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HomeMy WebLinkAboutProduct Approval File Copy REVIEWLID FUR MEMO 18tCo ODE C O M ir'L'A I VE C E CertJficoie of Authoritotion#32455 To LUCIEI ®U NTy 3S3 Christian Street,Unit#13 ` � G u O ". �l (0)62-9245 ENGINEER EVALUATE TEST CONSULT _ MEN _ East Coast Metals,Inc. Evaluation Report E10240.08.08-115 7905 W.2&Avenue FL5374.-R6 Hialeah,FL 33014 Date of Issuance:09/03/2008 (305)885-9991 Revision 6:09/29/2020 i 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 d cumentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Buildi g Code. The products described herein have been evaluated for compliance with the 7th Edition(2020)Florida Build ng Code sections rioted herein. DEsERIPTiom: TRIMLOCKand TRIMLOCK PWS Flip&Ridge Anchor f LABELING: Labeling shall be in accordance with th requirements of the Accredited Quality Assurance Agency noted herein. t ComnmiJED COMPLIANCE: This Evaluation Report is va id until such time as the named product(s)changes,the referenced Quality Assurance or production facility locations changes, or.Code!provisions that relate to the product(s) change, Acceptance of our Evaluation Reports by the na ed client constitutes agreement to notify MEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production] facility location(s). MEMO ETC, LLC requires a complete review of its Evaluation Report relative t updated Code requirements with each Code Cycle. AovenisEmEmT:The Florida Product Approval Nu ber (FL#) preceded by the words "NEMOIetc. Evaluated" maybe displayed in advertising literature. If any portio of the Evaluation!Report is displayed, then it shall be done in its entirety. } ImsPECTicim:Upon request,a copy of this entire E luation Report shad be provided to the user by the manufacturer or its distributors and shall be available for inspectio at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 throug 7. j Prepared by: -may �,°�4{^�"�s��I,-'%•', Robert J.M.Mleminen,P.E. 'e 1 ' •' The facsimile seal appearing was authorized by Robert j, �Il n{{it Nleminen,P.E.on 09129/2020.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 { electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend t acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 1 2. NEW ETC,LLC is not owned,operated or controile by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acqui e,a financial interestiin any company manufacturing or distributing products for which the evaluation reports are being issued. ! 4. Robert Nieminen,P.E.does not have,nor will acqu re,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMO C,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previoi is versions thereof,isMas used for permitting or design guidance unless retained specifically for that purpose. ©2019,MEMO ETC,LLC i 1 i i i ROOFING COMpoiI EVALUATION: 00 Product Category: Roofing Sub-Category: Roofing Accessori s that are an Integral Part of the Roofing System Compliance Statement: TRiMLOCK and TRIM CK PLUS,as produced by East Coast Metals,have demonstrated compliance with the following sections of the 71 Edition (M'0) Florida Building Code through testing in accordance with the following Standards. Co pliance is subject to the Installation Requirements and Limitations J Conditions of Use set forth herein. j x1w - { r Section Prove Standard Year 2507.3.7 Installation,non-H HZ FRSA/%l(09-18) 2018 1519.8.1 Installation,HVHZ RAS 110,119&120 2020 1523.6.5.2.2 Static uplift resista:ce TAS 1051 1995 1504.2.1.1 Overturning resist nce S8CCi SSTD 11 1997 PA gi III HOW Enti Examination Referdnce bate ERD(TST6049) Static Uplift Resist nce E4273d.08.13 08/23/2013 ERD(TST6049) Static Uplift Resist nce ECM-SC6795.12.14-1 02/27/2015 ERD(TST6049) Static Uplift Resis nce ECM-SC6795.12.14-2 02/27/2015 Florida TEC(TST7393) TAS 101 51D-qn 10/27/2010 MEMO(TST6049) Tensile adhesion 41-ECM-20-SSCRT 09/29/2020 PRI(TSTS878) TAS 101 ECM-601-02-01 09/21/2001 PRI(TST5878) TAS 101 ECM-003-02-01 06/13/2008 PRI(TSTS878) TAS 101 ECM-004-02-01 06/13/2008 PRi(TST5878) TAS 101 ECM-605-02-01 06/13/2008 PRI(TSTS878) TAS 101 ECM-606=02-01 06/13/2008 PRi(TSTS878) TAS 101 ECM-007-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-008-02-01 06/13/2008 East Coast Metals Metal Quality Mill Certifications Various Intertek/ATI(QUA1844) Quality Control Parti4ipation Letter 03/11/2015 Intertek/ATI(QUA1844) Quality Control Florida BCIS Current o �.sD 4.1 TRIMLOCK: i Pre-formed metal channel designed for us as a hip and ridge base to which roof tiles are bonded in FBC pproved roof tile i adhesive. TRIMLOCK is characterized by i profiled and perforated upper horizontal flange design d to receive and ! allow for interlock with the overlying tale a hesive. TRIMLOCK is available in 119-3/8-inch(±3 8")length by 3,3.51 m 4,5 or 6-Inch L 3/8-inch)heights with 1.5 inch(±1/16-inch) deck-flanges. i i i i i i i i MEMO ETC,LCC • Evaluation Report E10240..08.08-R5 Certificate of Authorization#32455 r"EDITION(Zo )FBC NON-NVHZ a HVHZ EVALUATION FL9374-R6 TRIMLOCK an TRIMLOCK ALUS Hip&Ridge Anchor Revision 5:09/29/2020 Page 2 of 7 f f V/L.7/LUL I Florida Building Code Online ^z r} � s '�-,' t+. f•,,mot- i"�z xFY y ��` - �""'-f �# '�:. .t 's 7X0 AA my pp p/y File C® BCIS Home j Log In ; User Registration I Hot Topics Submit Surcharge i Stats&Facts ', Publications ( Contact Us B:IS'Site Map j Links ; Search i .:� Product Approval REVIEWED FOR ��, ; USER:Public User CODE -ray: COMPLIANCE Prypww Np, act A proval Menu>Product or AglJicatlon Search> pplicatlon List ST. L U C I E COUNTY IN 1- Search Criteria Refine Search Code Version 2020 FL# 14317 Application Type ALL Produ t Manufacturer Boral Roofing Category ALL Subc tegory ALL Application Status ALL Comp lance Method ALL Quality Assurance Entity ALL Qualit Assurance Entity Contract Expired p ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL A ro ed for use outs ide side HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL* IV PC Manufac�tuMir _ I Validated By. f-Status FLL4317-R12 Revision Boral Roofing John W. Knezevich,PE Approved^ isto Category:Roofing (954)772-6224 I Subcategory:Underlayments *Approved by DBPR.APpravals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 601 Blair Stone Road,Tpilahassee FL 32399 Phone:850.407-1824 The State of Florida is an AA/EEO employer.CSp qht 2007-2013 State of Florida :; riva Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.IP 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 3y traditional mail.If you have any questions,please contact 850.487,1395.'Pursuant to Section 455,2 Florida Statutes,effective October 1,2012,licensees lice 75(1), ed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 75(lls 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 a made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: >' N-aql EE Credit Cad sale s ' I hftps://Www.floddabuilding.org/pr/pr�_app_lst.aspx 1/1 Certificate of Authorization#31455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUAT 'EST CONSULT :,.x>_ Boral Roofing Evaluation Report WS710.12.10-R12 7575 Irvine Center Drive,Suite 100 FL14317-R1a Irvine,CA.92618 Date of Issuance:12/21/2010 (602)269-2288 Revision 12:11/2S/2020 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.T e documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Bu Iding Code. The products described herein have been evaluated for compliance with the 711 Edition(2020)Florida B ilding Code sections noted herein. DESCRIPTION: Boral Roof Underlayments LABELING: Labeling shall be in accordance with he requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is alid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the n med client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assuran a or the production facility location(s). MEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval N mber (FL#) preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any porti n of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire E aluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspect! n at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 throu 6. �IN1iIl�ry, '" Prepared by: ,.�L y:2P i,!•: Robert J.M.Nieminen,P.E. ,fisti.:etisn :r The facsimile seal appearing was authorized by Robert :'���..,,;,,.. Nieminen,P.E.on d document. This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend t 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 controlle by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquir ,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 acqui e,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither MEMO C,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previou versions thereof,islwas used for permitting or design guidance unless retained specifically for that purpose. ©2018,NEMO ETC,LLC MEMO eft. ROOFING COMPONENT EVALUATION: C{• � f Product Category: Roofing Sub-Category: Underlayme t Compliance Statement: Boral Roof U derlayments, as marketed by Boral Roofing, have demonstrated compliance with the following sections f the 7th Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /Conditions of Use set forth herein. Section Property Standard Year 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2( Material s andard ASTM D1970 2015 11905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material s landard FRSA/TRI,Sixth Edition 2018 TAS 110 Material s andard TAS 103 2020 Entity Examination Reference Date ERD(TST 6049) ASTM D1970/ 4798 M35790.07.11 09/30/2011 ERD(TST 6049) ASTM D226,D1 70 B40380.08.12 08/28/2012 ERD(TST 6049) TAS 103-20(tensile adhesion) C41420.09.12-2 09/11/2012 ERD(TST 6049) ASTM D1970(adhesion) B41940.09.12 09/13/2012 ERD(TST 6049) TAS 103-20(ten Ile adhesion) B47390.07.14-1 07/31/2014 ERD(TST 6049) TAS 103-20(ten Ile adhesion) B47390.09.14 09/04/2014 OC(PDM1838) Physical Prope ies Equivalency statement 11/02/2017 PRI(TST 5878) ASTM D1970 NEI-031-02-02:REV 10/27/2010 PRI(TST 5878) ASTM D1970 NEI-029-02-01:REV 12/03/2010 PRI(TST 5878) TAS 103-20(ten ile adhesion) NEI-046-02-01REV 12/17/2010 PRI(TST 5878) FRSA/TRI April 2012 NEI-076-D2-01 02/14/2011 PRI(TST 5878) ASTM D1970 NEI-034-02-02 01/29/2013 PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015 PRI(TST 5878) Wind Uplift BORR-005-02-01 06/24/2015 PRI(TST 5878) TAS 103-20(ten lieadhesion) DAPF-002-02-01 03/08/2018 PRI(TST 5878) ASTM D1970(a hesion) OCF-443-02-01 10/11/2018 UL,LLC.(QUA 9625) Quality Assuran a Service Confirmation 08/21/2017 UL,I.I.C.(QUA 9625) Quality Assuran a Florida BCIS Current y ' Product Material Standard Plant(e) Description 4.1 Borai®Tile HT ASTM D1970 Brentwood, nominal 50-mil thick,polyester-surfaced,self-adhering SBS NH modified bitumen roof underlayment oral®TileSeal"T ASTM D1970 and Brentwood, nominal 60-mil thick,polyester-surfaced,self-adhering SBS FRSA/TRI 09-18 NH modified bitumen roof underlayment 4.3 BoraI-,M6f5ISeaIHT ASTM D1970 and Brentwood, nominal 60-mil thick,polyester-surfaced,self-adhering SBS FRSA/TRI 09-18 ' NH modified bitumen roof underlayment 4.4 GatorSeai® ASTM D1970 l Brentwood, nominal 55-mil thick,granule-surfaced,fiberglass reinforced, Ii NH self-adhering SBS modified bitumen roof underlayment 4.5 Citadel®Plus ASTM D1970 i Brentwood, nominal 48-mil thick,fabric-surfaced,fiberglass reinforced, NH self-adhering SBS modified bitumen roofing underlayment for use as a base-layer in multi-ply underlayment systems MEMO ETC,LLC Evaluation Report M35710.12.30-1112 Certificate of Authorization#32455 7T"EDITION(20 0)FBC NON-HVHZ EVALUATION FL14317-R11 Boral Roof U derlayments;(602)269-2288 Revision 12:21/25/2020 Page 2 of 6 SNEmojetc- 5.1 This is a building code evaluation. Neither EMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Ev luation 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 F C High Velocity Hurricane Zone jurisdictions(i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-•eck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the atisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include a aluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulati n. 5.5 Boral Roof Underlayments may be used w th any prepared roof cover where the product is specifically referenced within FBC approval documents. If not li ted, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combin Id with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: Table 1 pertains to use of each listed underlayment by-itself beneath the stated roof covers. Refer to the installation instructio s for multi-ply underlayment options. TAB E 1. RC�QE ICOVER OPTIONS FBCSecdon: IOU 1507 3 1507.4&1507.S 1507.7 150718&ISOZ9 Uay and Co crete'-rile Metal Slate or wood Underlayment Asphalt Mechanical Adhesive- Slate Type Shingles Attach Set Panels Shingles Shingles Shingles&Shakes Boral TileSeal SORT Yes No No Yes Yes Yes Yes (jointstnps,150Z2.1.3/005.1.1.3) Boral TileSeal"T Yes Yes Yes Yes Yes Yes Yes (See5.6.1J (Iointstrips,15OZ1.1.31R905.1.1.3) Boral MetalSealHT Yes Yes Yes Yes Yes Yes Yes (See 5.6.1) (joint strips,1507.1.1.3/ii905.1.1.3) rr.atorSeal Yes No No No No Yes Yes (Jointstrips,1507.1.1.3/R905.1.1.3) 5.6.1 Adhesive-set is limited to use of followin glunderlayment/tile-adhesive combinations. TAl3lE].A ALLOWABLE, N�6RLAYMENT f TILE-ApHESIVE CONi•BINAYlONS_,. _ ' i Underlayment Adhesive Florida Product I Approval Boral TileSealHT or Boral MetalSealHT DAP Foam"Touch'n Seal StarmBond Roof Tile Adhesive" FL14506 Boral TileSealHT or Boral MetalSealHT DAP Foam"Touch In Seal Storm Bond 2 Two-Component FL21374 Polyureth ne Roof Tile Adhesive" Boral TileSealHT or Boral MetalSealHT Dupont"Tile Bond'""Roof Tile Adhesive" FL22525 Boral TileSealHT or Boral MetalSealHT ICP Adhesi es and Sealants"Polyset°AH-160" FL1331 Boral TileSealHT or Borai MetalSealHT ICP Adhesi es and Sealants"Polyset°RTA-1" FL6276 1 Refer to Tile Manufacturer's or Adhesive Manufactuir's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC,LLC Evaluation Report M35710.12.10-Ri2 Certificate of Authorization#32455 7T"EDITION(20 0)FBC NON-HVHZ EVALUATION FL14317-R11 Boral Roof U derlayments;(602)269-2288 Revision 12:11/25/2020 Page 3 of 6 ONEMO�ezft. 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Applica on Primer Substrates (Optional)ASTM D41 plywood Citadel Plus,Boral TileSealH OHT, atororal self-adher ng none ASTM D226 Type II felt or Citadel Plus TileSealHT,Boral MetalSeal or GatorSeal ASTM D41 metal(flashing metal,valley metal,etc.) Boral TileSealHT,Boral MetalSeal"T self-adhering I (Optional)ASTM D41 OSB Boral TileSealHT self-adher ng (Optional)ASTM D41 Huber`Zip Deck" None G-P Gypsum"DensDeck Prime" 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NC IIN-TILE prepared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under the roof systems, attachment shall be in accordance with the manufacturer's installation instructions,but not less than Section 5. .3 herein. 5.8.3 Wind Resistance for Underla ment S st ms In Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Rocf Tile Installation Manual,Sixth Edition. The 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). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the elected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Rc of Tile Installation Manual, Sixth Edition, Appendix A,Table 1A or the critical(highest)design pressure determ ned in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=-120.0 os : Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 to the plywood deck Base Ply: Citadel Plus,self-adhered Cap Ply: Boral TileSealHT or Boral M talSeal"T,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x 1Y4"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-Inch o.c. #2 Maximum Design Pressure=-142.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: None Cap Ply: Boral TileSealHT or Boral M talSealHT,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-202.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Tropical Roofing Products t 410 Quick Dry Primer or other ASTM D41 primer to the plywood deck Base Ply: None Cap Ply: Boral TileSealHT or Boral M talSealHT,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x 1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. NEIMO ETC,LLC Evaluation Report M35710.12.10-R32 Certificate of Authorization#32455 7"EDITION(20 0)FBC NON-HVHZ EVALUATION FL14317-R11 Boral Roof U derlayments;(602)269-7288 Revision 12:11/25/2020 Page 4 of 6 ONEMOILEX. #4 Maximum Design Pressure=-210.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: KARNAK#89 Sta-Tak Prime to the plywood deck Base Ply: None Cap Ply: Boral TileSealHT or Boral M talSealHT,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x IV'ring hank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #5 Maximum Design Pressure=-120.0 psf: Deck: Min.2,500 psi structural co Crete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM D41 to the concrete eck Base Ply: (Optional)Citadel Plus,self adhered Cap Ply: Boral TileSealHT or Boral M talSealHT,self-adhered #6 All other direct-deck, adhered underla, ment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.9 Exposure Limitations: 7A6 3 ExpclsuRE LlnntTATiaNs Maximum Underlayment Prepared Roof Cover Installation Type Exposure (days) GatorSeal Mechanically attached 30 Boral TileSeal 50HT Mechanically attached 180 Boral TileSealHr or Boral MetalSealHT Adhesive-set tile roof system 30 Mechanically attached 180 Citadel Plus(base ply in multi-ply underlayment systems only) / 180 (prior to placement of subsequent underlayment) 5.10 Tile Slippage Limitations: When loading oof tiles on the underlayment in direct-deck tile roof assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4 T1LE SLIR.RAGE Lf _RATIONS FOR-.DIRECT DECKTILE'INSTALLATIONS Underlayment* Tile Profile Staging Method Maximum Slope Boral TileSealHT or Boral Metalseal"T Flat or Lugged Max.10-tile stack 6:12 0 0 6.1 Boral Roof Underlayments shall be install ad in accordance with Boral Roofing published installation instructions subject to the Limitations set forth in Sect on 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and heck for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to appli ation,and prime the substrate(if applicable). 6:3 Bora1 TileSeal 50"T:or GatorSeal 6.3.1 Shall be installed in compliance with requi ements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attac ed,FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1. . NEMO ETC,LLC Evaluation Report M35710.12.10-R12 Certificate of Authorization#32455 7TH EDITION(20 0)FBC NON-HVHZ EVALUATION FL14317-R11 Boral Roof Underlayments;(602)269-2288 Revision 12:11/25/2020 Page 5 of 6 ` ~ ' . . � ONEMOjetc. 6.3.2 Multi-Ply Underlayment Systems: One or two plies of Citadel Plus followed by Boral TileSeal 50"T or GatorSeal is allowable for use under mechanically attached, non-tile prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a multi-ply underlayment system is desired. HT 6.4.1 Non-Tile Applications: � Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in BC 1507.1.1.1 or 1507.1.1.3 or'-- Resic ential R905.1.1.1 or 1190S.1.1.3 for the type of prepared roof covering toueinstalled, n��� u�� ��" "�" .r in ed,FBC Approved ASTM D226 Type 11 felt,the felt shall be fastened in � .~~^..installed over"mechanically " t"" � accordancewith 6.4.2 Tile Applications: � Shall~ .^ .installed ..compliance with requirements Wind Concrete and Clay Roof Tile inst flation Manual, Sixth Edition, and the manufacturer's installation Refer to Section 5.8.2 for attachment limi ations. � Refer to Table 4 for tile staging limitations! -- '_--_— ---.~^...~..~..~.^..^~