`•• Nieminen,PiE:on10/06/2017.Thisdoesnotserveasan �'l�•n+u+ electronically signed document CERTIFICATION 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. Trinity]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 Trinityl ERD nor Robert Nieminen, P.E.are, in any vuay,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 forthat purpose. i TRIN17f ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Rooting Sub-Category: U nd erlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the 1 1 following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitationls;/ Conditions of Use set forth -herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 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 2012 FRSA/TRI April 2012(04-12) Physical Properties ASTM ID6163 i 2008 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004 ERD(TST6049) Physical Properties 2757.02.05 02/03/2005 ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 ! 05/17/2005 ERD(TST6049) Wind Resistance 2778.07.05 1 07/15/2005 ERD(TST6049) Wind Resistance 2779.11.05-111 04/18/2007 ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 S1319,0.02.09-111 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 53137,0.03.10-1;-111 1 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150. 05.10-111 09 /09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-112 10/05/2010 ERD(TST6049) ASTM D1970 S37210.11.11 ' 11/09/2011 ERD(TST6049) ASTM D1970 540540.02.13-1. 02/19/2013 ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1," 1 02/21/2014 ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPCtSC8520.14 04/17/2015 ERD(TST6049) Wind Resistance SOPC�SC14045,05.17-R'1 06/07/2017 M-D(CER1592) HVHZ Compliance 15-0508.04 i 09/24/2015 ICC-ES(EVL2396) 2015 IBC Compliance ESR4524 �;, 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 i 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. i 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. 1 4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, Iigh temperature, SBS modified bitumen roof underlayment;meets ASTM D1970. y i i Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-R11 Certificate of Authorization 719503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 i Page 2 of 8 i TRINI IffIRD 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 ASTM I.D1970.I j 4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high 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. i 4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat einforced, 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. 4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, 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, sand-surfaced, SBS f 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). 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Roblert Niem'inen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or pr,evlousiversions thereof, is/was used for permitting or design guidance unless retained specificallyifor 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 Roofng Materials Directory for fire i ratings of this product. I 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 wit supporting data for the prepared roof covering. ; 5.5 Allowable Roof Covers: I I - TABLE]:_R -n . Asphalt Nail-On Foam-On I Wood Shakes& Underlayment Slate Shingles Tile Tile Metal Shingles Yes Lastobond TU HT .Yes Yes' Y,es. Yes Yes. See5.51 d'' I Lastobond Shield/Pro HT-N/RESISTO SA —Yes No No No Yes Yes ':_' SMOOTH PLY 40 I, 4;,1" Lastobond Shield HT/Pro HT-S Yes NO No j; Yes Yes Yes: Lastobond Eaves Protection Sheet/ Yes No' No ,_ 1 No Yes Yes Lastobond 195 a, Lastobond ECO /RESISTO LB1236,Grip- X. Rite Eave&Valley Protector/RESISTO Yes No No i fVo Yes Yes.- LB1244 ` I Exterior Research and Design,LLC. Evaluation Report 518010.06.09-1111 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. i Revision 11:10/06/2017 Page 3 of 8 f i TRINITY:ER TABLE I ROOF COVER OP710N5, Asphalt Nail-On Foam-On Wood Shakes& Underlayment Shingles Tile Tile Metal Slate 11 i Shingles Lastobond Smooth Seal HT Yes No ' No ji Yes j Yes Yes„ Colphene FR GR Yes Yes Yes I` IN0 Yes Yes* See.5.5.1 ,, 5.5.1 "Foam-On Tile":is limited to use of following Approved tile adhesives/undE rlayment combinations. TABLE IA ALLOWABLE TILE ADHESIVE�ONDERLAY1VIE GOIVIBINATIONS Adhesive Florida Product Approval llnderlayments I ' Dow TileBondTM' FL22525 LastobondTU HT j ICP Adhesives PolysetO AH-160 FL6332 Lastobond TU HT orlColphene FR GR I 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: I Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, LasI''tobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet, Llastobor 195,Lastobond ECO, RESISTO j LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to: > Plywood; ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. i Colphene FR GR applied to: v Plywood;ASTM D41 primed plywood;ASTM D41 primed structural con?crete. Note: I > 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. > Soprema requires 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: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, L4stobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond ECO, RESISTO � � 6'i I LB1236, Grip-Rite Eave &Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: > 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 manufactulrer's Product Approval. For installations stems Lastobond TU HT only), I" under foam-on tiles y ( y), insulation attachment-'shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D,Testing Application Standard TAS 114,Apperidix J or'UL1807. i � I I � ' i 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,U.C. Evaluation Report 518010.06.09-1111 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13 ! Soprema,Inc. i, Revision 11:10/06/2017 Page 4 of 8 I �' i . i i, ," J'TRINIERD 5.6.3 _Bond to Mechanically Attached Base Laver: I Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lasfiobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 1 , Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastobond Sm95ooth Seal HT or Colphene FR GR applied to: > ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G. I j 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), 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 Applications:) FRSA/TRI April 2012 (04-12) I does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where the underiayment forms part of the load-path. The following wind-uplift limitations apply to underiayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind Coad resistance posed on allowable wind loads, i and reflects the ultimate passing pressure divided by 2 (the 2 toy 1 margin of safety per FBC 1504.9 has I already been applied). Refer to FRSA/TRl April 2012(04-12)or FBC 1609'or determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to 'satisfaction of Authority Having Jurisdiction. Primer: (Optional)Eiastocol Stick,Elastocol 600c or RESISTO EXX FERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. ; #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirern nts'to satisfaction of Authority Having Jurisdiction. i Primer: Elastocol600c 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 dust and�debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be remove Primer: (Optional)RESISTO EXTERIOR PRIMER , Underlayment: Lastobond TU HT, self-adhered, shall be th ;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 psf: Deck: Min. 19/32-inch plywood to meet project requirements to ;satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sapra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC.1517.5.2) spaced 6-Inch o.c. at the 14-inch laps 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 5.6.4,1 All other direct-deck, adhered Soprema underiayment systems beneath foar»-on tile systems carry a Maximum Design Pressure of-45 psf. j I I Exterior Research and Design,U.C. Evaluation Report 538010.06.09-1111 Certificate of Authorization#9303 6 EDITION(2017)FBC NON-HVHZEVALUATION t I F1.2569-1123 Soprema,Inc. Revision 11:1010612017 Page 5 of 8 i i , = 5.6.4.2 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,Table 1A. 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 Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk carry the limitations set forth in Section.2.2.10.1 of TM.Loss.Prevention Data Sheet 1-29(January 2016)foZone 2/3 enhancements. 5.7 Exposure Limitations: Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236,Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not beleft expI osed for longer than 30- days after installation. Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40,Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer thl'an 180-"days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): I I 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. TABLE 2t TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTAL!ATIONS i Maximum Underlayment Tile Profile (Staging Method ! Slope I Flat Max.104ile stack' 6:12 Lugged Max.10-tile stack 5:12 Max-10-tile stack(krottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) Lastobond TU HT Lugged I,. I� Flat jMax.10;tile stack 5:12 Colphene FR GR Lugged (Max.10,tile stack 6:12 I I ' I � I I j I I I I Exterior Research and Design,LLC- i Evaluation Report 518010.06.09-1131 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION I FL2569-1113 Soprema,Inc. I Revision 11:10/06/2017 Page 6 of 8 I ' i I' I ' I I TRINITY'ERD 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 hereiln and the,specifcs noted below. i 6.2 Re-fasten any loose-decking panels, and check for protruding nail heads. Sweep the substrate thoroughly f' to remove any dust and debris prior to application, and prime the,substrat',e with(Elastocol Stick, Elastocol I 600c or RESISTO EXTERIOR PRIMER (if applicable). I 6.'3 Lastobond TU HT,lastobond Shield,Lastobond Pro.HT IV,;RESIST0 SA SMOOTH PLY 40;Lasto6ond Shield::. is - HT;;Las tobond F'ro HT S, Lastobond Eaves Protection Sheet, Lastobond� 9S, Lastobon&Fco, Lastobond i Smooth Seal HT,-RESISTO 1131236;Grip Rite Eave&--Valley Protector,-RESISTO LB1244 or Colphene FR GR: '. 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 und'erlayment in FBC Table 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 membrane land peel back the first 3 ft of release film. 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 shied 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. ;1 When installing at slopes above 8:12,Soprema recommends back-nailing in the overlap area at the top of the sheet at 12-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 sheet into place, working from the center of the valley or ridge in I each direction. For valleys,apply the sheet starting at the lowest point ane);work upward. 6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR 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 tile applications, reference is made to Section 5.6.4 herein for'-wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). 1 ' j Tile shall be loaded and staged in a manner that prevents tile slippage 'and/or damage to -the underlayment. See Table 2 herein,and Soprema published requirements�for tile staging. 7. BUILDING PERMIT REQUIREMENTS: I As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. i, ' t I Exterior Research and Design,LLC. Evaluation Report S38010.06.09-1111 Certificate of Authorization#9503 6"EDITION(2017)FBC NOP!-HVHZ EVALUATION F1.2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 7 of 8 I I ' ` I^ 11 1 I 1 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under theirrespective physical properties specifications. Piant -`. Specification Products -�- Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Drummondville, Lastobond Pro HT-N,Lastobond Pro 14T-5,Lastobond 195,Lastobond I. . ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT, QC(Canada) 11 1 RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector, RESISTOLB1244 ASTM D1970&FRSA/TRI 04-12 Colphene FR GR Lastobond 195 Lastobond Eaves Protection Sheet,Lastobond Eco, j Wadsworth,OH ASTM D1970 Lastobond Smooth Seal HT,1IRESISTOI{L}I;B1236,1 PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1.244 j ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR '1 I Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, Gulfport,MS ASTM D1970 Lastobond Smooth Seal HT,HRESIST01 LB1236 PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1:244 9. QUALITY ASSURANCE ENTITY: j UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- ',I I I {I j I1 { i I I I , I I , �I 1 rj I i I I Exterior Research and Design,I.I.C. Evaluation Report 318010.06.09-1111 Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION i FL2569-1313 Soprema,Inc. ! Revision 11:10/06/2017 I Page 8 of 8 I' I ' I ' i Florida Building Code Online Page 1 of 2 `2^^ ^A.^^'T�' i'y-4.t Y".F' .. * I ✓rr+: � _�LY'i�]L3� 4. ivc4-„ � Fu'K.�u�- L' `,k (i °� va�.�ti,�j��e t �s G t Wig. �•'*+ � `d. � { £��-� Sim fp R•, _ �7.., S,..r fW. ,�,`y'" w4 � BCIS Home Log In i User Registration HotTopics Submit Surcharge Stats&Facts Publications j FBC'.Staff BCIS Site Map Links `.Search t I 0wo Product Approval USER.Public User 4V Product Approval Meryu>Product or lication Search>AAppification is >Application Detail . .a � t r FL# FL10674-R13 Application Type Revision iCode Version 2017 Application Status Approved Comments Archived - I I � Product Manufacturer Owens Corning Address/Phone/Email One Owens Coming Parkway Toledo,OH 43659 ,,l (740)404-7829 i greg.keeler@owenscorning';com ; Authorized Signature Greg Keeler greg.keeler@owenscorningl com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Coming PKWY Toledo,OH 43659 (419)376-8360 • mel.sancrant@owenscomig.com Quality Assurance Representative Address/Phone/Email Category Rooting Subcategory Asphalt Shingles 1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC i Quality Assurance Contract Expiration Date 05/16/2020 Validated By John W. Knezevich,PE Validation Checklist- Hardcopy Received! I Certificate of Independence FL10674 R13 COI 2017 01 COI Nieminen!Ddf Referenced Standard and Year(of Standard) Standard ! Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 I ' Equivalence of Product Standards Certified By ! Sections from the Code I http://www.floridabuilding_org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2... 1/15/2018 Florida Building Code Online _ Page 2 of 2 i I I I ' I , Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description I„ I I 10674.1 Owens Coming Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge Shingles and Starters shingles Limits of Use Installation Instructions, Approved for use in HVHZ:No FL10674 R13 II 2017 1FINAL IER_OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES F1_10674-R13.pijf i Impact Resistant:N/A Verified By: Robert J. M. Nieminen!PE-59166 Design Pressure: N/A Created by Independent Third Party:Yes Other: Refer to ER,Section S. Evaluation Reports I!i 1 FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT SHINGLES FL10674-R13.odf I Created by Independent Third Party:Yes I I ' Back Next I I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Ph I e:850-487-1624 i The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy statement::ACce3•sIbI11rY Statement::Refund Statement I i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response,to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions)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 provide the Department with an email address if they have one.The emalls provided may be used for official communication with 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 address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: a I I Credi Card Safe I i I. 1 I I I I I I 1 � , i P I I I I , htt //www.floridabuildin or r/ r_a dtl.as x? aram=wGEVX wtD tE,NbEY5V%2... 1/15/2018 P g �P P PP_ P P Q rl EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 i 353 CHRISTIAN STREET,UNIT#13 j ? TRINITYERS OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT, Owens Corning Evaluation Report 037940.02.12-R8 � One Owens Corning Parkway i FL10674-1113 Toledo,OH 43659 :,Date of Issuance:02/06/2012 (740)404.7829 Revision 8: 10/09/2017 SCOPE: j This Evaluation Report is issued under Rule 61G20-3 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 6th Edition (2017)i Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1. 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. TricityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code iCycle. i ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity[ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall b1e,doneiin its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user Eby the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Bu'ildinglOfficial. This Evaluation Report consists of pages 1 through 8. iPrepared by: ♦Qslsitttla„�,,�— �.:,P`»off`'=•'�:�°d � , Robert J.M. Nieminen,P.E. TL facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DG4 ANE1983 tf [,""""` Nieminen,P.E.;on 10/09/2017. This does not serve as an electronicall signed document CERTIFICATION OF INDEPENDENCE: 1. Trinity{ERS) does not have, nor does it intend to acquire or will it acquire, a financial interest,in any icompany manufacturing or distributing products it evaluates. I i i 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 manufacturin&r 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 TrinitylERD nor Robert Nieminen, P.E. are; in any way, thelDesigner 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. j i I • . li I ,''S. f'TRINITY!ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: it Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced.by Owens Corning,have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth hereii: 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.216.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Enti Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.13 ! 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-132453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL.LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL'LLC(TST9628) Physicals&Wind Resistance 4786093137 i 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter j 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic"and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 DevonshireT"'are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4 Duration , TruDefinition Duration , Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinition'Oakridge', Oakridge" and WeatherGuard"!HP arelfiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip&Ridge Shingles: 4.2.1 Berkshire" Hip &Ridge Shingles, High Ridge,WeatherGuard" HP Hip &Ridge Shingles, ProEdge Hip &Ridge Shingles and DuraRidgel Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 AccessorV Starter Strips: 4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are st rter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity(ERD nor Robe'rt Nieminen, P.E. are, in any way, the Designer of Record for any y 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. Exterior Research and Design,LLC. Evaluation Report 037940.02.12-138 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R23 Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017 Page 2 of 8 i I I � a i ERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class 1 , indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (Vol, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip; Plus noted herein are Classified,in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 Ito ASTNI;;D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd=150 mph,(Vult=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional ares required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3. 6. INSTALLATION: I 6_1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3,1507.2.4 or R905.2.3. I I �' I 6_2 Asphalt Shingles: j 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning currerit published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or' iR905 2.6, with the following exceptions: I '' Berkshire'shingles require minimum five(5)nails per shingle. > WeatherGuard®HP shingles require minimum six(6)nails per shingle. 9 Devonshire'"shingles require minimum six(6)nails per shingle:' > Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip. Refer to Owens CorningI '' published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requiIr'ements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. I ' 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: Feltunderlayntent '%r Deck Factundedayl ent p• Deck Self-adhered t_�• WeatherLockl Self-adhered I C•� Underlayment r` WeatherLock" r/ �underlayntent I `� "may. Drip edge DripDrip edgeredge Grip-- -' r edge "-7„ � I I Nails located pals located Y' ! ' -3'from eave 2-3"from eave �. Install first V� \ Self-searing longadhecave y S$-sozbng adhesive Starter Strip �y� positioned along eave with W romove erS�ip Pl;u .�:%' Positioned along eave shingle with vr8h s'removed 6"removed �,`? I Starter Strip shingle overhangs eaves and rakes 1,15'14T' I starter Strip Plus overhangs eaves and rakes U4-3f4' I ' I I I Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS Certificate of Authorization#9503 Ent EDITION(2017)FBC NON-HVHZ EVALUATION I FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 I Page 3 of 8 ' j �