Loading...
HomeMy WebLinkAboutProduct Approval 1/7/2021 Florida Building Code Online �'' of ..' ''"3' y`�y ^. s�" '� y o-.t--..-r} •�N rr Scis Home j Login i User Registration r Hot Topics Submit Surcharge { Stats&r-ac[s 1 Publications Contact Us # BCIS Site Map s Links If Search Product.Approval r :USER:Public User �. 2G6�� 6 sl7 roduct A proval Menu>Product or Adolicatinn Search>Applinnon ust>application DeteR RECEIVED FL# FL11602-R11 AppGptionType Revision ���� �� APR' 16 2021 Code Version 2020 R F r i> i' Department Application Status Pending FBC A c DE C PLIA,Lur, y Comments ST. LUCIE COUNTY Archived C C Product Manufacturer Owens Coming Roofing and Asphalt,LLC Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 (740)321-6345 Greg.Keeler@owenscoming.com Authorized Signature Keeler Greg File Cod Greg.Keeler@owenscoming.com r Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville,OH 43023 (740)321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11602 R i COI 2020 01 COI. NI MINEN odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4533(tear strength) 2015 ASTM D4798(weathering) 2011 ASTM D4869(liquid transmission) 2016 ASTM D5035(tensile) 2011 FRSA/TRI,Sixth Edition 2018 UL 1897 2015 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fFrZeHYB7UCe5KMr%2fsMFVgra38uK418vXGoCQQ%3d%3d 1/2 1/7/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2020 - Date Validated 12/17/2620 Date Pending FBC Approval 12/26/1020 SummarV of Products FL# Model,Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation instructions Approved for use In HVHZ:No FL11602 Rll II 2020 12 16 FINAL ER'TITANIUM FL11602- Approved for use,outside HVHZ:Yes Rif pdf Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/-142.5 Created by Independent Third Party:Yes Other:1.)The design pressure noted herein pertains to use Evaluation Reports of a specific underlayment system beneath tile roof systerns. FL11602 R11 AE 2020 12 16 FINAL ER TrrANIUM FL11602- Refer to ER Section 5.8.3 for details.2.)Refer to ER Sections Ril•pjf 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes i i3ad: IL'erR. Contact.Us;;2601 Blair Stone Road.Tallahassee 32399 Phone:850-467-1824 , The State of Florida is an AA/EEO employer.Comn iaht 2007-2013 State of Florida.:;EdYAQLStatement-•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.-Pursuarrt 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 dick here Product Approval Accepts f kea Credit Card Safe r https://www.toddabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHY67UCe5KMrO 2fsMWgra38uK4l8vXGoCQQ%3d%3d 2/2 T MEMO I @#Co Certificate of Authorization 1i32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT LVALUA t! Owens-Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R12 One Owens Corning Parkway FL11602-R11 Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 Revision 21:12/16/1020 SCOPE: This Evaluation Report is issued under Rule 611320-3 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. The products described herein have been evaluated for compliance with the 7th Edition(2020)Florida Building Code sections noted herein. DEsaupmom Titanium"Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED ComPuANcE:This Evaluation Report is valid 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 named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s), NEW ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. . ADVERTISEMENT:The Florida Product Approval Number(FL#) preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages 1 through 8. Prepared b . yrrp. 4Qrr aliyP�!L�y''.' Robert J.M.Nieminen P.E. =�r� 9T � +y� �,-� The facsimile seal appearingwas authorized by Robert Florida Registration No.59166,Florida DC4 ANE1983 ` ��v a+P Nieminen,P.E.on 12/16/2020.This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the.evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither MEMO 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. ©2018 NEMO ETC,LLC OMEMO etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TitaniumTM Roof Underlayments,as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the Ph Edition(2020)Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. STANDARDS: Section Prove Provertv Standard Year 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2/11905.1:1, Material standard ASTM D1970 2015 R905.2.8.2 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tear strength ASTM D4533 2015 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5035 2011 11905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 TAS 110 Accelerated Weathering ASTM D4798 2011 Entity Examination Reference Date ERD(TST6049) Various,system tests 135520.06.11 06/15/2011 ERD(TST6049) Wind Uplift 135520.08,11-1 08/12/2011 ERD(TST6049) FRSA/TRI,tile slippage 4j-0C-19-SSUDL-01.A 06/14/2019 ITS(TST15o9) FRSA/TRI,partial 3126617COQ 005 10/31/2007 ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 22/09/2014 Owens Corning Product.equivalency Declaration 06/18/2018 PRI(TST5878) ASTM 01970 CCF-341-02-01 09/20/2017 PRI(TST5878) FRSA/TRI,partial OCF-343-02-01 11/09/2017 PR)(TST5878) ASTM D4798,D1970 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI,partial OCF-425-02-01 08/13/2018 PRI(T5T5878) UL1897 1378T002 07/10/2019 PRI(TST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 1378TO117 10/20/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO110 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378T0111 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TOI12 10/15/2020 ITS(QUA1673) Quality Control Service Confirmation 12/09/202Q ITS(QUA1673) Quality Control Florida BCIS Current 10DESCRIPTION- DU Product Material Standard Plant(s) Description 4.1 Titanium"°PSU-30 ASTM D1970 and Dubai,UAE unreinforced polymer modified bitumen material FRSA/TRI 09-18 Brentwood,NH adhered to the underside of a polymer-coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square MEMO ETC,LLc EvaluaVan Report 11198011.08-R12 Certif sate of Authorization#32455 1m EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R12 Titanium Roof Underlayments Revision 12:12/16/2020 ; Page 2 of 8 NEMO etc. Product Material Standard Plant(s) Description 4.2 TitaniumT UDL-25 1501.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on one side with a polymer 11905.1,1.1(243, coating. Unit weight 2.5 lbs./square Exception),R905.1.1.1(5) 4.3 Titan)umT UDL-30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type.underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.0 lbs./square . Exception),11905.1.1.1(5) 4.4 Titanium'"UDL-50 1507.1.1.1(2&3, Qmgdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on-both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.7 lbs./square Exception),11905.1.1.1(5) e 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance With FBC,requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation 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 insulation. 5.5 Titanium'"" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1:.ROOF COVER Oenoivs . FBC Section: 1507.2 1507.3 1507A 1507.5 1507.7 15.07.8&1507.9 clay andYoncrete Tile Underia ment Asphalt Metal Panels Slate or Slate- Wood Shingles and Y Mechanical Adhesive Shingles -Attach 'Set andShingles Type Shingles Shakes Yes Titanium PSU 30 \� Yes Yes Yes Yes Yes Oointstrips,1507.1.1.31 (See 5.6.1) R905.1.1.3) Titanium UDL-25 Yes No No Yes Yes No Yes Yes Titanium UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-plysystem) 2-plysystem) Titanium UDL-50 Yes No No Yes Yes No NEMO ETC,LLC Evaluation Report 111980.1L08-1132 certhcateojAuthon-tionN32455 7TMEDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 3 of 8 ONEMO etc. 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. _TABLE IA'AILUWABLE'rILEADHESIVEI'UNDERtAYMEN{CQMBINAnON51 _ .- Underlayment Adhesive Florida Product Approval Dupont"rile Bond"Roof Tile Adhesive" FL22525 Titanium.PSU-30 ICP Adhesives and Sealants"Polyset®AH-160" FL6332 ICP Adhesives and Sealants"Polyset®RTA-1" FL6276 5.7 Allowable Substrates: TABLE2.SUBSTRATE OPTIONS FOR ADHERED UMDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Material(s) Deck/sheathing (Optional)ASTM D41 Plywood None ASTM 0226,Type li felt Titanium PSU-30 self-adhering Base sheet ASTM D41 Titanium UDL-30 None Titanium UDL-30(inverted) 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON TILE prepared roof coverings,attachmentshall 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 tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions,but not less than Section 5.8.3 herein. 5.8.3 Wind Resistance for Underlayment Systems 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 Roof 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 selected assembly shall meet or exceed that required.under FRSA/TRI Florida High..Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=AS Psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Underlayment: One or two-plies Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product ApprovalforOverturning Moment Resistance.Performance. MEMO ETC,LLC Evaluation Report 111980.11.08-1t12 CertificateofAuthorization432455 7'"EDITION(2020)FBCNON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 4 of 8 12MEM0!etc. #2 Maximum Design Pressure=-142.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: One ply Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,.Appendix A,Table lA or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone.1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #3 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch-,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at tin-caps. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #4 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular.rink shank nails through 32 ga.,1-5/9-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. NEMO ETC,LLC Evaluation Report111980AL08-R12 Cerocate ofAuthonzabon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 5 of 8 ONEMo etc. #5 Maximum Design Pressure=-45 Psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not.less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin-caps Spacing: 6-inch o.c.at flinch wide side laps and 8-inch o.c.at three.(3),equally spaced center rows. Primer: ASTM 041 primer required at all tin-caps. Underlayment: One or two plies,Titanium PSU 30,.self-adhered.and back-nailed 6 o.c.with 12 ga.galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens' Corning Roofing and Asphalt,LLC published installation requirements. #6 Maximum Design Pressure=AS Psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads.not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch ox at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced-center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed 6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.9 Exposure Limitations: TABLE'3: EXPosuRELimff=ow.t-. Underlayment Prepared Roof Cover Installation Type Maximum Exposure(days) Titanium PSU-30 Mechanically attached 180 Adhesive-set the 30 Titanium UDL-25,Titanium UDL-30, Mechanically attached 180 Titanium UDL-50 NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certiftate ofAuthodzation#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Undeelayments Revision 12:12/16/2020 Page 6 of 8 O. NE Ma m.etc. 5.10 Tile Shwage Limitations: When loading roof tiles on the underlayment in direct-deck the 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. TAEiLE4 TILESLippAdL1MriATIONSFORDIRECr:DECKTiLEINsrAuATioNS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.to-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max.1O-tiles tack(5 over 51 Titanium PSU-30 Lugged 5:12 o 6.1 Titanium Roof Underlayrnents shall be installed in accordance with Owens.Coming Roofing and Asphalt, LLC published installation requirements 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). 63 Titanium---UDL 25,Titanium LlD-L-30 or Titanium-UDL=`50._ 6.3.1 Shall be installed in compliance with requirements for a syntheticunderlayment in FBC 1507.1.1'.1(2,Exception), 1507.1.1.1(3,Exception)or 1507.1.1.1(5)or FBC Residential R905.1.1.1(2,Exception),R905.1.1.1(3,Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manu_facturer's installation instructions. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.4 TitaniumTM;Psu 3Ds'. 61.4.1 Non-Tile Applications: Shall be installed in with requirements 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 attached,FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. MEMO ETC,LLC Evaluation Report 111980.11.08-R12 Cemficate ofAuthorlratfon#132455 7T"EDMON(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 7 of 8 ONEMOjec.- 6.4.2 Tile Applications: Shall be installed in compliance with requirements for a Self-Adhered Membrane in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for the staging limitations. 6.5 Titamum;2=P1ySy5tem _ 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30(top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU 30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-30-(top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: Refer to Section 5.8.1 for attachment limitations. Refer to Table 4 for tile staging limitations. • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 0 i Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. p a Intertek Testing Services NA Inc.—QUA1673;(312)906-7779;maura.norlander@intertek.com -END OF EVALUATION REPORT MEMO ETC,LLC Evaluation Report 11"80.1L084 22 Certificate ofAuthanzatlon#32455 71"EDITION(2020)FBC NON-HVHZ EVALUATION FL21602-R11 'titanium Roof Underlayments Revision 12:12 f 16/2020 Page 8 of 8 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TII EDITION (2017) FLORIDA PRODUCT APPROVAL DECEIVED FL 14645.2-R3 ROOFING DMEWED FOR APR 11 1011 METAL ROO,��FaI d p� g�� CODE C® r"LIA�`�MniltLuciG Aunt enh ST. LUCIE COUNTY C Prepared For: Metal Sales Manufacturing Corporation 545 South 3r1 Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 File Copy Fax: (502) 855-4200 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) r S . ......... ..C. •��GL-N�o�,, No 6224 A Report No. C2182-2 ATE O Date: 9.9.17 s FL 14645.2-R3 C2182-2 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with(5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel(ASTM A792)or painted steel(ASTM A755). Deck Description: Min. 19/32" plywood or min. W thick wood plank (min SG of.0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 131.3 psf @ fastener spacing of 18" o.c. 149.6 psf @ fastener spacing of 12" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within, scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current FL 14645.2-R3 C2182-2 9.9.17 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents:._ TAS 125 Test Reports Farabaugh'Engineering and Testing Inc Project No. T235-07,Reporting Date 7/12/07 Project No. T172-08,Reporting Date 4/29/08 EM CHECKMO a& DS r m are, PANEL FASTENER SPACING +-+ 5V-CRIMP SEE DETAIL 1 PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. a a UNDERLA`YMENT SHALL BE INSTALLED PLYWOOD AS PER MANUFACTURER'S INSTALLATION770, TTACHMENT: 19/32" THICK GUIDELINES x . LONG RING SHANK NAIL MIN. 2X- WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED @ "EDGES IN THE FIELD & AT FASTENER PATTERN AT INTERMEDIATE LOCATIONS 5V-CRIMP SEE DETAIL 1 24' z o U N ZZ ::)p r III / NOS II rMINIMUM -t M II to a. UNRLA1MENT SHALL BE INSTALLED ATTACHMENT: PLYWOODTHIC mAS PER MANUFACTURERS INSTALLATION / K (MIN.)GUIDELINES x 2.5" LONG RING SHANK NAIL too 9N MIN. 2X-WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS d o TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & Ln AT PLYWOOD EDGES En FASTENER PATTERN AT PANEL ENDth S TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE SPA NG PRESSURE a (IN) (PSG #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT 24 = MAXIMUM SPACING OF 24" O.C. 84.5 2 a Ro� 18 z <^ 131.3 c� '2 5V-CRIMP �m MIN 26 GA. 12 149.6 :PY m m GENERAL NOM— $� g 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. TUNDERLAYMENi PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 19/32" THICK (MIN.) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. AUM DETAIL 1 REQUIREMENTS OFI THIS DRAWINGC&OTHE CODE,CCURS THEBETNC DE S ATHEIL1L CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS Z1BZ-Z REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. SHE N0. OF