Loading...
HomeMy WebLinkAboutEVALUATION REPORTU RECEIVED MAR 12 2019 57. 6a61e County, Pormltting NEMO l etc. Certificate of Authorization N32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY GAF Evaluation Report 01506.04.08-1114 SCampus Drive UEL_106ZI5�7R_Jy Parsippany, NJ 07054 SCANNED Date of Issuance: 04/25/2008 (800) 766-3411 BY Revision 14: 06/06/2018 SCOPE: St. Lucie County 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 6u'Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof 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 ) 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 Ietc. 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. Florida Registration No. 59166, Florida DC4 ANE1993 The facsimile seal appearing was authorized by Robert `.�Sg �9•"E''? Nleminen, P.C. on 06/0512018. This does notserve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO 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. ONEMOletc. ROOFING COMPONENT EVALUATION: 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. 1504.3.1 1507.1.1, R905.1.1 Exception 1507.1.1, R905.1.1 Exception 1507.2.3 / 1507.1.1 1507.2.4 / 1507.1.1, 1507.2.9.2 1507.3.3 1507.11.2 Ent! _ ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) UL (TST 1740) UL (TST 1740) Miami -Dade (CER 1592) Miami -Dade (CER 1592) [CC -ES (EVL2396) ICC-ES (EVL2396) ICC-ES (EVL2396) ICC-ES(EVL2396) UL, LLC (QUA 9625) UL, -LLC(QUA 9625) UL, U.C. (QUA 9625) UL, U.C. (QUA 9625) Property. _ Standard Wind Uplift FM 4474 Unrolling, Breaking Strength, ASTM D226 Pliability Tear Strength ASTM D4533 Physical Properties ASTM D6757 Physical Properties ASTM D1970 Physical properties FRSA/TRI April 2012 (04-12) Physical Properties ASTM D6164 Physical Properties Physical Properties FRSA/TRI April 2012 (Slippage) ASTM D6164 ASTM D6164 ASTM D1970 ASTM D1970 Physical properties ASTM D1970 ASTM D1970 Physical properties Physical properties ASTM D1970 ASTM D1970 Physical properties Wind Uplift Wind Uplift Wind Uplift FBC 1507.1.1 (Exception) FBC 1507.1.1 (Exception) FBC 1507.1.1 (Exception) Physical properties ASTM D6757 HVHZ compliance HVHZ compliance IBC/IRC compliance IBC/IRC compliance IBC/IRC compliance IBC/IRC compliance Quality Control Quality Control Quality Control Quality Control Reference. R3360.02.07-2-R1 G12110.12.08 G34150.08.11 G40630.01.14-2B G46160.09.14-3A GAF-SC13285.03.17-3 GAF-SC13285.03.17-4 BRY-003-02-01 GAF-026-02-01 GAF-027-02-01 GAF-042-02-01 GAF-224-02-01 GAF-238-02-01 GAF-275-02-01 GAF-349-02-01 GAF-434-02-01 GAF-434-02-03 GAF-434-02-04 GAF-818-02-01 GAF-826-02-01 GAF-847-02-01 02NK22569 1ONK11990 16-1216.02 18-0119.15 ESR-2053 ESR-2808 ESR-1322 ESR-3286 Inspect,, File R10689 (BC) Inspect, File R10689 (CA) Inspect, File R10689 (GA) Inspect, File R10689 (IN) Year 2011 2009 2015 2016 2015 2012 2011 Date 03/13/2007 12/02/2008 11/14/2011 01/07/2014 09/09/2014 03/01/2017 03/01/2017 03/19/2002 03/26/2002 03/26/2002 06/03/2005 07/27/2009 03/03/2010 11/11/2010 07/03/2012 09/16/2013 09/16/2013 09/16/2013 12/05/2017 06/04/2018 06/04/2018 06/04/2002 05/18/2011 02/02/2017 02/22/2018 07/01/2017 07/01/2017 01/01/2018 02/01/2018 06/27/2017 07/07/2017 02/02/2018 01/10/2018 NEMO ETC, LLC Evaluation Report 01506.04.08-R14 Certifinne of Authatization#32455 6TMEDITION(2017)FBC NON-HVHZ EVALUATION FL10626-1114 GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018 Page 2 of 11 ONEMID I etc Eniitt Examination Reference Date.— UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 INC) 03/14/2018 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (OK) 06/20/2017 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (ON, QC) 05/18/2018 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (SC) 06/16/2017 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (TX) 05/24/2016 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (INDIA) 04/13/2018 UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (LA) 04/23/2018 4.1 Self -Adhering Underlayments: 4.1.1 LibertVTM SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.1.2 StormGuard° Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.3 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch° Mineral Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.2 Mechanically Fastened Underlayments: 4.2.1 VersaShield° Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or fire barrier; meets physical requirements of ASTM D6757. 4.2.2 Deck -Armor' Premium Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene laminated polyethylene scrim sheet roof underlayment, available in 48-inch or 54-inch roll widths; meets FBC 1507.1.1 & R905.1.1 (Exception). 4.2.3 RoofPro' SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof underlayment; meets AC165. 4.2.4 Shingle -Mate® Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC 1507.1.1 & R905.1.1 (Exception). 4.2.5 StormSafem Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply roof underlayment systems; meets FBC 1507.1.1 & R905.1.1 (Exception). 4.2.6 Tiger PawTM Roof Deck Protection is a non -woven, polypropylene reinforced, polymer coated roof underlayment; meets FBC 1507.1.1 & R905.1.1 (Exception). 4.3 Asphalt -Applied Underlayments: 4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. 4.3.2 Ruberoid® Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. NENIO ETC, LLC Evaluation Report 01506.04.08-R14 Certificate ofAuthoriaation N32455 6r EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-1174 GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018 Page 3 of 11 ON EMO etc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, 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. 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: ?,I SOV�RQPTI�tS - Asphalt Foam -On Wood Slate or Underlayrent Nail -On Tile Metal Shakes& Simulated Shingles, Tile Shingles Slate Deck -Armor'° Premium Breathable Contact Contact Contact Roof Deck Protection Yes No No GAF GAF GAF RoofProT"SBS-Modified All -Purpose Underlayment Yes No No No Yes Yes Shingle -Mate® Roof Deck Protection Yes No No No No No Tiger Pawl" Roof Deck Protection Yes No No Contact Contact Contact GAF GAF GAF VersaShield° Fire -Resistant Roof Deck Protection Yes No No No No No LibertyT" SBS Self -Adhering Base/Ply Sheet Yes No No No No No StormGuarda Film Surfaced Leak Barrier Yes No No Yes No No WeatherWatcha Mineral Surfaced Leak Barrier Yes No No No No No Ruberoid® Mop Granule Yes Yes Yes Yes Yes See 5.5.1 Ruberoid® Mop Granule FR Yes Yes Yes FN Yes Yes See 5.5.1 5.5.1 "Foam -On Tile' is limited to use of the following Approved tile adhesives / underlayment combinations. ALLOWABLETABLE 1A: •.HESIVE/ . UNDERVAYMENT COMBINATIONS Adhesive Florida- Product Approval Underlayments Dow TileBondT FL22525 IRuberoid® Mop Granule; Ruberoid° Mop Granule FR t Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC I Evaluation Report 01506.04.08-R34 Certificate afAuthor&otion#32455 6T"EOITION(2017)FBC NON-HVHZ EVALUATION F1.10626-1114 GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018 Page 4 of 11 IN NEMO I etc. 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: ✓ Liberty"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and Weather Watch® Mineral Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41 primed plywood. ✓ Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to ASTM D41 primed structural concrete. 5.6.2 Bond to Mechanically Attached Base Laver: ✓ Libertyn' SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatcho Mineral Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt ✓ Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to GAFGLAS® #80 Ultima'" Base Sheet or Ruberoid® 20 Smooth. 5.6.3 Bond to Other Substrate TVDes: ✓ ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam - on or mortar -set tile systems, where 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 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 Layer: 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 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. #2 Maximum Design Pressure=-75 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: 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 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. #3 Maximum Design Pressure = -442.5 psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS $180 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 Ibs/square. -- - - -Top Layer: Ruberoid® Mop Granule or Ruberoid° Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. NEMO ETC, LLC Evaluation Report 01506.04.08-R34 Certifimte of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION F1.30626-1114 GAF Roof Underiayments; (800) 766-3411 Revision 14: 06/05/2018 Page 5 of 11 NNEMOletc. 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 WDi, 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 -Armor"" Premium Breathable Roof Deck Protection; RcofProTM SBS-Modified All -Purpose Underlayment; Shingle -Mate® Roof Deck Protection; StormSafe'" Anchor Sheet and Tiger Paw'" 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 Ruberoids Mop Granule FR shall not be left exposed for longer than 180-days after installation. 5.7.3 Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatchs Mineral Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. 5.8 6.1 6.2 6.3 6.4 6.5 6.5.1 6.5.2 Tile Slippage Limitations (TAS 103 per FRSAlTRI 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. Underlayment TileProfile Staging Method Maximum Slope Ruberoid° Mop Granule Flat Max. 10-tile stack 4:12 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 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. Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris priorto application and prime the substrate (if applicable). Install self -adhering underlayments when ambient temperatures are minimum 45"F and rising. All metal surfaces shall be primed with MatrixTM 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. :Roof beck Protection: Shall be installed in compliance with the requirements for ASTM D226, Type 1 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. Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic - capped, corrosion resistant staples. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, Veh, equals or exceeds 150 mph. NEMO ETC, LLC Evaluation Report 01506.04.08-R14 Cerfifane ofAuth.,h. ion p324SS 6'"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R34 GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018 Page 6 of 11 *NEMO I etc. 6.5.3 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; UnderRoof" 2 Polyester -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. 6.5.4 Non -Tile Roof Installations: Single Laver: Roof Slope > 4:12: 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 c.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. Double Laver: 2:12 < Roof Slope <4:12: If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses. 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, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in maximum 22.5-inch exposure) or minimum 28.5-inch side -laps for 54-inch wide rolls (resulting in maximum 25.5- inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end 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. 6.6 I Tiger'PawTM Roof Deck Protectiorf: 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 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic - capped, corrosion resistant staples. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, Vun, equals or exceeds 150 mph. 6.6.3 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; UnderRoof" 2 Polyester -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. 6.6.4 Non -Tile Roof Installations: Single Laver: Roof Slope> 4:12: 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 o.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. NEIAO ETC, LLC Evaluation Report 01506.04.08-R14 Certificate of Authorization p32455 6mEDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R14 GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018 Page 7 of 11 ONEMO I etc. Double Laver; 2:12 < Roof Slope <4:12: If leak barrier (6.4.3) is not used, install a half -width sheet at the eave prior to subsequent courses. 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, with minimum 25.5-inch side -laps (resulting in maximum 22.5-inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end 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. 6.7 StormSafe"'.Anchor Sheet: 6.7.1 StormSafe'" Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.7.2 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. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, Vam, equals or exceeds 150 mph. 6.7.3 Non -Tile Roof Installations: 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 o.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 Liberty'"' SBS Self -Adhering Base/Ply; StormGuard8 Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier over the StormSafe'' Anchor Sheet. 6.8 ROO[Pr0" SBS-Modified All-Purpose.Underlayment and Shingle -Mate® 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. No hammer tacks or staples are permitted. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where the ultimate design wind speed, VI,, equals or exceeds 150 mph. 6.8.2 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. 6.9 VersaShieldO Fire -Resistant 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. No hammer tacks or staples are permitted. 6.9.2 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 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-R34 certificate of Authorbation#32455 6'"EDITION(2017)F13C NON-HVHZ EVALUATION FL10626-1114 GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2019 Page 8 of 11 ON EMO I etc. 6.10 Libe rty'" 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 Y: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. within 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 Y= to Y. gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof leave) 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 MatrixTM 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 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. within 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 leave) 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 Matrix'" 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. NEMO ETC, LLC Evaluation Report 01506.04.08-R34 Certifimte o/Autharizotion #32455 OEDITION (20171 FBC NON-HVHZ EVALUATION F1.10626-R14 GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018 Page 9 of 11 ONEMID etc. 6.12 WeatherWatchO 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 WeatherWatchO Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4- inch wide rolls to seal plywood deckjoints 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. within 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" 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 Matrixm 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. 6.13 I .Ruberoid® Mop Granule; Ruberoid® Mop Granule FIR: 6.13.1 Ruberoid® Mop Granule or Ruberoidm Mop Granule FIR 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 FR are 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 FRI: 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 2 herein, and GAF published requirements for tile 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. NEMO ETC, LLC Evaluation Report 01506.04.08-R34 Certificate of Authorization a32455 6TMEDITION(2017)FBC NON-HVHZ EVALUATION FL30626-1114 GAF Roof Underlayments; (8001 766-3411 Revision 14: 06/05/2018 Page 10 of 11 A ONEMO I etc. As required by the Building Official or Authority Having Jurisdiction to product. Contact the noted CA agency for information on product locations covered for F.A.C. 61G20-3 CA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specificatioh Rrodud s Charleston,SC FBC 1507.1.1(Exception) Tiger Paw"' Roof Deck Protection Conover, NC ASTM D6757 VersaShield® Fire -Resistant Roof Deck Protection Dadra, India FBC 1507.1.1(Exception) Tiger Paw— Roof Deck Protection Fontana, CA AC165 RoofPro' SBS-Modified All -Purpose Underlayment Homer, LA FBC 1507.1.1(Exception) Tiger PawTM Roof Deck Protection (WIP) McGregor, TX FBC 1507.1.1(Exception) Shingle -Mate° Roof Deck Protection Mission, BC FBC 1507.1.1(Exception) Tiger Paw"' Roof Deck Protection Mt. Vernon, IN ASTM D1970 Liberty`" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; WeatherWatch° Mineral Surfaced Leak Barrier North Bay, Ontario FBC 1507.1.1(Exception) Deck -Armor'" Premium Breathable Roof Deck Protection, StormSafe— Anchor Sheet, Tiger Paw— Roof Deck Protection (conversion) Pryor, OK FBC 1507.1.1(Exception) Shingle -Mate° Roof Deck Protection Savannah, GA ASTM D1970 StormGuard® Film Surfaced Leak Barrier; WeatherWatch° Mineral Surfaced Leak Barrier ASTM D6164 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR UL, L-C. — QUA9625; (847) 664-3281 -END OF EVALUATION REPORT - NEMO ETC, LLC certificote ofAuthori:otion k32455 6"EDITION (2017) FBC NON-HVHZ EVALUATION GAF Roof Underiayments; (800) 766-3411 Evaluation Report 01506.04.08-1134 FL10626-1114 Revision 14: 06/05/2018 Page 11 of 11