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oufluntine lu[3 flunt9%,oae rnJt tr, t 3 4 y.t flb11t.� : (� m "y f ck � ¢� t l links 1 Search I T .n ,— Site MaP t z y 32 §t k I }r 4 n l l � k` � C°tltaCt US SCIS Publications pt stats Bt pdd5 , I r r Submit Surcharge s�`£ "---�' `"z BCIS Home tA9 RECEIVED FI©tidag }p5e° Pct ilpUser pProval �F t� A4 ' U ii ton Ust>APPiication Detail JA1Y,O 2 2020 i on Sea ? >Product r Ft10124-R22 Permitting Department Revision St. Lucie County C".._R•-rte-1.�3 5 F FL 2017 ApType YPe. Approved Code Version Application Status Comments Archived GAF 1 Campus Drive Address Manufacturer parisppanY,(800)766_N3 070.54 4113 Address/phone/Email mstleh@gaf.com Robert Nieminen Authorized Signature ireith@nemoetc.com William Broussard 1 Campus Drive entative Parsippany,03 07054 Technical Repi•es matt 766-3411 Address/Phone/ (800) af.com Technicaloue5tionsGAF@9 I Quality Assurance Representative Address/Phone/Emalt Roofing Asphalt Shingles Category Registered Architect or Licensed Florida SubcategoryRep ort from a Eldrtda Evaluation Engineer Professional Eng Hardcopy Received Compliance Method Evaluation Report r Architect Name who developed the Robert Nieminen Ftorlda Engineer o pE_59166 Evaluation Report UL LLC Florida License 10/18/2021 Quality Assurance Entity !ration Date John W.Knezevicht PE Received Quality Assurance Contract Face Validation Checidist-Hardcopy Validated BYdf �` 2 Cat 0 9 poi E� Yea Certificate of Independence 2015M d rd 2016 ASTM D1970 2010 Referenced Standard and Year(of Standar ASTM D3161 2011 ASTM D3462 1995 ASTM D7158 TAS 107 Equivalence of Product Standards 112 Certified By Ro9w%3d°lo3d uracBeVCbdML1NZC6�esY38o0yLwXhMdGtLTv9Ce1 •Itftoridabuitding•arglpriPr app�ti.aspx?param=wCEVX'Qwtflq , haps. a%it lilt 10 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/17/2019 Date Validated 04/21/2019 Date Pending FBC Approval 04/25/2019 Date Approved 06/18/2019 Summary of products FL# Model,Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab,laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ:No FL10124 R22 11 2019 04 FINAL C-R GAF ASPHALT Approved for use outside NVNZ;Yes SHINGLES FL10124-R22.p_ Impact Resistant:N/A Verified By: Robert Nlemlnen PE-59166 Design Pressure.NIA Created by Independent Third Party:Yes Other:Refer to ER,Section S. Evaluation Reports FL10124 R22 AE 2019 04 FINAL ER PHAiT SHINGLES FL10124-R22.pdf Created by Independent Third Party:Yes Pact: Neat contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone;80-487-1824 The State of Florida is an AAJEEO employer.gMright 2007-2013 State of Florida.::Privacy,Staters ::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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455,275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided maybe 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 dick b.1re—. Product Approval Accepts. X Credit Card Safe https://floddebuilding.org/Pr/pC._appjti.aspx?param--wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCILTv9CejRogw%3d%3d 2/2 NEMd I etC. Certificate of Authorization#32455 353 Christian Street,.!Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY GAF Evaluation Report 01506.01.08-1124 124-1122 1 Campus Drive FI.1I0 Parsippany, NJ 07054 Date of Issuance:01/03/2008 (800)766-3411 Revision 24:04/12/2019 SCOPE: This Evaluation Report is issued under Rule 61620-3 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 6t'Edition(2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agen ICY noted herein and FBC 1507.2.7.1/R905.2.6.1 i 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). NEW 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 "MEMO 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 6. Prepared by: Robert J.M.Nierninen,P.E. Y. The facsimile seal appearing was authorized bi Robert Nieminen,P.E.on 04/12/2019.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 electronically signed document CERTIFICATION OF INDEPENDENCE: i 1. NEMOletc. 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. N EMO I etc.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 I etc.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. SMEM011jetc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub-Category:. Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles,as produced by GAF,have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance Is subject to the Installation Requirements and Limitations Conditions of Use set forth herein. Eno= Section Property Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5,8905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 R'E�FERN'Iff E-S: Entity Examination Reference Date - PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002! PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/20051 PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011i PRI(TST 5878) ASTM D1970(QuickStart) GAF-340-02-01 03/13/2011! PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 PRI(TST 5878) Wind Driven Rain GAF-895-02-01 11/20/2018 PRI(TST 5878) Wind Driven Rain GAF-896-02-01 11/20/2018 PRI(TST 5878) ASTM D3462 GAF-897-02-01 11/08/2018 PRI(TST 5878) ASTM D3462 GAF-898-02-01 11/08/2018i PRI(TST 5878) ASTM D3462 GAF-899-02-01 11/15/20181 UL(TST 1740) ASTM D3462 93NK6295 11/29/19931 UL(TST 1740) ASTM D3462 99NK43835 01/12/20001 UL(TST 1740) TAS 107 94N0632 03/29/20001 UL(TST 1740) ASTM D3462 0INK06632 02/02/2001; UL(TST 1740) ASTM D3161,TAS 107 0INK9226 05/21/2001: UL(TST 1740) ASTM D3161 01NK37122 12/18/20011 UL(TST 1740) ASTM D3462 OINK37122 12/19/20011, UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/20021 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/20021 UL(TST 1740) ASTM D3161 03CA5367 03/11/20031 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003; UL(TST 1740) ASTM D3462 04NK13850 06/07/2004, UL(TST 1740) ASTM D3161 04NK13850 06/23/2004' UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/015/20051� UL(TST 1740) ASTM D3161 04NK22009 05/09/20051 UL(TST 1740) ASTM D3462 OSNK27924 02/10/20061 UL(TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006! UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006) UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006, UL(TST 1740) ASTM D3462 06CA31603 12/01/2006: UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006, UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 MEMO ETC,LLC Evaluation Report 0I506.01.08-RZ4 Certificate ofAuthorizatlan#32455 1 e EDITION(2017)FBC MON-HVHZ EVALUATION FL10124-R22 GAF Asphalt Roof Shingles Revision 24:04/i2/2019 Page 2 of 6 i I Ut Emoletc. Entity Exarninal •Reference Date UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61248 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA3174Z 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL,I.I.C.(TST 9628) ASTM D3161 4788698165 03/24/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) _ASTM D3161,D3462 09CA06856 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08127/2009 UL(TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL(TSC 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA072W 05/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010 UL(TSC 1740) ASTM D3161,D7158,D3462 08CA06100• 01/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CAS3934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CAS8151 02/15/2013 UL,I.I.C.(TST 9628) ASTM D3161, 12CA38083 02/26/2013 UL,U.C.(TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL,LLC.(TSC 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4788717529 09/09/2016 UL,LLC.(TST 9628) ASTM D3161 4788669132 12/13/2018 UL,I.I.C.(TST 9628) ASTM D3161 4788891098 02/14/2019 UL,LLC.(QUA 9625) Quality Control Service Confirmation 10/18/2018 j ••ao e e 4.1 ACCESSORY STARTER STRIPS: i 4.1.1 Pro-Start° Eave/Rake Starter Strip Shingles and WeatherBlockeff Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. Meets ASTM D3462. 4.1.2 QuickStartl Peel &Stick Starter Roil is a is a mineral-surfaced,fiberglass-reinforced, self-adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll,for use with asphalt shingles with exposure of 6-inch or less. Meets ASTM D1970. 4.1.3 StarterMatchTm Starter Strip Shingles are color-coordinated starter strips for use with Grand Canyon°and Grand Sequoia®series asphalt shingles. StarterMatchTm are installed as the second starter for Grand CanyonO andGrand Sequoia"series installations. Meets ASTM D3462. 4.2 ASPHALT SHINGLES: 4.2.1 Marquis WeatherMax0',Royal Sovereign"and Sentinel®are a fiberglass reinforced 3-tab asphalt roof shingles. 4.2.2 Camelot°, Camelot' II, Fortitude"", Glenwood*'", Grand CanyonO, Grand Sequoia®, Grand Sequoia® 1R, Grand Sequoia" ArmorShield7m, Sienna°, Timberline® American Harvest', Timberline® ArmorShieldT"A 11, Timberline® Natural Shadow®, Timberline HDII, Timberline" HDZI, Timberline' Cool Series', Timberline Ultra HD® and Woodland'are fiberglass reinforced,laminated asphalt roof shingles. 4.2.3 SiatelineO is a fiberglass reinforced 5-tab asphalt roof shingle. MEMO ETC,LLC Evaluation Report 01506.01.08-R24 Certificate of Authorization#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL10124.1122 GAF Asphalt Roof Shingles Revision 24:04/12/2019 Page 3 of 6 � � / *NEMOJetc. | 143 Hip-&'RID*GE SHINGLES: 4.3.1 Sea]-A-RidgeO Ridge Cap Shingles,Seal-A-RidgeQ ArmorShield'Ridge Cap Shingles and TimbertexO Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. ^ i 5.1 This mobuilding code evamu mpn Neither m� m� ='+ "" '` �^~' Robert ~~ ~ `' ~^-~°^'~', --''-----°ner— of Record�ranypmjonwhich this Evaluation Report,orprevious versions thereof,is/was used for permitting ordesign guidance unless retained specifically for that purpose. ! 5.2 This Evaluation Report isnot for use\nF8CHVHZjurisdictions. 5'3 Fire Classification is not part'of this Evaluation Report;refer to current Approved Roofing Materials Direct6ryfor fire ratings ofthis product. . 5.4� . SA.1 The GAF asphalt shingles noted in Section 4.2 are Classified in accordance with F8CTab|es 15072.7.1 and R9O5'2.G'1toASTM D]154Class Fand/or ASTM D71S8,Class F,indicating the shingles are acceptable fur,use in all wind zones upto\ad=15Omph(Vu/^=184mph). Refer toSection Gfor installation requirements tmmeet this ' wind rating. ! Note: Classification by ASTM D7150 applies only to exposure category 8 or[,as defined in FBC 1609 mean roof height of6Ofeet orless. Calculations' .by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle. / 5.4.2 The GAF hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBCTab|es 1507.2.1.1 and R9O5.2.6'1toASTM O3161,Class F,indicating the shingles are acceptable for use lnall wind zones uptoVuld=15O mph(V,,It=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.KUle IJIUZU-3. � 6'1-1 Roof deck,slope,underlayment and fasteners shall comply with FBC 1507.2 1 R905.2 and the shingle manu!facturer's minimum requirements. i 6'1.2 UnderlaymentshoUbeocoeptaWetoGAFoodshuUho|dcurrentFhoridaStateuodeProductApprovoior !eLoca|k/ Approved per Rule G11B28-3 per FBCSections lSO9.2'3,1SO7'2~4orM906.2'l | 6'1'3 Fasteners shall be |n accordance m//t6 manufacturer's published requirements,re�uinem�n� but not less than FBC 1�07.2.6 or | R9DS.2'S. Staples are not permitted. 6.1.4 GAF asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the limitationsse1 forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. � 6.2 STARTER SHINGLES OR STARTER STRIP: 6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles,WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel&Stick Starter Roll shall comply with the GAF current published instructions. i � | / mpMoETC,LLC Evaluation Report 01506.01,08-1124 Ceniftote of Anmvuzauo o32e55 a*EDITION(2os)ruCmom+m*zEVALUATION Fu6124-Ra2 / GAF Asphalt Roof Shingles Revision 24:04/12/2019 Page-_--- . | { '| i I UNNEMO Q eM 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2-7 or R905.2.6,with the following exceptions: ➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five(5)nails per shingle. Slateline requires minimum six(6)nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.2.1 Fastening for Timberline®HDZTm;slopes 2:12 up to 21:12 39-3/8"(1 m) A 11-51r-14-58'(295mm-372mm) 11-5/8'-14-5iT(295mm-372mm) 1/2'-2-1/2'(13mm-64mm) 10-2-1/2'(13mm-64mm) 13-1/4" (337mm) _ _ TARGET NAIL ZONE ... ZONA OBJETIVO BE CLAV ADO 6 7/8' 5-13/16'-7-5/8'(148mm-194mm) (174 mm) I STANDARD NAILING PATTERN: Nail shingles approximately 6 7/8"(174 mm)from bottom of shingle,in nailing area,as shown.Nails must not be exposed.Not for use on Mansard roofs(21:12 slope and above). 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are.'required. Contact the GAF for details. 6.3.3.1 Fastening for Timberline°HDZTM;slopes greater than 21:12 39-3/8"(1m) 14.12'-17-12'(368mm-445mm) 14-12'-17-72'(368mm-445mm) 6.12'-9-12'(165mm-241mm1 6-72--9-12'155mm-241mm1 2-12•(13mm-64mm) 12'-2-12'{13mm-64mm) 1 - 5136-6-1 4 31/4' h /4 1 8mm-159 mm (337mm) ENHANCED NAILING PATTERN:* These shingles MUST be nailed a nominal 6'(152 mm)from bottom of shingle,above the cut-outs,as shown.Nails must not be exposed. MEMO ETC,LLC Evaluation Report 01506.01.08-1124 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1122 GAF Asphalt Roof Shingles Revision 24:04/12/2019 Page 5 of 6 L ONEM®fl:etco 6.4 Hip&RIDGE SHINGLES: 6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles 11.51 sealant and " Seal-A-Ridge ArmorShield Ridge Cap t° (282 mm) 1° Seilante. �( {25 n} (25 mm) Shingles shall cmiEnduit d'etanchdite omply with the GAF current .��. ' published instructions with a minimum two(2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads Of Henkel "Loctite PL S30 Roof & Flashing Sealant". l (305-MM) Nail Clavo 6 518°-7 518" Clouer (168-184 mm) I 12° (305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap 11.51 Sealant Shingles shall comply with GAF current 1" (292 mm) 1" Senarne (25�mm} _� ) published instructions with a minimum two (2) Enduit d'eiancheite nails, minimum 3J8-inch head diameter, per shingle and beads of Sonneborn "NPI Gun Grade Polyurethane Sealant" or Henkel "PL s: Roofing and Flashing Sealant". l Nail , Clavo Clouer (305 mm) 8" (229 mm) r i i 12" (305 mm) 6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. i A� 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in,!FBC Table 1507.2.7.1/8905.2.6.1. D ° Q As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. I) 4 8 -A UL LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com - END OF EVALUATION REPORT- NEMC+ETC,LLC Evaluation Report 01506.01.08-R24 Certlficote of Authorization 1132455 6-EDITION(2017)FBC NON-HVH2 EVALUATION FL10124-R22 GAF Asphalt Roof Shingles Revision 24:04/12/2019 Page 6 of 6 1/2/2020 Florida Building Code Online RECEIVED �'�:. :i ,:.: .: . , ; ., ;:•- . BCIS Home I Login User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map I Links I Search bpr *�G!tdAN ®2 1020 Product Approval USER:Public User Permitting c Deparemenr `w St. LUCie Cn+rnr. e% Product Approval Menu>Product or ADDlication Search>Application List Z p� Search Criteria VEL Refine Search Code Version 2017 FL# 10626 Application Type ALL Product Manufacturer AILL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL10626-R16 Revision GAF John W. Knezevich,PE Approved HistoLy Category: Roofing (954)772-6224 Subcategory:Underlayments FL10626-R17 Revision GAF John W. Knezevich,PE Pending FBC Approval Category: Roofing (954)772-6224 Subcategory: Underlayments *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Priva Statement::Accessibility Statement::Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: ® �cr I Credit Card_ Safe hftps://floridabuilding.org/pr/pr_appjst.aspx 111 i i I NEMO RC. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION O. GAF Evaluation Report 01506.04.08-1116 1Campus Drive FL10626-1116 Parsippany, NJ 07054 Date of Issuance:04/25/;2008 (800)766-3411 Revision 16:10/17/2019 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 61h Edition(2017)Florida Building Code sections noted herein. j I 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 Qluality 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 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. j INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufactulrer or its distributors and shall be available for inspection at the job site at the request of the Building Official. I This Evaluation Report consists of pages 1 through 11. Prepared by: t Robert J.M.Nieminen P.E. `^'. �;,�?:- The facsimile seal appearingwas authorized b Robert �; %• '`•`' Nieminen,P.E.on 10/17/2019.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 ;,swa,,,, ;,•ti 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 i etc.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. ©2019 NEW ETC,LLC i i I [MEMO I etC. ROOFING COMPONENT EVALUATION: SCOPE'1. Product Category: . Roofing Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments,as produced by GAF have demonstrated compliance with the followingsections of the Florida Building Code through testing in accordance with the following Standards. g g Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. li2. STANDARDS: Section Pro6e Standard Year ; 1504.3.1 Wind Uplift FM 4474 2011 1507.1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009 1507.1.1,R905.1.1 Exception Tear Strength ASTM D4533 2015 1507.2.3/1507.1.1 Physical Properties ASTM D6757 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 Physical Properties ASTM D6164 2011 j 3. REFERENCES: Enti 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 640630.01.14-2B 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(TST 6049) 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 GAF-027-02-01 03/26/2002 PRI(TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI(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-826-02-03 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 PRI(TST 5878) FBC 1507.1.1(Exception) 376T0012 07/15/2019 PRI(TST 5878) FBC 1507.1.1(Exception) 376T0018 x 2 07/31/2019 UL(TST 1740) Physical properties 02NK22569 06/04/2002 UL(TST 1740) ASTM D6757 IONK11990 05/18/2011 Miami-Dade(CER 1592) HVHZ compliance 16-1216.02 02/02/2017 'I 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-R16 Certif cateofAuthudzaVonN32455 6TMEDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 2 of 11 i OI MEMO etc. PRODUCT4. Product Specification Plant(s) f)escription, 4.1 LibertyTM SBS Self-Adhering ASTM D1970 Mt.Vernon,IN smooth-surfaced,fiberglass-reinforced,iself- Base/Ply Sheet adhering SBS modified bitumen roof 1 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 Deck-Armoff 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 4.5 FeltBuster®High-Traction FBC 1507.1.1& Richmond,,VA non-asphaltic,polypropylene roofing Synthetic Roofing Felt R905.1.1 underlayment (Exception) 4.6 Shingle-Mate®Roof Deck FBC 1507.1.1& Pryor,OK fiberglass reinforced,asphaltic roof Protection R905.1.1 underlayment (Exception) 4.7 StormSafeTm 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 4.8 Tiger Pawl Roof Deck FBC 1507.1.1& Dadra,India non-woven,polypropylene reinforced„ Protection R905.1.1 North Bay,ON polymer coated roof underlayment (Exception) Parzai,India Umerkui i Kilvani,India 4.9 RoofProTm SBS-Modified All- AC165 Fontana,CA fiberglass-reinforced,SBS modified bitumen Purpose Underlayment roof underlayment 4.10 VersaShield®Fire-Resistant ASTM D6757 Conover,NC non-asphaltic,fiberglass-based roof Roof Deck Protection (physicals) underlayment and/or fire barrier 4.11 Ruberoid®Mop Granule ASTM D6164 Savannah,GA granule-surfaced,polyester-reinforced, asphalt-applied SBS modified bitumen!roof underlayment 4.12 Ruberoid®Mop Granule FR ASTM D6164 Savannah;GA granule-surfaced,polyester-reinforced, asphalt-applied SBS modified bitumen roof underlayment I NEMO ETC,LLC Evaluation Report 01506.04.08-R16 Certificate of Authorization#3245S 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL10626.R16 GAF Roof Underlayments;(80D)766-3411 Revision 16:10/17/2019 Page 3�of it i i fONEMOJetc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEW 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. i 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 maybe 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: TABLE 1: ROOF COVER OPTIONS Asphalt Foam=On Wood. Slate or. Underlayment ,Nail-On Tile Metal Shakes& Simulated Shingles Tile Shingles Slate LibertyTM'SBS Self-Adhering Base/Ply Yes No No No No No Sheet StormGuardm Film Surfaced Leak Yes No No Yes No No Barrier WeatherWatch®Mineral Surfaced Yes No No No No No Leak Barrier I Deck-Arm&m Premium Breathable Contact Contact Contact Roof Deck Protection Yes No No GAF GAF GAF FeltBuster®High-Traction Synthetic Yes No No No I Roofing Felt I Shingle-Mate"Roof Deck Protection Yes No No No No No Tiger Paw' Roof Deck Protection Yes No No Contact Contact Contact "" GAF GAF GAF RoofPro`m SBS-Modified All-Purpose Yes No No. No Yes Yes Underlayment VersaShield"Fire-Resistant Roof Deck Yes No No No No No Protection i Ruberoid®Mop Granule Yes Yes Yes No Yes les See 5.5.1 Yes Ruberoid®Mop Granule FR Yes Yes See 5 5.1 No Yes es 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approval Underlayments DuPont TileBond' FL22525 Ruberoid®Mop Granule;Ruberoid®Mop Granule FR 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 01506.04.08-1116 CertiJlrnte of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION F1.10626-1116 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 4'of 11 I I NNEMOJetc. 5.6 Allowable Substrates: TABLE 2- SUBSTRATE.OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment 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 Libertyl SBS Self-Adhering Base/Ply Sheet StormGuard®Film Surfaced Leak Barrier self-adhering None ASTM D226 felt j Weather Watch®Mineral Surfaced Leak Barrier Libertym SBS Self-Adhering Base/Ply Sheet i StormGuard®Film Surfaced Leak Barrier self-adhering ASTM D41 metal(flashing metal,valley metal,etc.) Weather Watch®Mineral Surfaced Leak Barrier Ruberoid®Mop Granule hot asphalt ASTM D41 structural concrete Ruberoid®Mop Granule FR Ruberoid®'Mop Granule hot asphalt None GAFGLAS®#80 UltimaTM Base Sheet or Ruberoid®Mop Granule FR Ruberoid 20 Smooth 5.6.1 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 UltimaTM'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 `aving 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 iin 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. I I NEMO ETC,LLC Evaluation Report 01506.04.08-R16 CertiJlcoteofAuthoriza an#32455 67H EDITION(2017)FBC NON-HVHZ EVALUATION F1.10626-1116 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 5 of 11 j . . | � / | | N. NEMOJetc. #3 Maximum Design-Pressure=-97.S p Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. l Base Sheet: GAFGLAS11#80 UltimaTm Base Sheet or RuberoidO 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: RuberoidwK8opGranu|eorRubeno|d" K8mpGranu|eFRapp|iedinfuUmopp|ngofASTNYO312,:Type |V hot asphalt ot2Oto 25 lbs/square. / ^4 i Deck Min. 2,500 �5OO� structundconcretetomeetprojectrequinementtosatisfactionofAuthorhy Havng Jurisdiction ' Base Sheet: GAFGLAS#7SBase Sheet,Tri-Ply#75Base Sheet,GAPGb4S#80Ultima Base Sheet,GAFGLAS'P|y4, Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312,Type IV hot asphalt ail 20 to 25|6s/squane. ' Cap Sheet: RuberoidO Mop Granule or RuberoldO Mop Granule FR applied in full mopping of ASTM D312, ' pe |Vhot asphalt at2Otm25|bs/square. � 5.6.1.1 For mechanically attached Base Sheet the maximum design pressure for the selected assembly shall meet or exceed that required under FR8A/T0April 2O12(U4'12),Appendix A,Table IA. Alternatively, the maximum design pressure for the selected assembly shall meet orexceed the Zone 1 design pressure determined inaccordance with F8C16O9. |nthis case,Zones 2and 3shall employ onattachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPR| VD1' FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS I17. Asse Ni es marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January ZD16)for Zone 2/3enhancements. � 5.7 Exposure Limitations: TAaLE 3: 6POSURE LIMITATIONS Underlay ent Maximum Deck-Armor�Premium Breathable Roof Deck Protection,FeltBuster`0 High-Traction Synthetic Roofing Felt, Shingle-Mate" Roof Deck Protection, StormSafe� Anchor Sheet, Tiger Paw'm Roof Deck Protection, 30 RoofPro� SBS-Modlfied All-Purpose Underlayment, Liberty' SBS Self-Adhering Base/Ply Sheet, StormGuardO Film Surfaced Leak Barrier and WeatherWatchO Mineral Surfaced Leak Barrier VersaShield"Fire-Resistant Roof Deck Protectio n,Ruberoid"Mop Granule and Ruberoid"Mop Granule FR �80 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 shal I be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. / Flat Max.10-tile stack 4:12 Ruberold"Mop Granule Flat Max.6-tile stack(4 over 2) 5:12 Lugged Max.10-tile stack 5 1:12 Ruberold"Mop Granule FR Flat or Lugged Max.6-tile stack(4 over 2) 5:12 Lugged :0-tile stack 1 4:12 msMoETC,LLC Evaluation Report musoxov.0nxs cer*ncate of A"di^uzau" m32455 0EDITION(zox7)rocmom'xxxzEVALUATION n10626'x16 ' GAF Roof unurnmvments;(800)766-3411 Revision 16: | ' of 11 . � MEMO etC. 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 Matrbff 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self-adhering membranes. i 6.5 Deck-Armor''4,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, Vault,equals or exceeds 150 mph." J 6.5.3 Slopes of 4:12 or sreater: 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 full-width 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 underiayment 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 deckii g. At other areas,install the leak barrier over the underlayment. NEW ETC,LLC Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-1116 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 7,of 11 i i ONEMO etc. 6.6 -FeltBuster®High-Traction Synthetic Roofing Felt or Tiger Paw""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, V ui&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-inchesi End (vertical)laps shall be offset from course to course not less than 6 feet. Begin by fastening a full-width 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. 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 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. 6.7 StormSaWm Anchor:Sheet: 6.7.1 StormSafeTm 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, V,,It,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 Libertr SBS Self-Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier or WeatherWatch®Mineral Surfaced Leak Barrier over the StormSafeTm Anchor Sheet. NEMO ETC,LLC Evaluation Report 01506.04.08-1116 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-1116 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 8 of 11 I i MEMO etc. a, 6.8 RoofProl SBS-Mod)fied 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. 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, Vo„io equals or exceeds 150 mph." 6.8.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty7m SBS Self-Adliering 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 Ye rsaSh)eld®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. j 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, Vault,equals or exceeds 150 mph." 6.9.3 Slopes of 4:12 or areater: I 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-widthisheet over the starter,completely overlapping the starter course. Continue upslope,maintaining minimum 22-inclh 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-in6h 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 th,e 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 01506.04.08rR16 CertiftateofAuthorisatton#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION F1.30626-1116 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 9 of 11 I ONEM01et1c. 6.10Libeor, SBS Self-Adhering Bi se/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. 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 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 weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. i 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 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. 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. NEMO ETC,LLC Evaluation Report 01506.04.08-1116 CerHflcate ofAuthadzation#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION F1.10626-1116 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 10�of 11 i ON EMO etc. 6.12.4. Non-Tile Applications: i 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 -i over the eave and nail into lace 12" o.c. Remove-the to piece of release film and bond to overhanging 2 nch o p g g P 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. i 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 Ruberoid®:Mop Granule;:Ruberold®FMop 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 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 Stagine(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 4 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. I 7. BUILDING • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. lVIANUFACTURIKG PLANTS: Contact the manufacturer or the named CIA entity for plants covered under Rule 61620-3 QA requirements. (Refer to Section 4 herein for product&production locations having met codified physical properties specificationsi 9. QUALITY AssURANcE ENTITY: U L,LLC.—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- i I I I I NEMO ETC,LLC Evaluation Report 01506.04.08 iRl6 Certificate aJAathoriration 1132455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10626 iR16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 11 of 11 i I I I I