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Home My WebLink AboutProduct approvals21le,12020 Florida Building Code Online - IVA .1y Bas Home Log X. user Registration Hot Topics Submit surcharge j Stabs & Facts Publicabons Contact Us .� ecis Site Map Links Search N finorida x j{I e "s yry�,a,R Product cUse,Approval rAI�: q "'" USER: Public User GGG Product Approval Menu > Pmduck or Application search plication > ApList> Application Deil ta kF�iM"N Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Coming Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 (740)321-6345 Greg.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville, OH 43023 (740)321-6345 greg.keeler@owenscoming.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 ff - Evaluation Report - Hardopy Receivgd Florida Engineer or Architect Name who developed the Robert Niemmen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Sohn W. Knezevich, PE 1: Validation Checklist - Hardcopy Received Certificate of Independence FL11602 RIO COI 2019 01 COT NIEMiLE pdf Referenced Standard and Year (Of Standard) Standard Year ASTM D1970 2015 ASTM D226 (physicals) 2009 ASTM 04798 2011 FRSA/TRI April 2012 2012 TAS 117(8) 1995 UL1897 2012 Equivalence of Product Standards Certified By hHnS'11.tlnririahuil,ii— n...l.. 1— --- In 2/1 B/2020 Sections from the Code Florida Building Code Online N Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r Method 1 Option D 10/17/2019 10/17/2019 IO/ZO/2019 12/10/2019 i FL # Model, Number or Name Description 11602.Y Titanium Roof Underlayments Synthetic sheet -type roof underlayments Limits of Use Approved for use in tIVHZ: No Installation Instructions Approved for use outside NVHZ: Yes FL11602 R10 II 2019 SO FINAL ER FL1160Z-RI0 pdf Verified By: Robert Nieminen Impact Resistant: N/A IIPE-59166 Created by Independent Tiirq Party: Yes Design Pressure: +N/A/-45 Evaluation Reports I Other: 1.) The design pressure noted herein pertains to Use.of FLI1602 RIO AE 2019 10 FINAL ER FLS1602-R10 pdf a specific underiayment system beneath foam -on tile sytsems. Created by Independent Third Party: Yes Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5 and 6 for other Limits of Use. Contact Us :: 2601 Blair Stone Road_7hFiehassee FL 3M99 Phone: 8so-487-1824 The State of Florida is an AA/EEO employer. Coayriuht 2007-2013 State f fl "tl :: Priva_ Statement :; AccessibillN Statement :: Refvnd Statement Under Florida law, email addresses are public records. If you do not want your email address released in response Co a public-remrds requesq do net send ele2ronic mail to this entity. Instead, contact the office by phone or by traditchal mail, if you have any questions, please contact. opbli ].1395. *Pursuant o Section dMectro , Florida Statutes, effective October 1, 2012, licensees IicenseA under Chapter 455, Fs. must provide the Department with an email address if they have one. The smalls 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 con be made available to the public To determine R you are a licensee under Chapter 455, ES., please dick here . product Approval Accepts; Mcam' ® tGAack I Credit Card Safe _ q '' I htlps:/AuN ..floridabuildino orn/nrfnr non ENGINEER EVALUATE Certificate of Authorization #32455 313 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 TEST CONSULT CERTIFY Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R11 One Owens Corning Parkway FL11602-R10 Toledo, OH 43659 Date of Issuance:11/03/2008 (740) 321-6345 j II evision 11--10117/2019 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 underthe Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6eh Edition (2017) Florida Building Code sections noted herein. INPEscRIPTION: Titanium'" 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 such time as the named product(s) changes, the' eferenced 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, .E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC re . rrres 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 "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. INSPEcnoN: 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: .-..-- ,_ _ rot � A�.t •_ Robertl.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 Nieminen, P.E. on 10/17/2o19. This does not serve as an electronically signed domment 'L'ERTIFICATION 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 de ign guidance unless retained specificallyfor that purpose. 02018 NEMO ETC, LLC ONEM''Ojetc. ROOFING COMPONENT EVALUATION. 1.111.41 1504.3.1 iS071.1, R905.1.1 Exception 1507.1.1, R905.1.1 Exception 1507.1.1, T1507.1.1, 1507.2.9.2 1507.3.3 TAS 110 TAS 110 rrooeny Standard-< Year Wind Uplift UL1897 2012 Unrolling, Breaking Strength, Pliability' ASTM D226 2009 Tear Strength ASTM D1970 2015 Physical Properties ASTM D1970 2015 Physical Properties FRSA/TRI April 2012 (�4-12) 2012 Accelerated Weathering ASTM D4798 2011 Pull -through resistance TAS 117(B) 1995 Entity . ExannilT2tion derence DateI ERD (TST6049) Physical Properties 115010,04.09 04/29/2009 ERD (TST6049) Physical Properties 115010.05.10 05/14/2010 ERD (TST6049) Physical Properties 135520.06.11 06/1S/2011 ERD(TSF6049) ASTM D226 138010.08.11 08/11/2011 ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) ASTM D226 _ 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2907 ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 ERD (TST6049) Physical Properties (NH) 4j-OC-19-SSUDL-01.A 06/14/2019 Owens Corning Product equivalency Declaration 06/18/2018 PRI(TSTS878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-331-02-02 { 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-332-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-334-02-02 10/03/2017 PRI(TSTS878) FRSA/TRI April 2012 (04-12), partial OCF-343-02-01 11/09/2017 PRI (TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI (TST5878) TAS 117(8); Pull -through OCF-422-02-02 04/03/2018 PRI (TST5878) FRSA/TRI April 2012 (04-12), partial OCF-425-02-01 08/13/2018 PRI (TST5878) ASTM D226 / ASTM D4798 OCF-331-02-01 R1 I 0S/07/2019 PRI (TST5878) ASTM D226 / ASTM D4798 OCF-332-02-01 R1 05/07/2019 PRI (TST5878) ASTM D226 / ASTM D4798 OCF-334-02-01 RI 05/07/2019 PRI (TST5878) UL1897 1378TO02 07/10/2019 PRI (TST5878) Tensile adhesion OCF-507-02-01 08/13/2019 ITS (QUA1673) quality Control ITS Listings Current ITS (gUA1673) Quality Control Service Confirmation 09/30/,2017 NEMO ETC, iiC Evaluation Report 111980.11.08-Rli Cerdfroste ofAuthonzatiw N32455 6T" EDITION (2017) F13C NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/21119 Page 2 of 8 RM \� >X 4.1 Product specification Titanium'"' PSU-30 ASTM D1970 I ?La R_ _t(S1 Dubai, UAE & Description - unreinforced polymer modified bitumen material adhered and FRSA/TRI Brentwood, NH to the underside of a polymer -coated, synthetic woven April 2012 sheet. The underside is backed with a release film. Unit weight 24lbs/square 4.2 Titanium'" UDL-25 FBC 1507.1.1 Qingdao, China synthetic sheet -type underlayment comprised of a woven . & R905.1.1 core coated on one side with a polymer coating. Unit (Exception) weight 2.5 lbs./square 4.3 Titaniumm UDL-30 FBC 1507.1.1 Mission, BC, synthetic sheet -type underlayment comprised of a woven & R905.1.1 Canada & core coated on both sides with a polymer coating. Unit (Exception) Qingdao, China weight 4.0 lbs./square 4.4 TitaniumTM UDL-50 FBC 1507.1.1 Mission, BC, synthetic sheet -type underlayment comprised of a woven & R905.1.1 Canada & core coated on both sides with a polymer coating. Unit (Exception) Qingdao, China weight 4.7 lbs./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. i S.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 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 bemade 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 I: ROOF COVER OPTIONS Asp)talt Underlaymen# Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & hingles Slate Titanium PSU-30 Yes Yes Yes _ Yes Yes Yes (See 5.5.1) Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium UDL-30 Yes (sale Sheet in 2-ply (aasesheetin2-ply Yes i Yes Yes system) system) Titanium UDL-50 I— No No Yes Yes Ves NEMO ETC, LLC iEvaluation Report 111980.1L08-R31 CeMfimte afAuihonzallon l/32455 G'n EDITION{2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Undedayments Revision 31: 10/17/2013 Page 3 of 8 En O I etc. 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment corinbinations. 5.6 5.6.1 TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERIAYMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval Titanium PSU-30 DUPONTTile Bond- �. FL22525 ICP Adhesives Polyset° AH-160 FL6332 ICP Adhesives Polyset® RTA-1 FL6276 Allowable Substrates (for self -adhering): TABLE 2: SUBSTRATE OPTIONS Underlayment Primer Substrates Titanium PSU-30 (Optional) ASTM D41 plywood None ASTM D226 felt ASTM D41 Titanium UDL-30 None Titanium UDL-30 (inverted) #1 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI Aj ril 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path- The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultymate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Referto FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind load4 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.ca with 12 ga. galvanized annular rink shank nails through 32 ga., 1-S/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #2 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 perinch, 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 ortwo plies, Titanium PSU 30, self -adhered and back -nailed max. 6"1o.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. Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductAPProva! for Overturning Moment Resistance Performonce. NEMO ETC, LLC Evaluation Report 111980.11.08-R11 cenhcate afAutharimtiaa #324ss 5^ EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 4 of 8 !irk Y Co l� 1 43 Maximum Design Pressure=-30 psi*: 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 tf an 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), equall spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One ortwo 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 =-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, +ds 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. #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 (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 flinch wide side laps and 8-inch o.c- at three (3), equally sIpaced 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. 1 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table IA. Alternatively, the maximum design pressure for the selected assembly shall meet o¢ lexceed the Zone 1 design pressure determined in accordance with FBC 1609. Zones 2 and 3 shall employ an atta 4tent density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Titanium UDL-25, Titanium UDL-30, Titanium UDL-50 or Titanium PSU-30 shall not be left exposed for longerthan 180-days. NEfl ETC, LLC Evaluation Report 11198b.11.08-RSl cerHfrmte ofAutharizaiian N32455 6T" EDMON (2017) FBC NON-HVHZ EVALUATION FL11602-R70 Titanium Roof Underlayments I Revision 11: 10/17/2019 Page 5 of 8 ONE'Mojetc. 5.8 Tile Slippage Limitations (per FRSA/TRI April 2012 (04-12)1' 1 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. TABLE.3: TILE SLIPPAGE LIMITATIONs FOR DIRECT -DECK TILE INsTALtATIONs 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 5) cY/i Titanium PSU-30 Y' Lugged 5:12 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC Published installation requirements subject to the Limitations setforth in Section 5 herein and the specifics noted below. i 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris priorto application, and prime the substrate (if applicable). 6.3 Titanium•" UDL-25, Titanium UDL-30 or Titanium UDL-50: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II u�nderlayment 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. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. I Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plptes; or plastic cap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: '".exceptmetal cap noilsshall be required where the ultimate design wind speed, Va„it, equals or exceeds 150 mph." Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications, when the Titanium'"' UDL-2S', Titanium UDL-30 or Titanium UDL-50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. I NEMO ETC, LLC Evaluation Report 111980.11.OS-RSl Certhcote ofAuthorizotion N32455 C' EDITION (2017) FBC NON-HVHZ EVALUATION If FL11602-RIO Titanium Roof Underlayments Revision 11: 10/17/2019 Page 6 of 8 6.3.3 6.3.4 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. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 25-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a i25-inch wide strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 25-inch side (horizontal) 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 4-inch D.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 4 Titanium"" PSU-30: .4.1 Non Tile Installations. 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, and Owens Cornin published requirements. TitaniumTM PSU-30 shall be back -nailed in accordance with Owens Corning published installation requirements. 6.4.2 Nail -On Tile Applications: Shall be installed in compliance with the requirements for Self -Adhered, Membrane underlayment set forth in FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. ' TitamumTM PSU-30 shall be 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 published installation requirements. Refer to Section 5.8 for tile staging limitations. 6.43 Foam -On Tile Applications Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. TitaniumTM PSU-30 shall be back -nailed max. 6" o.c_ with 12 ga. galvanized annular rink shank nails through32 ga., 1-5/8-inch diameter' tin caps in accordance with Owens Corning published installation requirements. Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for Zile 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 orsheet inverted) in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4, MEMO ETC, LLC Evalua CerUtion Report 111980.11.08-Ril jmre afAuthorrzotion M?2455 6n'EDITION(2017)FRC NON-HVHZ EVALUATION FL11602-Rio Titanium Roof Undedaymenis Revision 11: 10/17/2019 i Page 7 of RNEMOjetc. 6.5.3 Nail -On Tile Applications: i For nail -on the installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with FRSA/TRI April 2012 (04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4. Refer to Section 5.8 fortile staging limitations. 6.5.4 Foam -On Tile Applications: For foam -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4 Refer to Table 1A for allowable the adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. I As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. I Contact the manufacturer or the named QA entity for plants covered under Rule 61620-3 CIA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321 - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 111980.11.08-Ril Cemjicate ofAvthonzotion 432455 G'H EDRION (2017) FBC NON-HVHZ EVALUATION 1 FL11602-RIG Titanium Roof Undertayments Revision 11: 10/17/2019 Page 8 of 8 2/10/2020 Florida Building Code Online og- 50S ri4MT, �Y+Lyv x '^ iHH rr 54 .yr{i rc�, yy it �'� �z�� 2F h i A J J uY�4 M��nikµi'°"PQ �4 FF �y�Nm4 �lhw i IN NMI d �1 Home Log In User Registration Hot Topics submit Surcharge stem & Facts i I Publications Contact Us BCIS Site Map Unks Search flda kvnhUSER- Publ Product Approval is user ProtluC APProval Menu > Product or Application Search > Applcation List> Application Detail s t FL # o .FL30751 :....w Application Type New Code version 2017 Application Status Approved Comments Archived Product Manufacturer+ -Dynamic Metals Address/Phone/Email 3201 SE Dominica Terace Stuart, FL 34997 (772) 872-8030 juan@clynamicmetal.net Authorized Signature Lara Jesus juan@dynamicmetal.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory IV —Metal Roofing 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 Scott Wolters Evaluation Report Florida License PE-62354 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Lucas A. Turner, P.E., MBA C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL30751 RO COI DM C0I2.pdf Standard, I Year TAS 100 2003 TAS 110 2003 TAS 125 2003 UL580 2006 hftnsl/wwwflnridahuiidinn nrn/nrrnr — rie 2/10/2020 Product Approval Method, Florida Building Code Online Method I Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa of Products 10/18/2019 10/30/2019 10/31/2019 12/10/2019 FL # Model, Number or Name Description 30751.1 DM Class 100 3/4" Corrugated 26 Ga. Steel 3/4" Corrugated Roof Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL30751 RO II 10005HZ Dwg,pdf Approved for use outside HVHZ: Yes Verified By: Scott Wolters FL PE# 662354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please see Installation Drawing and Eval Report for FL30751 RO AE 100CSHZ Eva12 pdf Limits of Use. Created by Independent Third Party: Yes 30751.2 DM Class 1700 1 1/2" SnapLock .032" Aluminum SnapLock 1 1/2" Standing Seam Roof Panel, 19" Wide. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL30751 RO II 17SLAL Dwg2.pdf Approved for use outside HVHZ: Yes Verified By: Scott Wolters FL PE# 62354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: Please see Installation Drawing and Eva] Report for FL30751 RO AE 17SLAL Eval3.pdf Limits of Use. Created by Independent Third Party: Yes 30751.3 DM Class 1700 1 1/2" SnapLock 26 Ga. Galvalume SnapLock 1 1/2" Standing Sea�RoofPanei, 19" Wide. (HVHZ) Limits of Use Installation instructions Approved for use in HVHZ: Yes FL30751 RO II 1700HZ DwgLpdf Approved for use outside HVHZ: Yes Verified By: Scott Wolters FL PE# 62354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please see Installation Drawing and Eva] Report for FL30751 RO AE 1700HZ Eval2.pdf Limits of Use. Created by Independent Third Party: Yes 30751.4 DM Class 1700 1 1/2" SnapLock 26 Ga. Galvalume SnapLock 1 1/2" Standing Seam Roof Panel, 19" Wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL30751 RO II 1700SL Dwg2.pdf Approved for use outside HVHZ: Yes Verified By: Scott Wolters FL PE# 62354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please see Installation Drawing and Eval Report for FL30751 RO AE 1700SL Eval2.pi f Limits of Use. Created by Independent Third Party: Yes 30751.5 DM Class 800 1 1/2" SnapLock 0.032" Aluminum SnapLock 1 1/2" Standing Seam Roof Panel, 15 1/2" Wide. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL307S1 90 II 800SLAL Dwg2.pdf Approved for use outside HVHZ: Yes Verified By: Scott Wolters FLOE# 62354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please see Installation Drawing and Eva] Report for FL30751 RO AE 800SLAL Eva13 pdf Limits of Use. Created by Independent Third Party: Yes 30751.6 DM Class 800 1 1/2" SnapLock 26 Ga. Galvalume SnapLock 1 1/2" Standing Seam Roof Panel, 15 1/2" Wide. of Use Installation Instructions ved for use in HVHZ: Yes FL30751 RO II 800SL Dwa2.pdf ved for use outside HVHZ: YesImpac rther: Verified By: Scott Wolters FL PE# 62354 Resistant: N/A Created by Independent Third Party: Yes n n Pressure: N/A Evaluation Reports Please see Installation Drawing and Eval Report for FL30751 RO AE 800SL E a]3 pdf f Use. Created by Independent Third Party: Yes aatk F!exY httDs://www.floridabuildina_ nrn/nr/nr awn dti 1_1--.1 .__._ . _ __ _ _ _ - _. 2/10/2020 Florida Building Code Online Contact Us :: 2601 Blair Stone Read, Tallahassee F132399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop_yfjqht 2007-2013 State of Florida.:: Privacy Statement :: 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 4SS.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, F.S., please click here__ Product Approval Accepts. Vl4 P Yy :d?, 4�i1t � �Kt."ri. hltnst/A.flnridahuilHinn nrr./nr/nr — afl n�....o.........._...nvvvn...r,_a:�....r- .,.......... _ . ,_ WOLTERS ENGINEERING ENGINEERING, DRAFTING, CONSULTING 15211 9711, Road N West Palm Beach, FL 33412 Ph/Fx: (561) 225-1982 PRODUCT: DID CLASS 1700 26 GA. GALVALUME SNAPLOCK 1 112" STANDING SEAM ROOF PANEL (FLPA# 30751.4) MANUFACTURER: DYNAMIC METALS, LLC 340 PIKE ROAD WEST PALM BEACH, FL 33411 To all concerned, The DM Class 1700 Series 26 Ga. Galvalume SnapLock 1 112" Standing Seam Roof Panel, manufactured by Dynamic Metals LLC, is a non-structural galvalume coated Fluropon painted steel roof panel (50 ksi min) that meets the requirements of Section 1507.4 of the 6'1 Edition (2017) Florida Building Code. The panel has been tested per TAS 100 and UL 580 by Intertek with results shown in test reports K1304.04-450-18 and K1304.01-450- 18, and per TAS 110 by PRI Construction Materials Technologies, with results shown in test reports VLS-004-02-01 and VLS-005-02-01- Technical Documentation: 1. Drawing "1700SL" dated 10/17119, signed and sealed by Scott Wolters, PE. 2. Test Reports listed above by Architectural Testing, Inc. signed and sealed by Vinu Abraham, PE, and by PRI Construction Materials Technologies, signed and sealed by Zachary R Priest, PE. 3. Supplemental Calculations to support "1700SL" drawing, signed and sealed by Scott Wolters, PE. I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). Based on the limitations listed below and those provided in the documents above, this product meets all the requirements of the 6th Edition (2017) Florida Building Code generally, and chapter 15 specifically, fort use outside of the HVHZ. Limitations: This parcel is approved for use outside of the HVHZ. Overall Limitations: Maximum Panel Width: Minimum Rib Height: Clip Anchors: Min_ Slope: 19" (nominal) 1 1/2" 18 Ga. Steel, 31/2" long V2112 (With Lap Sealant) 3/12 (No Lap Sealant) SFECIALII_Win IN Ilb9FACY t?C�I51F,N1" Q�kl"aIN'v�LA1.1.5, 510�F�f?ONiS. � WINOpWS Max. Design Pressure: -176 psf Clip Anchor Spacing: 4" From Ends, 18" Max. O.C. Min Panel Fasteners: #10x1" Pancake Head Fasteners, (2) per Clip Fire Barrier: Where required by code, install an approved fire barrier. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. (See note #2 below) Note: V round plastic caps may be used to prevent galvanic reactions. Undedayment: Minimum ASTM D 226 Type if with 4° overlaps and 6" end -laps, anchored with 12 Ga. x 1 '/" galvanized roof nails with 32 Ga. Tin ca s spaced 6" O.C. in rows at the perimeter, at overlaps, and two intermediate rows staggered and spaced 12' O.C. (or) Any underlayment with a valid FLPA or Miami -Dade NOA Note: 1" round plastic caps may be used to prevent galvanic reactions. Minimum Substrate: %' (15/32" min) 4-ply COX Plywood, nailed to 2x rafters spaced 24' max. O.C. with 8d ring -shank nails spaced 6" O.C. Or 3/4" min. solid wood plank (S.G.=0.42 min) Note: The'/" wood planking must be installed as a solid deck and must be nailed or fastened in a manner equal to the deck above, or as specified by a Florida licensed Architect/Engineer. Other Limitations: I. Roof slope must meet requirements of FBC Sections 15017.4.2 or 1515.2. 2. Fire classification is not a part of this evaluation. Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3. Design of substrate is by others and is not a part of this evaluation. rrc_iFa.iBN(v ovuvPf FYSi5iAN1 L :rghVvVAl.l.S. t00,,F., Nr' uvINC9/b' 4. Rational analysis, provided by a Florida licensed Architect/Engineer per FAS 61 G20.3.005(e), may be used for project specific approval by the local authorities having jurisdiction. 5. All panels shall be permanently labeled with the manfacturer s name and/or logo, and the following statement, "Dynamic Metals FL# 30751.4, DM Class 1700". Panel Forming: These panels may be jobsite roll formed with the following Dynamic Metals machines, per approval of 31d party CA provider, to the dimensions shown on Drawing 1700SL: SSQ-6800617 SSQ-5150216 SSQ-6810617 SSQ-6690517 SSQ-4560615 SSQ-8681118 5VC-0490718 5VC-0360516 5VC-0521218 Re -Roofing: The DM Class 1700 Series 26 Ga, Galvalume SnapLock 1 %2" Standing Seam Roof Panel may be installed over a single layer of existing asphalt shingles, provided the existing roof meets the requirements of Section 1511 of the Florida Building Code. If you have any questions or need more information concerning this approval please contact me. 199S3;upr ,' Thank you, `roa;Eq;i T vvc�T , r s�✓ No 62354 m SGOtt VVOiterSf k "' FL PE# 62354 3 STATE OF !`CI: d,IZI\I.!n IN Ii1fl A('I 5t; Ml CUP(AINNVAJ 1.7, 5()p,rl?O�IS. S INII pOr/5 h5CL3 $3d V 5El3t4'si lld.^.5 d pUp W �,F —ao w� a z v; � 4 q O NYt= LU UJ CO CC LU _ r :gay�aaruauupa6pr je, :ifVUd] 82%CroZ9 iT 5i Pod [6iL-6Z9(TM:%tad LBGEE la "N�Y3A Inl"I7d 153Ar, :�c';a:awa'.0uApw;e�un ^� p�Cr, S IVi3Up;l ✓iN�/VINAG herziwar;} �� .zi i MIAMI•DADE I MIAMI-DADS COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOA" AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/ecoaomy Maxim Industries, Inc. 1630 Terre Colony Court Dallas, Texas 75212 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by .Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Model BCM Curb Mount Skylight APPROVAL DOCUMENT: Drawing No. 18-6912, titled "Model BCM Dade Curb Mount Skylight', prepared by Engineering Express, dated September 28, 2018, sheet I and 2 of 2, signed and sealed by Frank L. Bernardo, P.E., on November 12, 2018 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA 417-0411.02 and consists of this page 1, evidence submitted page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Helnry A. Makar, P.E., M.S. MIA 41-DADE COUNTY NOA No. 18-1120.08 _ ; I • A- e Expiration Date: 08/03/2022 of /I-41to%rf Approval Date: 01/24/2019 Page 1 Maxim Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 917-0411.02 A. DRAWINGS 1. Drawing No. MS0217, titled "Model BMC Dade Curb Mount Skylight", prepared by Maxim Industries, Inc., dated 0211017, sheet I and 2 of 2, signed &sealed by Theodore Berman, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94; 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94; 3) Water Resistance Test, per FBC, TAS 202-94; 4) Large Missile Impact Test per FBC, TAS 201-94; 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Model BCNI, prepared by Intertek/Architectural Testing, Test Report No. G5934.01-801-18, dated 01103117, signed and sealed by Tyler Westerling, P.E. C. CALCULATIONS 1. Anchor calculations, 7 sheets, issued by Ted Berman and Associates, LLC; dated March 30, 2017, signed and sealed by Theodore Berman, P.E. D. QUALITY ASSURANCE 1. Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. FBC, 2014 Edition, Compliance Letter issued by Ted Berman and Associates, LLC, dated 03130117, signed & sealed by Theodore BermaA P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS L DWG. #18-6912, titled "Model BCMDade Curb Mount Skylight ; prepared by Engineering Express, dated 09128118, 2 sheets, signed & sealed by Frank L. Bennardo, P.E., on 11112118. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION L None. F. STATEMENTS 1. FBC, 2017 Edition, Compliance Letter issued by Engineering Express, dated 11112118, signed & sealed by FrankL. Bennardo, P.E. f3elm— y A. Malmr, P.E., M.S. Product Control Section Supervisor NOA No.18-1120.08 Expiration Date: 08/03/2022 Approval Date: 01/24/2019 E-1 co west wnvdotsm .mm�avaoaumwxnonwume p &Nt ., W°�'S53adJ3`JNP133NI9N3 WOJ'SS3lldli9NN3'^NHNi®QnAX3 IwyN.t prtAWNLLWW.uWw�Nuon'vdYw! 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