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HomeMy WebLinkAboutCCF_000463z i 1 ENGINEER GAF 1Campus Drive Parsippany, NJ 07054 (800)766-3411 SCOPE: This Evaluation Report construction materials I P.E. for use of the prodl. described herein have I herein. NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 EVALUATE TEST CONSULT Evaluation Report 01506.04.08-R18 FL10626-R18 Date of Issuance: 04/25/2008 Revision 18: 06/04/2020 s issued under Rule 611320-3 and the applicable rules and regulations governing the use of i the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, ct under the Florida Building Code and Florida Building Code, Residential Volume. The products een evaluated for compliance with the 6t' Edition (2017) Florida Building Code sections noted DESCRIPTION: GAF Roof Prlderlayments be in accordance with the requirements of the Accredited Quality Assurance Agency noted LABELING: Labeling sha herein and FBC 1507.1. CONTINUED COMPLIANCE; Assurance documental Evaluation Report by t product(s), the Quality Evaluation Report rela ADVERTISEMENT: The E% advertising literature. INSPECTION: Upon requ its distributors and shi This Evaluation Prepared by: Robert J.M. Niemine Florida Registration No. CERTIFICATION OF INDEPENDE 1. NEMO ETC, LLC doe distributing product 2. NEMO ETC, LLC is nt 3. Robcrt Nicminen, P which the evaluatlo 4. Robert Nieminen, P product. 5. This is a building co< on which this Evaluz for that purpose. This Evaluation Report is valid until the named product(s) changes, the referenced Quality on changes, or provisions of the Code that relate to the product change. Acceptance of this le named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the 4ssurance or the production facility location(s). NEMO I etc. requires a complete review of this ve to updated Code requirements with each Code Cycle. ►luation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in f any portion of the Evaluation Report is displayed, then it shall be done in its entirety. st, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or I be available for inspection at the job site at the request of the Building Official. onsists of pages 1 through 11. P.E. ` r;':;' The facsimile seal appearing was authorized by Robert 66, Florida DCA ANE1983 , '^c^S", y ` . �,. ,. Nieminen, P.E. on 06/04/2020. This does not serve as an -'•++.. :,,,. " electronically signed document, lot have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or :evaluates. )wned, operated or controlled by any company manufacturing or distributing products it evaluates. dc,cs not have n r will acquiro , a financial interest in anv company manufacturing or distributing products for eports are being issued. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project )n Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically ©2019 NEMO ETC, LLC U(4 NEMO j etc. 1. SCOPE: Product Catego : Roofing Sub -Category: Underlayment Compliance Sta ment: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following secticils of the Florida Building Code through testing in accordance with the following Standards. Compliance is s ject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Property Standard Year Section 1504.3.1 Wind Uplift FM 4474 2011 2009 1507.1.1, R905.1. Exception Unrolling, Breaking Strength, Pliability ASTM D226 2015 1507.1.1, R905.1. Exception Tear Strength ASTM D4533 2016 1507.2.3 / 1507.1 1 Physical Properties ASTM D6757 2015 1507.2.4 / 1507.1 1, 1507.2.9.2 Physical Properties ASTM D1970 FRSA/TRI April 2012 (04-12) 2012 1507.3.3, R905.3. Physical properties ASTM D6164 2011 1507.11.2 Physical Properties Y P 3. REFERENCES: Examination Reference Date 03/13/2007 Entit ERD (TST 6049) Physical Properties R3360.02.07 2 R1 G12110.12.08 12/02/2008 ERD (TST 6049) Physical Properties FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011 ERD (TST 6049) ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014 ERD (TST 6049) ASTM D6164 G46160.09.14-3A GAF-SC13285.03.17-3 09/09/2014 03/01/2017 ERD (TST 6049) ASTM D1970 ASTM D1970 GAF-SC13285.03.17-4 03/01/2017 ERD (TST 6049) Intertek (TST 15 ) FBC 1507.1.1 (Exception) F8549.02-106-18 11/08/2016 PRI (TST 5878) Physical properties Y p p BRY-003-02-01 03/19/2002 03/26/2002 PRI (TST 5878) ASTM D1970 GAF-026-02-01 GAF-027-02-01 03/26/2002 PRI (TST 5878) ASTM D1970 GAF- 0 PRI (TST 5878) Physical properties GAF-224-02-01 24-02-01 07//27/200/2009 PRI (TST 5878) Physical properties GAF-238-02-01 03/03/2010 PRI (TST 5878) ASTM D1970 ASTM D1970 GAF-275-02-01 11/11/2010 PRI (TST 5878) PRI (TST 5878) Physical properties GAF 349 02-01 0 PRI (TST 5878) Wind Uplift GAF-434-02-01 099//1166/201/20133 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 GAF-434-02-04 09/16/2013 PRI (TST 5878) Wind Uplift FBC 1507.1.1 (Exception) GAF-818-02-01 12/05/2017 PRI (TST 5878) PRI (TST 5878) ASTM D1970 (AL) MSA-047-02-01 04/11/2018 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 PRI (TST 5878) FBC 1507.1.1 (Exception) GAF 914-02 01 07/15/2019 PRI (TST 5878) FBC 1507.1.1 (Exception) 376T0012 07/31/2019 PRI (TST 5878) FBC 1507.1.1 (Exception) 376T0018 x 2 PRI (TST 5878) ASTM D1970 376T0032 10/22/2019 19 06/04/2002 06/04/2002 UL (TST 1740) UL (TST 1740) Phvsical properties ASTM D6757 02NK22569 1ONK11990 05/18/2011 Miami -Dade (C 1592) HVHZ compliance 16-1216.02 02/02/2017 Miami -Dade (C 1592) HVHZ compliance 18-0119.15 02/22/2018 07/01/2017 ICC-ES (EVL239 IBC/IRC compliance ESR-2053 07/01/2017 ICC-ES (EVL239 IBC/IRC compliance ESR-2808 01/01/2018 ICC-ES (EVL239 IBC/IRC compliance ESR-1322 Evaluation Report 01506.04.08-1138 NEMO ETC, LLC Certificate of Authorization #314 5 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-1318 Revision 18: 06/04/2020 GAF Roof Underlayments; (800) 766-3411 Page 2 of 11 4"k 17 NEMO I etc. Examination Reference Date Entit 02/01/2018 ICC-ES (EVL2396) IBC/IRC compliance ESR-3286 NEMO ETC Traceability FBC Cross -Listing 04/22/2020 UL, LLC (QUA 9625 Quality Control Service Confirmation 05/21/2019 UL, LLC (QUA 9625 Quality Control Service Confirmation (AL) 05/04/2020 4. PRODUCT DESCRI TION: Prod t Specification Plant(s) Description 4.1 Liberty`"" SBS Sel Adhering ASTM D1970 Mt. Vernon, IN smooth -surf aced, adhering SBS modified bitumen roofed, self- Base/Ply Sheet underlayment 4.2 StormGuard® Fil n 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 SavannahnGA adhering SBS modified bitumen roofed, self - Surfaced Leak B rrier Arkadelphia, AR underlayment; also used as a secondary Tuscaloosa, AL water barrier to seal roof decks opylene 4.4 Deck -Armor" P emium FBC R905 11i1 & NorthDBandON ia �aminaoed polyethylenepesdcpmyshreet roof Breathable Roo Deck underlayment Protection (Exception) Richmond, VA non -asphaltic, polypropylene roofing 4.5 FeltBuster® Hig -Traction FBC 1507.1.1 & Dadra, India underlayment Synthetic Roofi g Felt R905.1.1 (Exception) 4.6 Shingle -Mateo oof Deck FBC 1507.1.1 & Pryor, OK fiberglass reinforced, asphaltic roof Protection R905.1.1 nt (Exception) 4.7 StormSafe`m A hor 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 4.8 Tiger Paw'" Rd f Deck FBC 1507.1.1 & Dadra, India non -woven, polypropylene reinforced, Protection R905.1.1 North Bay, ON polymer coated roof underlayment (Exception) I Parzai, India Umerkui Kilvani, India 4.9 RoofPro11 SBS 4odified All- AC165 Fontana, CA fiberglass-reinforced, glass-reunderlaymerc d, SBS modified bitumen Purpose Und r ayment 4.10 VersaShield®re-Resistant ASTM D67S7 Conover, NC non -asphaltic, fiberglass -based roof Roof Deck Pr t action (physicals) underlayment and/or fire barrier 4.11 Ruberoid®Mop Granule ASTM D6164 Savannah, GA granuasphalt-applied SBSmodifiedbitumen foroof underlayment 4.12 Ruberoid®M Granule FIR ASTM D6164 Savannah, GA granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment Evaluation Report 01506.04.08-1138 NEMO ETC, LLC FL10626-R18 certificate of Authorization #324 GAF Und Roof 5 6T° EDITION FBC NON-HVHZ EVALUATION GAF erlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 3 of 11 0NEM01'etc. 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 an project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance inless retained specifically for that purpose. 5.2 This Evaluation F eport is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classificatioi i is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this pr Auct. 5.4 GAF Roof Under ayments may be used with any prepared roof cover where the product is specifically referenced within FBC appr al documents. If not listed, a request maybe made to the Authority Having Jurisdiction for approval based on this ev luation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof overs: TABLE 1: ROOF COVER OPTIONS Clay and Concrete Tile Metal Slate Wood Asphalt (1507.3) Shingles Panels Shingles Underlayment Shingles Mechanical Adhesive- (15077) Shingles Shakes (1507.2) Attach Set (1507.4) (1507.5) (1507.8) (1507.9) Liberty" SBS Self -Adhering Yes No No No No No No No Base/Ply Sheet StormGuardm Film Surfaced L ak Yes No No Yes Yes Yes No No Barrier WeatherWatch� Mineral Sur iced Yes No No No No No No No Leak Barrier Contact Contact Contact Contact Contact Deck-ArmorTM Premium Brea able Yes No No GAF GAF GAF GAF GAF Roof Deck Protection FeltBuster`° High -Traction Yes No No No No No No No Synthetic Roofing Felt Yes No No No No No No No Shingle -Mate' Roof Deck Protection Contact Contact Contact Contact Contact Tiger Paw'" Roof Deck Prate ion Yes No No GAF GAF GAF GAF GAF RoofPro'" SBS-Modified All- Yes No No No No Yes Yes Yes Purpose Underlayment VersaShielcl- Fire -Resistant of Yes No No No No Yes No No Deck Protection Ruberoid® Mop Granule Yes Yes Yes 5.5.1 No No Yes Yes YesSee Ruberoid" Mop Granule FIR Yes Yes Yes See 5.5.1 No No Yes Yes Yes 5.5.1 "Foam -On Til is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATION51 U erlayment Adhesive Florida Product Approval Ruberoid' Mop Mop Granule F ranule; Ruberoid° Dupont TILE BOND" FL22525 ' Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance NEMO ETC, LLC Evaluation Report 01506.04.08-1118 Certificate of Authorization #324 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R18 GAF Roof Underlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 4 of 11 5.6 ONEMOletc. TABLE 2, SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS nderlayment Application Primer Substrates Liberty`"" SBS Self hering Base/Ply Sheet urfaced Leak Barrier ineral Surfaced Leak Barrier self adhering (Optional) ASTM D41 plywood StormGuard® Film Weather WatchO I Liberty- SBS Self- dhering Base/Ply Sheet urfaced Leak Barrier ineral Surfaced Leak Barrier self -adhering None ASTM D226 felt StormGuarde Film Weather Watch'' Liberty— SBS Self- dhering Base/Ply Sheet Surfaced Leak Barrier Aineral Surfaced Leak Barrier self -adhering ASTM D41 metal (flashing metal, valley metal, etc.) StormGuard' Film Weather Watches Ruberoid° Mop G anule FR hot asphalt ASTM D41 structural concrete Ruberoid® Mop G anule anule anule FR hot asphalt None GAFGLAS° #80 Ultima"" Base Sheet or Ruberoid` 20 Smooth Ruberoid® Mop G Ruberoid° Mop G 5.6.1 Wing Keslsia re lut illu-1cl -a , ,,­, ' ,.• . __- uplift limitations apply to underlayment systems that are not prescriptively addressed in The followinE FRSA/TRI Apri wind 2012 (04-12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is of :esting for wind load resistance based on allowable wind loads and reflects the ultimate passing the result pressure divic ed 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), ppendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum D i n Pressure = -45 sf. inch to meet project requirements to satisfaction of Authority Having Deck: in. 19/32 plywood Base Sheet: urisdiction. AFGLAS° #80 Ultima'"" Base Sheet or Ruberoid° 20 Smooth mechanically attached with 12 ga., min. diameter tin caps spaced 9-inch o.c. at the 25-inch long ring shank nails through 32 ga., 1-5/8-inch spaced, staggered center rows in the field in. 4-inch wide side laps and 9-inch o.c. at two (2), equally Cap Sheet: f the sheet. uberoic!0 Mop Granule or Ruberoid° Mop Granule FR applied in full mopping of ASTM D312, Type V hot asphalt at 20 to 25 Ibs/square. #2 Maximum D. i n Pressure = -75 psf. to meet project requirements to satisfaction of Authority Having Deck: in. 19/32-inch plywood Base Sheet: urisdiction. AFGLAS° #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 in. 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center rows in the Cap Sheet: ield of the sheet. uberoid® 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 Certificate of Authorization Evaluation Report 01506.04.08-1118 6T"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-RIB GAF Roof Underlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 5 of 11 17NEMOletc. #3 Maximum Des in Pressure = -97.5 psf. Deck: n. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having JL riscliction. Base Sheet: G FGLAS® #80 Ultima'"' Base Sheet or Ruberoid° 20 Smooth mechanically attached with 11 ga., min. 1 5-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the IT n. 2-inch wide side laps and 4-inch o.c. at four (4), equally spaced center rows in the field of the sl eet. Cap Sheet: R iberoidO Mop Granule or Ruberoid° Mop Granule FIR applied in full mopping of ASTM D312, Type I hot asphalt at 20 to 25 Ibs/square. #4 Maximum De gn Pressure = -442.5 psf. Deck: in. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Piriscliction Base Sheet: EAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4, i-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to Ibs/square. Cap Sheet: F uberoid" Mop Granule or Ruberoid° Mop Granule FIR applied in full mopping of ASTM D312, Type N hot asphalt at 20 to 25 Ibs/square. 5.6.1.1 For mechanic illy attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that r quired 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 det mined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by z qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI W 1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with n asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 20111 for Zone 2/3 enhancements. 5.7 Ex osure Lirr tations: TABLE 3: EXPOSURE LIMITATIONS Maximum Underlayment Exposure (days) Ehingle-Mate" remium Breathable Roof Deck Protection, FeltBuster° High -Traction Synthetic Roofing Felt, Roof Deck Protection, StormSafe'" Anchor Sheet, Tiger Paw'"' Roof Deck Protection, 30 -Modified All -Purpose Underlayment, Liberty'" SBS Self -Adhering Base/Ply Sheet, ilm Surfaced Leak Barrier and WeatherWatcha' Mineral Surfaced Leak Barrier re -Resistant Roof Deck Protection, Ruberoid"' Mop Granule and Ruberoid"' Mop Granule FR 180 5.8 Tile Slippag imitations (TAS 103 per FRSA TRI April 2012 04-12 : When load" roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. Th e slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Maximum Un layment i Tile Profile Staging Method Slope .. --. --- - - -- - I Flat Max. 10-tile stack 4:12 "sue ovoid-P GrFlat Max. 6-tile stack (4 over 21 5:12 Lugged Max. 10-tile stack 5:12 Flat or Lugged Max. 6-tile stack (4 over 2) 5:12 Ruberoid° IV c p Granule FIR Lugged Max. 10-tile stack 4:12 NEMO ETC, LLC Evaluation Report 01506.04.08-R18 6... EDITION 2017 FBC NON-HVHZ EVALUATION FL10626-R18 Certificate ofAuthorization p324 5 ( ) GAF Roof Underlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 6 of 11 Vk 1 ue4 NEMO I etc. 6. INSTALLATION: 6.1 GAF Roof Und rlayments shall be installed in accordance with GAF published installation instructions subject to the Limitation set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any oose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dL 5t and debris prior to application and prime the substrate (if applicable). 6.3 Install self-adh ring underlayments when ambient temperatures are minimum 45°F and rising. 6.4 All metal surf es shall be primed with MatrixTm 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer pr 3r to application of self -adhering membranes. 6.5 Deck -Armor- Premium Breathable Roof Deck Protection: 6.5.1 Shall be instal ed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or RE 05.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for double -layer applications. 6.5.2 Fasteners: Minimum fastners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1 inch diameter plastic capped, corro ion resistant staples, unless restricted by Code. Code Referen e: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required w iere the ultimate design wind speed, Va ir, equals or exceeds 150 mph." 6.5.3 slopes or 4:1 or realer. End (vertical) aps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be fset from course to course not less than 6 feet. Minimum att chment 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 penling attachment of the battens. 6.5.4 6.5.3 End (vertical) wide rolls) or not less than Begin by fast starter, com (for 54-inch application. Minimum a When batte attached Pell Optional, or Base/Ply Sh vulnerable I install the I 6 to 8-inch other areas NEMO ETC, LLC Certificate of Authorization Bps shall be minimum 6-inches and side (horizontal) laps shall be minimum 28.5-inches (for 54-inch iinimum 25.5-inches (for 48-inch wide rolls). End (vertical) laps shall be offset from course to course feet. ning a full -width along the eaves or install full -width leak barrier. Place a full -width sheet over the etely overlapping the starter course. Continue upslope, maintaining minimum 28.5-inch side laps vide rolls) or minimum 25.5-inch side laps (for 48-inch wide rolls), resulting in a double -layer chment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch O.C. systems are to be installed atop the underlayment, the underlayment need only be preliminarily ding attachment of the battens. required by the Authority Having Jurisdiction: Install a leak barrier of LibertyT" SBS Self -Adhering t; StormGuard® Film Surfaced Leak Barrier or WeatherWatch° Mineral Surfaced Leak Barrier at k areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, k barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At nstall the leak barrier over the underlayment. Evaluation Report 01506.04.08-1138 6" EDITION (2017) F8C NON-HVHZ EVALUATION FL10626-R18 GAF Roof Underlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 7 of 11 ONEMOjetc. 6.6 FeltBuster® Hi -Traction Synthetic Roofing Felt or Tiger Paw'" Roof Deck Protection: 6.6.1 Shall be install d in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R9 5.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for double -layer a iplications. 6.6.2 Fasteners: Minimum fast ners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic - capped, corros on resistant staples, unless restricted by Code. Code Referen : The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required wt ere the ultimate design wind speed, Vault, equals or exceeds 150 mph." 6.6.3 Slopes of 4:12 orgreater: End (vertical) I ips shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be o set 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 ;ystems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pen ng attachment of the battens. 6.6.4 Slopes of Z:1 End (vertical) to less tnan 4:ic: laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 25.5-inches. End (vertical) laps hall be offset from course to course not less than 6 feet. Begin by faStE ning a full -width along the eaves or install full -width leak barrier. Place a full -width sheet over the starter, comp etely overlapping the starter course. Continue upslope, maintaining minimum 25.5-inch side laps, resulting in a Minimum att ouble-layer application. chment 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 pen ing attachment of the battens. by the Authority Having Jurisdiction: Install a leak barrier of Liberty"" SBS Self -Adhering 6.6.5 Optional, or Base/Ply She required t; StormGuard° Film Surfaced Leak Barrier or WeatherWatch" Mineral Surfaced Leak Barrier at le areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, vulnerable install the le barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch o he deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, istall the leak barrier over the underlayment. nchor Sheet: 6.7 StormSafe- Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.7.1 StormSafe'"" nchor 6.7.2 Fasteners: Minimum fa nails & 1-5/ Code Refer be required 6.7.3 Starting at t o.c. in two, C-n*in-e 6-inch o.cu i laps are sta One the sal WeatherW NEMO ETC, LLC Certificate of Authorization eners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant nch tin -caps; or Drill-Tec screws and plates, unless restricted by Code. ce: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall here the ultimate design wind speed, Vault equals or exceeds 150 mph." eave, fasten the eave edge and 6-inch wide end -laps 6-inch D.C. Fasten in the field of the roll 12-inch lually spaced, staggered center rows. ope in a similar manner, maintainins minimum 3-inch side -laps and minimum 6-inch end -laps. Fasten the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end ered at least 3-feet apart. e day, install Liberty'" SBS Self -Adhering Base/Ply; StormGuardo Film Surfaced Leak Barrier or :h® Mineral Surfaced Leak Barrier over the StormSafe'"° Anchor Sheet. Evaluation Report 01506.04.08-1118 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R18 GAF Roof Underlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 8 of 11 ONEMOjetc. 6.8 RoofProTM SBS odified All -Purpose Underlayment and Shingle -Mate® Roof Deck Protection: 6.8.1 Shall be install d in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R9 15.1.1 for the type of prepared roof covering to be installed. 6.8.2 Fasteners: As required in BC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staple are permitted. Code Referenc n The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required w re the ultimate design wind speed, V,,uiu equals or exceeds 150 mph." 6.8.3 Optional, or if equired by the Authority Having Jurisdiction: Install a leak barrier of LibertyT" SBS Self -Adhering Base/Ply Shee ; StormGuard° Film Surfaced Leak Barrier or WeatherWatch° Mineral Surfaced Leak Barrier at vulnerable leal, 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 Ile deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, in tall the leak barrier over the underlayment. 6.9 yersa5hield° F ire -Resistant Roof Deck Protection: 6.9.1 Shall be instal ed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table 1507.1.1 for tIr e type of prepared roof covering to be installed. 6.9.2 Fasteners: Minimum fastners shall be 1-inch diameter plastic -capped or metal -capped corrosion resistant nails or 1 inch diameter plas c-capped, corrosion resistant staples, unless restricted by Code. Code Referee e: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required w iere the ultimate design wind speed, Vauit, equals or exceeds 150 mph." 6.9.3 Slo es of 4:1 or reater: End (vertical) ps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be set from course to course not less than 6 feet. Minimum att chment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten ystems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pen ing attachment of the battens. 6.9.4 Slopes of 2:1 to less than 4:12: End (vertical) aps shall be minimum 6-inches and side (horizontal) laps shall be minimum 22-inches. End (vertical) laps shall be set from course to course not less than 6 feet. Begin by fast nning a half -width starter strip along the eaves or install full -width leak barrier. Place a full -width sheet over the starmr, completely overlapping the starter course. Continue upslope, maintaining minimum 22-inch side laps, resultin in a double -layer application. Minimum at chment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When battep systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached peii fing attachment of the battens. 6.9.5 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty— SIBS Self -Adhering Base/Ply She t; StormGuard° Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced at vulnerable leak areas, incluc i ig but not limited to eaves, vallevs, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior O 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 01506.04.08-1118 Certificate oJAuthorization #3245 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R18 GAF Roof Underlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 9 of 11 6.10 6.10.1 6.10.2 6.10.3 6.11.2 6.11.3 6.12 6.12. 6.12 6.12 NEMO ET Certificate ON I etc. Liberty'"" SBS S If -Adhering Base/Ply Sheet: Shall be instal d in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for th 2 type of prepared roof covering to be installed. The minimum Ind maximum roof slopes are %:12 and 6:12, respectively. Back -nailing is required when slope is 1:12 or great r. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated ithin min. 3-inch side laps. Non -Tile Appli ations: If -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood Shall be fully s shall be prime with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at'% to % gallon per sc uare. Prior to remov al 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. Rem ve 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 fast n to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix— 201 Premium SBS lashing Cement over drip edge. Continue upsli ipe in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps ar staggered at least 18-inch apart. Use a weight lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. StormGuard® Film Surfaced Leak Barrier: Shall be insta led in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for e type of prepared roof covering to be installed. Back -nailing i required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated Nithin min. 3-inch side laps. Non -Tile App cations: elf -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets Shall be fully properly starling at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at aves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging -inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. I tall primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of atrix'°" 201 Premium SBS Flashing Cement over drip edge. Continue up pe in a similar manner, maintaining minimum 3-inch side -laps and minimum 6 inch end -laps. Ensure all end laps z a staggered at least 18-inch apart. Use a hand r Her to firmly bond side and end laps. WeatherWa thO Mineral Surfaced Leak Barrier: L Shall be ins Iled in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for he type of prepared roof covering to be installed. i WeatherW h° Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4- inr•.h wide rcl s to seal plvwood deck joints prior to installation of the primary underlayment system. 3 Back -nailing s required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 16" o.c. encapsulate within min. 4-inch side laps. C, LLC Evaluation Report 01506.04.08-R18 of Authorization#3245 6""EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R18 GAF Roof Underiayments; (800) 766-3411 Revision 18: 06/04/2020 Page 10 of 11 ONEMOjetc. 6.12.4 Non - Shall be fully s If -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starti g at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at a ves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2 nch over the eave and nail into place 12" D.C. Remove the top piece of release film and bond to substrate. Inst ill primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of M trix'" 201 Premium SBS Flashing Cement over drip edge. Continue upsl a 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 roll r to firmly bond side and end laps. 6.13 Ruberoid® Mo Granule; Ruberoid® Mop Granule FIR: 6.13.1 Ruberoid® Mo Granule or Ruberoid° Mop Granule FIR shall be installed in compliance with current GAF published installation rec uirements. 6.13.2 For use in the ipplications, Ruberoid° Mop Granule or Ruberoid® Mop Granule FIR are for use as an alternate to "Mineral Surfa a Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mech inically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TR1 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 en -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course. Side and end -laps shall e fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8- inch beyond tl e lap edge. 6.13.4 Consult GAF ir structions regarding back -nailing requirements. 6.14 Tile Staging beroid® Niop Granule; Ruberoid® Mop Granule FIR); 6.14.1 Tile shall be to ided and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 4 he in, and GAF published requirements for tile staging. 6.14.2 Battens and/c r Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all ro f slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, t prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PER IT REQUIREMENTS: As required the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. B. MANUFACTUF ING PLANTS: Contact the n anufacturer or the named CIA entity for plants covered under Rule 61G20-3 CIA requirements. Refer to Section 4 rein for product & production locations having met codified physical properties specifications. 9, QUALITY / U L, LLC. — NEMO ETC, LLC Certificate of Authorization MCE ENTITY: 625; (847) 664-3281 - END OF EVALUATION REPORT - Evaluation Report 01506.04.08-R38 6T` EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-1118 GAF Roof Underlayments; (800) 766-3411 Revision 18: 06/04/2020 Page 11 of 11