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HomeMy WebLinkAboutProduct Approval 1/11/22,2:02 PM Florida Building Code Online t_ npyn _a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map Links Search Florida t=rts ; '�j Product Approval USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail g FL # FL28113-R3 0, •. Application Type Revision Code Version 2020 Application Status Approved Comments Archived C_.:l Product Manufacturer Integrity Metals LLC Address/Phone/Email 2604 B Piper Drive Vero Beach, FL 32960 (772) 584-2654 Admin@integritymetalsfl.com Ch :. Authorized Signature Joe Keene M M Admin@integritymetalsfl.com T <— — C) N N 0 — ® rn C ® 0 0 Technical Representative L!J V O c Address/Phone/Email 0 0 '® — •� ® r 1 • W :3 ` Q a vi Quality Assurance Representative 0 Address/Phone/Email �� 0 (�► M Category Roofing Subcategory Metal Roofing https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgseOWWJsQVfxUvWHN%2f6Wedf9U8kXKlCspTMUMAPfxjJVg%3d%3d 1/4 t 7 FL PRODUCT A f! Y N ' INTEGRITY METALS 28113.01 - Architectural Fabrication RECEIVED JAN 14 2022 IVI 10 0 F F St,Lucie County � Permitting - 4 26ga (min) 16" wide (max) nailstrip panel over 15/32" plywood Product Description: NaRstrip panel with 16"maximum panel width,and nominal rib height of 1". Product Material:26ga (min)steel.Corrosion resistance per FBC 1507.4.3 where required. Fastener:#10 x 1"low profile fastener. Larger diameter and longer length fasteners are acceptable.Stainless fasteners are acceptable. Compliant with FBC 1506.6 where required. Substrate/Deck: 15/32"(min) plywood or1/a"(min)thickwood plank(min S.G. of 0.42). Max.Allowable Loads& Installation Requirements: Method A:78.5 psf I Install fasteners every other hole (±10"o.c.) Method B: 108.5 psf I Use self-adhering underlayment and install fasteners every hole (±51 Factor of Safety of 2.0 applied to calculate allowable loads. METHOD A METHOD B FEMALE LEG SNAPS FEMALE LEG SNAPS ONTO MALE LEG ONTO MALE LEG PANEL INSTALLED OVER SELF-ADHERING UNDERLAYMENT --00 FASTENER #10 FASTENER EVER OTHER EVERY HOLE HOLE(±10"O.C) (t5 O.C.) P�1\..........F '% Q,. " \GENS G' i Digitel1,1',signed by David E Eng \�{ �/ ,✓A1 Contactanto: No.81377 dav�d:eng@ti d dakewvexam Lbat�e:j2021.06.0816:40:10-04'00' l .aw: 7C Evaluated By: David Eng, PE I Timberlake Cove, LLC This item has been digitally signed and sealed by D.E_Eng, PE,on the date O '• STATE OF zj- 1317 Edgewater Or Ste 2339 I Orlando FL indicated. Printed copies of this document :,�� ...R(ORIO'.•w'`.�� are not considered signed and sealed and �i�ss •• .. \G�` PE Lic. No: 81377 I CA Lic. No: 33344 the signature must be verified on any electronic copies www.TimberLakeCove.com •Y INTEGRITY METALS FL 28113.01 -R3 Architectural Fabrication III Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61 G20-3,method 1 D;subject to the exclusions/limitations noted below. Underlayment:Comply with local building code or FBC 1507.1.1 where required. I Slope:Comply with local building code or FBC 1507.4.2 where required. Re-Roofing:This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511,provided the existing roof meets the conditions required by the applicable code. Panel Accessories:The manufacturer does not require the use of closures,sealants,butyl,or other similar accessories between bottom edge of panel and drip edge,or in other locations.The use of closures and sealants may be advisable in some cases,however that decision is the discretion of the project owner and the installer. Technical Documentation: This product has been tested to the following standards by now Intertek Testing (TST 1527). • UL580/UL1897:report I7726.05-450-44 (used with permission) and K4846.01-450-44. Design Process: Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation requirements. Alternatively,as an option,the load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters,design wind loads shall be determined as required by FBC 1609,ASCE 7,or other design code in force,using allowable stress.These load tables are based on ASCE 7-16.Use of these tables assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building and is not subject to across-wind loading,vortex shedding,or instability;nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng,PE and Timberlake Cove,LLC do not have,nor will they acquire a financial interest in any company manufacturing or distributing products under this evaluation.The same entities do not have,nor will they acquire,a financial interest in any other entity involved in the approval or testing process of the product. Exclusions and Limitations: Design of deck and roof structure(to include deck attachment)shall be completed by others.Fire classification and shear diaphragm design are outside the scope of this evaluation.Accelerated weathering/salt spray is outside the scope of this evaluation.Static water leakage is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.21 as required by Rule 61 G20-3.Neither Timberlake Cove nor the manufacturer shall be responsible for an conclusions interpretations,or designs made b others based P Y � P � 9 Y on this evaluation report.This report is limited solely to documenting compliance with Rule 61 G20-3,and makes no express or "rc �„;►,w`, implied warranty regarding performance of this product. -�� - i 1 A ! F i INTEGRITY METALS FL 28113.01 -R3 Architectural Fabrication Use this load table for structures which meet the following criteria: OPTIONAL ENGINEERING LOAD TABLES Are located in Exposure B area Instructions: Have either a flat roof,or gable/hip roof with max slope of 45° Select the appropriate load table that applies to the structure in question. Have a mean roof height of 30 feet or less Determine the design wind speed forthe project location. FL28113.1: 26 a IM100FF on 15132" Wood Use the attachment method indicated for that windspeed within each roof zone. NOTE:ASCE 7-16 and FBC 2020 adopt a 7-zone concept.for the load tables below,the worst Wind 120 130 140 160 160 170 180 190 200 case was taken for each zone and reported using the standard zones 1-2-3: Zone 1: A A A A - A A A A Zone 1 includes zones 1 and 1' Zone 2: A A A A., A B B° B, T Zone 2 includes zones 2e,2r,and 2n Zone 3: A ", A A A B.. .,B•" Zone 3 includes zones 3e and 3r Combining these zones creates a clear,simple scheme,at the expense of some design efficiency. Use this load table for structures which meet the following criteria: Contact the manufacturer for further information,or consult a licensed design professional. Are located in Exposure B area Application: Have either a flat roof less than 70,hip roof with There are conservative assumptions used in combining scenarios for these load tables for cases when the required design load is unknown.The maximum allowable loads for this product are max slope of 45°,or gable roof with slope between 20°and 45° shown on page 1 of this approval.If the required allowable design loads are known,and the Have a mean roof height of 30 feet or less required design loads are less than the allowable load of the product,then the product is FL28113.1: 26 a IM10OFF on 15132" ptVwood sufficient for use,and these optional load tables can be ignored. Wind 120 130 140 160 160 170 180 190 200 If the required design loads are NOT known,then the appropriate load table here may be used. Zone 1: A.: A A- A _ A. A A` A A These optional load tables are subordinate to the max allowable loads shown on page 1(they are j T Zone 2: A A A A A• A 'B $, g ru merely one conservative application of those loads).In no case shall these load tables be interpreted to restrict the application of this product more than the max allowable loads shown on Zone 3: A A A A s B B B page 1.The max allowable loads shown on page 1 are the controlling design data for this product- NOT these optional load tables. Use this load table for structures which meet the following criteria: Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 45° 2 2 3 Have a mean roof height of 30 feet or less FL28113.1: 26cia IM10OFF on 15/32" plywood F12 2 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A k A A (:;B B ' 2 2 3 Zone2: 2 3 a Zone 3:Eb . B" , ,Use this load table for structures which meet the following criteria: 11 1 Are located in B,C,or D exposure area a 3 2 2 3 a Have either a flat roof less than 70,hip roof with max slope of 45°,or gable roof with slope between 200 and 450 a HIP ROOF GABLE ROOF a Have a mean roof height of 30 feet or less a:10%OF LEAST HOIZONTAL DIMENSION OR 0.4p,WHICHEVER IS SMALLER,BUT NOT FL28113.1: 26 a IM10OFF on 15/32" wood LE SS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT(0.9M). OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. Wind 129 130 140 150 160 170 180 190 200 ROOF ZONES FOR GENERIC BUILDING Zone 1: A" A A 'A A B 8 Zone 2: A A B Zone 3: AB B .� I I :)Beach,FL32960 PIAN) 2604Piper0rive, I Beach, 'II 772-584-2654 0 salesePintegritfloetaWl.coinI rH File C®py RECEIVED �+WED FOR NEMO I etc. JAN 1 4 2022 CODE V®MPLIi'°i QFateofAuthorization#32455 St.Lucie County ST. L CIE COUNr�Christian Street,Unit#13 Permitting Oxford,CT 06478 ®CC (Iu1ZZ (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION O. Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R14 One Owens Corning Parkway FL11602-R13 Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 Revision 14:04/19/2021 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. The products described herein have been evaluated for compliance with the 7th Edition(2020)Florida Building Code sections noted herein. DESCRIPTION:.Titanium®Roof'Underlayments for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: 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 NENIO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO 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 "NEMOIetc. 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 by: ,,v���;;r�::•r., ate. r. - X'-,-@��.�,�j •'''s Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 ::a✓i,,,,,,�,��« , Nieminen,P.E.on 04/19/2021.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 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. ©2018 NEMO ETC,LLC ONEm' oletc. ROOFING COMPONENT EVALUATION: 1. O. III Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Titanium® Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 711 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:2. Section. Property. Standard Year 1504.3.1 Wind resistance UL1897 2015 1507.1.1,1507.2.4,1507.2.9.2/R905.1.1, 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 R905.1.1.1(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 3. REFERENCES: 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 ITS(TST1509) FRSA/TRI,partial 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 12/09/2014 Owens Corning Product equivalency Declaration 06/18/2018 NEMO(TST6049) FRSA/TRI,tile slippage 4j-OC-19-SSUDL-01.A 06/14/2019 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) FRSA/TRI,partial OCF-343-02-01 11/09/2017 PRI(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(TST5878) UL1897 1378TO02 07/10/2019 PRI(TST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 1378T0117 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 1378TO112 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378T0059 02/13/2020 PRI(TST5878) ASTM D8257-20 1378T0061 01/21/2021 PRI(TST5878) ASTM D4798,TAS 103 1378TO174 04/16/2021 ITS(QUA1673) Quality Control Service Confirmation 12/09/2020 ITS(QUA1673) Quality Control Florida BCIS Current NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization N32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 2 of 8 I� r ONEM' Oletc. PRODUCT4. DESCRIPTION: 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 4.2 Titanium®UDL-25 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 one side with a polymer R905.1.1.1(2&3, coating. Unit weight 2.5 Ibs./square Exception),R905.1.1.1(5) 4.3 Titanium®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 Ibs./square Exception),R905.1.1.1(5) 4.4 Titanium®UDL-50 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 4.7 Ibs./square Exception),R905.1.1.1(5) 4.5 Titanium®X30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a non-woven polypropylene top scrim laminated R905.1.1.1(2&3, to a central non-woven polypropylene scrim with Exception),R905.1.1.1(5) polymeric coating on the bottom side. Unit ASTM D8257 weight 5.0 Ibs./square. 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 OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9. Clay and Concrete Tile Asphalt Metal Panels. Slate or Slate- Wood Shingles and Underlayment Mechanical Adhesive- Shingles. and Shingles Type Shingles Shakes Attach Set Yes Yes Titanium®PSU-30 Yes Yes Yes Yes (See 5.6.1) (joint strips,1507.1.1.3/ R905.1.1.3) Titanium®UDL-25 Yes No No Yes Yes I No NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization N32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 3 of 8 ONEM10jetc. TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9 Clay and Concrete Tile Underlayment Asphalt Mechanical Adhesive- Metal Panels Slate or Slate- Wood Shingles and Shingles and Shingles Type Shingles Shakes Attach Set Yes Yes Titanium®UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-ply system) 2-ply system) Titanium®UDL-50 Yes No No Yes Yes No Titanium®X30 Yes No No Yes Yes No 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' 'Underlayment Adhesive Florida Product Approval Dupont"Tile BondTM 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: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Material(s) Deck/sheathing (Optional)ASTM D41 Plywood None ASTM D226,Type II 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,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 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 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13 Titanium°Roof Underlayments Revision 14:04/19/2021 Page 4 of 8 ONEMOletc. #1 Maximum Design Pressure=-45 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. #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 1A 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 all 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., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. MEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 5 of 8 ONE I M� o I 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 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 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=-45 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 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: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure(days) Titanium®PSU-30 Mechanically attached 180 Adhesive-set tile 180 Titanium®UDL-25,Titanium®UDL-30, Mechanically attached 180 Titanium UDL-50,Titanium X30 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-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.10-tile stack(5 over 51 Titanium®PSU-30 Lugged 5:12 NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R13 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 6 of 8 ONEIMOJetc. 6. INSTALLATION: 6.1 Titanium® Roof Underlayments shall be installed in accordance with Owens Corning 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). 6.3 Titanium®U110111,45,Titanium®UDL-30,Tiitanium®UDL-50 or Titanium®X30: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment 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(%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 manufacturer'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 .Titanium®PSU-30: 6.4.1 Non-Tile Applications: Shall be installed in compliance 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. 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 tile staging limitations. 6.5 Titanium®2-Ply System: 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 5.8.3 for attachment limitations. Refer to Table 4 for the staging limitations. NEMO ETC,LLC Evaluation Report 111980.11.08-R34 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113 Titanium°Roof Underlayments Revision 14:04/19/2021 Page 7 of 8 ONEMOjetc. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named CIA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CIA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.—QUA1673;(312)906-7779;maura.norlander@intertek.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1113 Titanium®Roof Underlayments Revision 14:04/19/2021 Page 8 of 8