Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 BCIS Home I Log In User Registration Hot Topics } Submit Surcharge Stats&Facts Publications FBC Stall BCIS Site Map I Links I'Search I a 2' r __ Product Approval r2 �� USER:Public User db Product Approval Menu>product or ADolication Search>Application List>Application Detail 5 RECEIVED FL# F1-10626-1113 e Application Type Revision SEP Code Version 2017 SEI 1 /ry -911.9 Application Status Approved ST. Lucie County, Permitting Comments Archived ❑ Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany,NJ 07054 (800)766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative William Broussard Address/Phone/Email i Campus Drive Parsippany,NJ 07054 (800)766-3411 TechnicaIQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/19/2018 Validated By John W.Knezevich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FL10626 R13 COI 2017 01 COI Nieminen odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D6164 2011 ASTM D6757 2016 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%... 12/14/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/22/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 10626.1 GAF Roof Underlayments Roofing Underlayments for use in sloped roof systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL10626 R13 II 2017 09 FINAL ER GAF UNDERLAYMENTS FL10626- Approved for use outside HVHZ:Yes R13.Ddf Impact Resistant:N/A Verified By: Robert Niemien 59166 Design Pressure:+N/A/--45.0 Created by Independent Third Party:Yes Other:1.)The design pressure noted in this Evaluation Reports application relates to one particular FL10626 R13 AE 2017 09 FINAL ER GAF UNDERLAYMENTS FL10626- underlayment system for use under foam-on R13.Ddf tile systems.Refer to ER Section 5.6.4 for Created by Independent Third Party:Yes details.2.)Refer to ER Section 5 for other Limits of Use. Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement 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 mall.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,F.S.,please click here_. Product Approval Accepts: W WN cElck CirediMard Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%... 12/14/2017 NEMO etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST. CONSULT CERTIFY REPORTEVALUATION GAF Evaluation Report 01506.04.08-1115 1Campus Drive - FL10626-R15 Parsippany, NJ 07054 Date of Issuance:04/25/2008 (800)766-3411 Revision 15:04/22/2019 SCOPE: 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 611 Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAFRoof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation. Report is valid until 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. of any changes to the product(s),the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by 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 11. Prepared by: Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 ,o,swdv�`r�•1,t, Nieminen,P.E.on This does not serve as an electronically signedd ddococummenen t. CERTIFICATION OF INDEPENDENCE: 1. NEW ETC,LLC 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. NEMO ETC,LLC 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 NEMO Ietc. 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. "NEM0 etc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing ' Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments,as produced by GAF, have demonstrated compliance with the following sections of the Florida 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. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.1.1,R905.1.1 Exception Unrolling, Breaking Strength, ASTM D226 2009 Pliability 1507.1.1,R905.1.1 Exception Tear Strength ASTM D4533 2015 1507.2:3/1507.1.1 Physical Properties ASTM D6787 2016 1507:2.4/1507.1.1,1507.2.9.2 Physical Properties. ASTM D1970' 2015 1507.3.3,R905.3.3 Physical properties FRSA/TRI April 2012(04-12) 2012- 1507.11.2 012.1507.11.2 Physical Properties ASTM D6164 2011 3. REFERENCES: Entity Examination Reference ' Date ERD(TST 6049) Physical Properties R3360.02.07-2-R1 .03/13/2007 ERD(TST 6049) Physical Properties G12110.12.08 12/02/2008 ERD(TST 6049) FRSA/TRI April 2012(Slippage) G34150.08.11 11/14/2011 ERD(TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014 ERD,(TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014 ERD(TST 6049) ASTM D1970 GAF-SC13285.03.17-3 . 03/01/2017 ERD,(TST6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017 PRI(TST 5878) Physical properties BRY-003-02-01 03/19/2002 PRI(TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002 PRI(TST 5878) ASTM D1970 GAF7027-02-01 03/26/2002 PRI(TST 5878) Physical properties GAF-042-02-01 06/03/2005- PRI 6/03/2005PRI(TST 5878) Physical properties GAF-224-02-01 07/27/2009 PRI(TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010 PRI(TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010 PRI(TST 5878) Physical properties GAF-349-02-01 07/03/2012 PRI(TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI(TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI(TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 PRI(TST 5878) FBC 1507.1.1(Exception) - GAF-818-02-01 12/05/2017 PRI(TST 5878) FBC 1507.1.1(Exception) GAF-826-02-01 06/04/2018 PRI(TST 5878) FBC 1507.1.1(Exception), GAF-847-02-01 06/04/2018 PRI(TST 5878) FBC 1507.1.1(Exception) GAF-914-02-01 04/10/2019 UL(TST 1740) Physical properties 02NK22569 06/04/2002 UL(TST 1740) ASTM D6757 10NK11990 05/18/2011 Miami-Dade(CER 1592) HVHZ compliance 16-1216.02 02/02/2017 Miami-Dade(CER 1592) HVHZ compliance 18-0119.15 - 02/22/2018 ICC-ES(EVL2396) IBC/IRC compliance ESR-2053 07/01/2017 ICC-ES(EVL2396) IBC/IRC compliance ESR-2808 07/01/2017 ICC-ES(EVL2396) IBC/IRC compliance ESR-1322 01/01/2018 ICC-ES(EVL2396) IBC/IRC compliance ESR-3286 02/01/2018 UL,LLC(QUA 9625) Quality Control Service Confirmation 12/17/2018 NEMO ETC,LLC Evaluation Report 01506.04.08-R15 Certificate of Authorization#32455 6'u EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 2 of 11 "FNEMOJetc. PRODUCT4. Product Specification Plant(s) Description 4.1 Liberty'"'SBS Self-Adhering ASTM D1970 Mt.Vernon,IN smooth-surfaced,fiberglass-reinforced,self- Base/Ply Sheet adhering SBS modified bitumen roof underlayment 4.2 StormGuard®Film Surfaced ASTM D1970 Mt.Vernon,IN film-surfaced,fiberglass-reinforced,self- Leak Barrier Savannah,GA adhering SBS modified bitumen roof underlayment;also used as a secondary water barrier to seal roof decks 4.3 WeatherWatch®Mineral ASTM D1970 Mt.Vernon,IN mineral-surfaced,fiberglass-reinforced,self- Surfaced Leak Barrier Savannah,GA adhering SBS modified bitumen roof underlayment;also used as a secondary water barrier to seal roof decks 4.4 VersaShield®Fire-Resistant ASTM D6757 Conover,NC non-asphaltic,fiberglass-based roof Roof Deck Protection (physicals) underlayment and/or fire barrier 4.5 Deck-Armor"'Premium FBC 1507:1.1& North Bay,ON non-woven,spun-bonded polypropylene Breathable Roof Deck R905.1.1 Dadra,India laminated polyethylene scrim sheet roof Protection (Exception) underlayment 4.6 RoofPr6lm SBS-Modified All- AC165 Fontana,CA fiberglass-reinforced,SBS modified bitumen Purpose Underlayment roof underlayment 4.7 Shingle-Mate®Roof Deck FBC 1507.1.1& Pryor,OK fiberglass reinforced,asphaltic roof Protection R905.1.1 underlayment (Exception) 4.8 StormSafel Anchor Sheet FBC 1507.1.1& North Bay,ON polypropylene woven fabric which serves as. R905.1.1 an anchor sheet in two-ply roof (Exception) underlayment systems 4.9 Tiger Paw'"Roof Deck FBC 1507.1.1& Dadra,India non-woven,polypropylene reinforced, Protection R905.1.1 North Bay,ON polymer coated-roof underlayment .(Exception) 4.10 Ruberoid®Mop Granule ASTM D6164 Savannah,GA granule-surfaced,polyester-reinforced, asphalt-applied SBS modified bitumen roof underlayment 4.11 Ruberoid®Mop Granule FR ASTM D6164 Savannah,GA granule-surfaced,polyester-reinforced, asphalt-applied SBS modified bitumen roof underlayment 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 or test report from accredited testing agency for fire ratings of this product. NEMO ETC,LLC Evaluation Report 01506.04.08-R15 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL30626-1135 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 3 of 11 ONEMOjetc. 5.4 GAF 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: TABLEr1ROOF COVER OPTIONS _ Wood Slate or Asphalt Foam-On Underlayment Shingles Nail-On Tile Tile Metal Shakes& Simulated Shingles Slate Deck-Armor—Premium Breathable Yes No No Contact Contact Contact Roof Deck Protection GAF GAF GAF RoofProll SBS-Modified All-Purpose Yes No No No Yes Yes Underlayment Shingle-Mate"Roof Deck Protection Yes No No No No No Contact Contact Contact Tiger Paw'"'Roof Deck Protection Yes No No GAF GAF GAF VersaShield®Fire-Resistant Roof Deck Yes No No No No No Protection Liberty`SBS Self-Adhering Base/Ply Yes No No No No No Sheet StormGuard"Film Surfaced Leak Yes No No Yes No No Barrier WeatherWatch®Mineral Surfaced Yes No No No No No Leak Barrier Ruberoid®Mop Granule Yes Yes See Yes Yes Yes Ruberoid®Mop Granule FR Yes Yes See 555.1 No Yes .Yes 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE ZA_ALLOWABLE TILE.ADHESIVE�UNDERLAYMENT'COMBINATION51 j L xi Adhesive Florida Product Approval I Underlayments Dow TileBond— FL22525 Ruberoid®Mop Granule;Ruberoid°Mop Granule FR 5.6 Allowable Substrates: TABLE BSTRATE 2 SUOPTIONS FOR ADHERED UNDERLAYMENTS T VUnderlayment Application Primer Substrates Liberty—SBS Self-Adhering Base/Ply Sheet StormGuard®Film Surfaced Leak Barrier self-adhering (Optional) plywood ASTM D41 Weather Watch"Mineral Surfaced Leak Barrier Liberty—SBS Self-Adhering Base/Ply Sheet StormGuard"Film Surfaced Leak Barrier self-adhering None ASTM D226 felt Weather Watch®Mineral Surfaced Leak Barrier Libertr SBS Self-Adhering Base/Ply Sheet StormGuard®Film Surfaced Leak Barrier self-adhering ASTM D41 metal(flashing metal,valley metal,etc.) Weather Watch®Mineral Surfaced Leak Barrier 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 01506.04.08-1115 CertiTicate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 4 of 11 ONEMO etc. TABLE;2 SUBSTRATE OPTIONS FOR ADHERED LA ME Underlayment Application Primer Substrates Ruberoid°Mop Granule hot asphalt ASTM D41 structural concrete Ruberoid®Mop Granule FR Ruberoid®Mop Granule Ruberoid®Mop Granule FR GAFGLAS°#80 Ultima""Base Sheet or hot asphalt None Ruberoid°20 Smooth 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012(04-12)and are used in foam-on or mortar-set tile 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),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS®#80 Ultima•"Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga.,min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c.at the min. 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop-Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square.- #2 Maximum Design Pressure=-75 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS®#80 Ultima" Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga.,1-5/8-inch diameter tin caps spaced 8-inch o.c.at the min.4-inch wide side laps and 8-inch o.c. at three (3), equally spaced,staggered center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. #3 Maximum Design Pressure=-97.5 psf. , Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS®#80 UltimaTm Base Sheet or Ruberoid®20 Smooth mechanically attached with 11 ga.,min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 4-inch o.c.at the min.2-inch wide side laps and 4-inch o.c. at four(4), equally spaced center rows in the field of the sheet. Cap Sheet:' Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. #4 Maximum Design Pressure=-442.5 psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Sheet: GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet, GAFGLAS#80 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. NEMO ETC,LLC Evaluation Report 01506.04.08-R15 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVH2 EVALUATION FL10626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019. Page 5 of 11 ONEMO etc. 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,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 FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: 5.7.1 Deck-ArmorTm Premium Breathable Roof Deck Protection; RoofProTm SBS-Modified All-Purpose Underlayment; Shingle-Mate® Roof Deck Protection; StormSafel Anchor Sheet and Tiger PawTm Roof Deck Protection shall not be left exposed for longer than 30-days after installation. 5.7.2 VersaShield® Fire-Resistant Roof Deck Protection, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall not be left exposed for longer than 180-days after installation. 5.7.3 LibertyTM SBS Self-Adhering Base/Ply Sheet;StormGuard®Film Surfaced Leak Barrier and WeatherWatch®Mineral Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): 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. cTABLE 3 -E,SURPQGE LIMITATIONS FOR DIRECT DECK TILE INSTALLATIONS• �,�, Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 4:12 Ruberoid®Mop Granule Flat Max.6-tile stack(4 over 2) 5:12 Lugged Max.10-tile stack 5:12 Ruberoid®Mop Granule FR Flat or Lugged Max.6-tile stack(4 over 2) 5:12 Lugged Max.10-tile stack 4:12 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions 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 Install self-adhering underlayments when ambient temperatures are minimum 45°F and rising. 6.4 All metal surfaces shall be primed with Matrixm 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application.of self-adhering membranes. 6.5 Deck-Armov"Premium Breathable Roof Deck Protection: 6.5.1 Shall be installed in compliance with the requirements for ASTM D226,Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width for double-layer applications. 6.5.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-capped corrosion resistant nails or 1-inch diameter plastic- capped,corrosion resistant staples,"unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vait,equals or exceeds 150 mph." NEMO ETC,LLC Evaluation Report 01506.04.08-R35 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments,(800)766-3411 Revision 15:04/22/2019 Page 6 of 11 ONEMOjetc. 6.5.3 Slopes of 4:12 or greater: End(vertical)laps shall be minimum 6-inches and side(horizontal) laps shall be minimum 4-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.5.4 Slopes of 2:12 to less than 4:12: End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 28.5-inches(for 54-inch wide rolls) or minimum 25.5-inches (for 48-inch wide rolls). End (vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a half-width starter strip along the eaves-or install full-width leak barrier. Place a full-width sheet over the starter,completely overlapping the starter course. Continue upslope,maintaining minimum 28.5- inch side laps (for 54-inch wide rolls) or minimum 25.5-inch side laps (for 48-inch wide rolls), resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.5.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM' SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys,install the leak barrier prior to installation of the underlayment. Along the rake,install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 6.6 Tiger Paws"''Roof Deck Protection: 6.6.1 Shall be installed in compliance with the requirements for ASTM D226,Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,Considering the wider sheet-width for double-layer applications. 6.6.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-capped corrosion resistant nails or 1-inch diameter plastic- capped,corrosion resistant staples,unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vaum equals or exceeds 150 mph." 6.6.3 Slopes of 4:12 or greater: End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.6.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 25.5-inches. End (vertical)laps shall be offset from course to course not less than 6 feet. Begin by fastening a half-width starter strip along the eaves or install full-width leak barrier. Place a full-width sheet over the starter,completely overlapping the starter course. Continue upslope,maintaining minimum 25.5- inch side laps,resulting in a double-layer application. NEMO ETC,LLC Evaluation Report 01506.04.08-R15 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 7 of 11 NMEMO I etc. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the battens. 6.6.5 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty""SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys,install the leak barrier prior to installation of the underlayment. Along the rake,install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 6.7 StormSaW"Anchor Sheet: 6.7.1 StormSafelm Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.7.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-or steel-capped corrosion resistant nails;corrosion-resistant nails&1-5/8-inch tin-caps;or Drill-Tec screws and plates,unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vauib equals or exceeds 150 mph." 6.7.3 Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c. Fasten in the field of the roll 12- inch o.c.in two,equally spaced,staggered center rows. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Fasten 6-inch D.C. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. One the same day, install LI-bertyl SBS Self-Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier or WeatherWatch®Mineral Surfaced Leak Barrier over the StormSafel Anchor Sheet. 6.8 RoofPro'""SBS-Modified All-Purpose Underlayment and Shingle-Mateo Roof Deck Protection: 6.8.1 Shall be installed in compliance with the requirements for ASTM D226,Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. 6.8.2 Fasteners: As required in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vaui4 equals or exceeds 150 mph." 6.8.3 Optional, or if required by the Authority Having Jurisdiction: �Install a leak barrier of Liberty'" SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys,install the leak barrier prior to installation of the underlayment. Along the rake,install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. NEMO ETC,LLC Evaluation Report 01506.04.08-1115 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FU0626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 8 of 11 ONEMOjetc. 6.9 VersaShield®Fire-Resistant Roof Deck Protection: 6.9.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.9.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-capped or metal-capped corrosion resistant nails or 1-inch diameter plastic-capped,corrosion resistant staples,unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: `...except metal cap nails shall be required where the ultimate design wind speed, Va,io equals or exceeds 150 mph." 6.9.3 Slopes of 4:12 or greater: End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the battens. 6.9.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 22-inches. End (vertical)laps shall be offset from course to course not less than 6 feet. Begin by fastening a half-width starter strip along the eaves or install full-width leak-barrier. Place a full-width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 22- inch side laps,resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the battens. 6.9.5 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM'SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced at vulnerable leak areas, including but not limited to eaves,valleys, rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 6.10 Liberty""SBS Self-Adhering Base/Ply Sheet: 6.10.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.10.2 The minimum and maximum roof slopes are%:12 and 6:12, respectively. Back-nailing is required when slope is 1:12 or greater. Back-nailing shall consist_of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min.3-inch side laps. 6.10.3 Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section 5.6. For direct-bond to deck applications plywood shall be primed with Matrix'"'307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at Y2 to gallon per square. Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.Roll out sheet and allow to`relax'for min.30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matri)ff 201 Premium SBS Flashing Cement over drip edge. NEMO ETC,LLC Evaluation Report 01506.04.08-R35 Certficate of Authorization 432455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 9 of 11 ONEMOletc. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.11 StormGuard®Film Surfaced Leak Barrier: 6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.11.2 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"o.c. encapsulated within min.3-inch side laps. 6.11.3 Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matri)ff 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6.12 WeatherWatch®Mineral Surfaced Leak Barrier: 6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.12.2 WeatherWatch®Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4- inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.12.3 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min.4-inch side laps. 6.12.4 Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"D.C. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrhem 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. NEW ETC,LLC Evaluation Report 01506.04.08-R15 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 10 of 11 - • OONEMOjetc- 6.13 Rubero)d®Mop Granule;Ruberoid®Mop Granule FR: 6.13.1 Ruberoid® Mop Granule or Ruberoid® Mop Granule FR shall be installed,in compliance with current GAF published installation requirements. 6.13.2 For use in tile applications,Ruberoid®Mop Granule or Ruberoid®Mop Granule Ware for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M)in the"Single Ply System"from FRSA/TRI April 2012(04- 12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 6.13.3 Fully adhere in ASTM D312, Type IV hot-asphalt to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end-laps minimum 6-inch wide,and offset.end-laps minimum 3-feet from course to course. Side and end-laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.13.4 Consult GAF instructions regarding back-nailing requirements. 6.14 'Tile Staging(Ruberoid®Mop Granule:Ruberoid®Mop Granule FR): 6.14.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 3 herein,and GAF published requirements for the staging. 6.14.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail-boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for plants,covered under Rule 61G20-3 QA requirements., Refer to Section 4 herein for. product & production locations having met codified physical properties specifications. • QUALITY ASSURANCE UL,LLC.—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- _ NEMO ETC,LLC Evaluation Report 01506.04.08-R35 Certificate of Authorization 1132455 V"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments;(800)766-3411 Revision 15:04/22/2019 Page 11 of 11