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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGwiu sas Nan! Lag In User Reef ilition Not Topics Submit Surcharge Stats & Facts Publications Contact us 9CIS Site Map Links Searcy dbpr (72-o) Product Approval ISER: Public user Product Approval Menu > Produ[t or Aoolitatl_on Search ;- Annllcation Ust > Application Detail FL 4 FL9759-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer DECRA Roofing Systems, Inc. Address/Phone/Email 1230 Railroad St. Corona, CA 92682 (951)272-8180 Ext210 mgallant@decra.com Authorized Signature Mark Gallant mgallant@decra.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory 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 Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/24/2U22 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code I�i�`I>!•�l:�Z+La1 ��at3riai�aLali>;il�r!L`L�►`�TII Standard ASTM A792 TAS 125 UL 1897 UL 580 Year 2015 2003 2015 2013 Product Approval Method Method 1 Option D Date Submitted 10/08/2020 Date Validated 10/11/2020 Date Pending FBC Approval 10/19/2020 Date Approved 12/15/2020 Summary of Products R ? I Nodule Number or Ne amDescription 9759.1 DECRA Metal Roofing Systems I Non-structural, stone -coated steel roofing systems Ym[ts of use Approved for use In NVNZ: No Approved for use outside NVXZ: yes Impact Resistant: N/A Design Pressure: +N/A/-153.5 Other: 1.) The design pressure noted on this application relates to one assembly type. Refer to ER Appendix for all assemblies and design pressures. 2.) Refer to ER Section 5 for limits of use. Instaustion Instructions FL9759 R9 II 2020 30 08 FINAL At ER DECRA FL9759- RR9.ppd Verified By: Robert Nleminen PE-59166 Created by Independent Third Parry: Yes Evaluation Reports RR` .pd Created by Independent Third Party: Yes IME Contact Uc :: 2601 li Stone Rod Tallahassee FL 32399 phone: 950-4e7-Ia24 The Slate of Mardi. Is an AA/EEO employe, [apwt,ht 2007-2013 State of Florida.:: Privacy. Statement :: Arcessibalb Statement :: Refund statement Under Florida law, email addresses are public reconi It you do not want your e-mail address released in response to a public -records request, do not sent electronic mall to this entity. Instead, contact Me of ca by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, eeectlye October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Deparbnent with an email address H they have one. The emails providd may be used for oRltlal communlcatlan with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department MM an email address which, can be made available to Me public. To determine 8 you are a licensee under Chapter 455, F.S., please cacv here . Product approval Accepts: = Cl Crp(1i' Card Sale NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION•• DECRA Roofing Systems, Inc. Evaluation Report D30800.12.09-R7 1230 Railroad Street, FL9759-R9 Corona, CA 92882 Date of Issuance:12/17/2009 (951) 272-8180 Revision 7:10108/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: DECRA Metal Roofing Systems 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 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). 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus Appendix 1 and 2 (26-pages) Prepared by: ,,rooff"', ` a . d" n`�4�.1( Robert J.M. Nieminen, P.E. F'tie Oi 6c The facsimile wal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 `:i.,«,,,,,.:,•••" Nieminen, P.E. on 10/0e/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW 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. S. 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. 02019 NEMO ETC, LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Non -Structural Metal Roofing Compliance Statement: DECRA Metal Roofing Systems, as produced by DECRA Roofing Systems, Inc., have demonstrated compliance with the following sections of the 71h Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1504.3.1 Wind resistance UL 1897 2015 1504.3.2 Wind resistance UL 580 2013 1504.3.2 Wind resistance TAS 125 2003 1507.4.3, R905.10.3 Material standards ASTM A792 2015 Entity ATI (TST 1S58) ICC-ES(EVL2369) QAI(TST9808) UL LLC (EVL 11342) UL(TST 9628) UL(TST 9628) UL(TST 9628) UL(TST 9628) UL(T5T 9628) UL(TST 9628) UL(T5T 9628) UL(TST 9628) UL(TST 9628) Metal suppliers Miami -Dade (CER1592) UL LLC (QUA 9625) UL LLC (QUA 9625) Examination Wind Uplift IBC/IRC Compliance Wind Uplift IBC/IRC Compliance Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Metal Physicals HVH2 Compliance Quality Assurance Quality Assurance A339S.01-109-44 ESR-2901 R15761P-1 UL ER14710-01 01NK28368 06NK07480 06NK17480 07NK09386 07NK22905 07NK22905 07NK22905 06NK07480 4786068523 Mill Cents 14-1224.12 Inspection Report Florida BUS Date 08/10/2010 09/01/2017 11/21/2017 04/30/2015 09/05/2001 04/12/2006 04/13/2006 06/04/2007 11/12/2007 06/18/2008 06/19/2008 05/02/2009 11/21/2013 02/28/2018 02/05/2015 04/04/2019 Current The following DECRA Metal Roofing Systems are mechanically attached to Approved substrate, as outlined in the Limitations / Conditions of Use herein. Panels are produced from sheet steel complying with ASTM A792, Grade 37 with an AZ50 hot -dip aluminum -zinc alloy coating and a ceramic coated stone granular finish. NEMO ETC, LLC Evaluation Report D30800.12.09-R7 Cedf ate Qf Authorization#92a55 7T" EDITION (2020) FRC NON-14VR7 EVALUATION FL97W-R9 DECRA Metal Roofing Systems Revision 7: 10/09/2020 Page 2 of 5 NNEMO etc. 4.1 DECRA Shake are 26-ga. formed steel panels that are mechanically attached to batten systems over approved roof decks. DECRA Shake measures 14-5/8 x 53 inches with installed exposure of 12-5/8 x 51 inches. Factory Edge Back Flange / Overlap channel Factory Edge -� f ' Installed Exposure: 12-5/8" x 51" Mid pan Keyway Nose Panels per Square: 22.4 e^ep Installed Weight: 150 lbs.'sq. Channel 04.2 DECRAShingIL Plus are 26-ga. formed steel panels that are mechanically attached to approved decks or to batten systems over approved decks. Shingle Plus measures 16.5 x 52 inches with installed exposure of 14.5 x 50 inches. Flange Factory Edge Installed Exposure: 14-1/2" x 50" Panels per Square: 20 Installed %eight: 150lbs. sq. 4.3 DECRA Shingle XD are 28-ga. formed steel panels that are mechanically attached to approved decks. Shingle XD measure 14.125 x 52.5 inches with installed exposure of 12.25 x 49.5 inches. NEW ETC, LLC Evaluation Report D30800.12.09-R7 C ntftote of Ao&homorion F324d9 791 EDITION (2020) FBC NON-HVH2 EVALUATION FL9759-R9 DECRA Metal Roofln` Systems Revision 7: 10/08/2020 Page 3 of 5 ONEMOjetc. 4.4 DECRA Shake XD are 26-ga. formed steel panels that are mechanically attached to approved decks. Shingle XD measure 14.125 x 52.125 inches with installed exposure of 12.375 x 49.875 inches. Pre -Punched Fastening Holes Back Clip-Lcck _ �— '"" Factory Back Flange , / Edge Overlap •\ - Area \ Now Facts Installed Exposure: 12-3 8" x 49-7'8" Edge - Panels per Square: 23.4 Front Clip -Lock Installed R'eight: 150 lbs. sq. 4.5 DECRA Tile are 26-ga. formed steel panels that are mechanically attached to batten systems over approved roof decks. DECRA Tile measures 16.5 x 52 inches with installed exposure of 14.5 x 50 inches. Back overlap Channel Installed Exposure: 14-1 2" x 50" Panels per Square: �0 Installed NVeight: I50 lbs.'sq. 4.6 DECRA Villa Tile are 26-ga. formed steel panels that are mechanically attached to approved decks through pre - punched fastening tabs. Villa Tile measure 17 x 44.25 inches with installed exposure of 14.5 x 39.5 inches. raslenuly lau5 Factory Pans t Edge Back Flange Nose Factory Edge Overlap Area (Shaded) Installed Exposure: 14-1 2" x 39-1,2" Panels per Square: 25.2 Installed Weight: 160 lbs. sq. NEMO ETC, LLC Evaluation Report D30800.12.09-R7 Certificate-;wthoraotion N32455 7ta EDITION (2020) FRC NON-HVHZ EVALUATION FL9759-R9 DECRA Metal Roaring Systems Revision 7: 10/08/2020 Page 4 of 5 NNEMOletc. 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 or R902 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 This Evaluation Report does not include evaluation of roof edge termination. 5.6 Refer to FBC 1521 or R908 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 or Appendix 2 for determination of design wind loads. 5.7.2 Appendix 2 outlines roof cladding design wind pressure requirements for gable and hip roofs in accordance with ASCE 7-16, multiplied by 0.6 for allowable loads (P„a). The MOP for the selected assembly shall meet or exceed the design wind pressure requirements for the project for each pressure zone of the roof. 5.8 Minimum slope shall not be less than that set forth in FBC 1507.4.2 and DECRA Roof Systems minimum requirements. 5.9 Coil metal used to produce the shingles shall comply with FBC 1507.4.3 and R905.10.3. 5.10 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. DECRA Metal Roofing Systems shall be installed in accordance with DECRA Roofing Systems, Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Corona, CA UL LLC—QUA9625; (414) 248-6409; THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT — NEMO ETC, LLC Evaluation Report D309M.12.09-R7 CertijKate of Authorization#32C55 VREDITION (2020)FBC NON-HVHZ EVALUATION FL9759-R9 DECRA Metal Roofing Systems Revision 7: 10/08/2020 Page 5 of 5 ONEMOletc. 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. 2. 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. 3. 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. ✓ Unless otherwise noted, insulation or thermal/fire barrier may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. ✓ Unless otherwise noted, underlayment shall be any underlayment holding current Florida Statewide or Local Product Approval, and listed as allowable for use under Metal Roof Panels (FBC 1507.4). 4. This Evaluation Report does not include evaluation of roof edge termination. S. Refer to FBC 1511 for requirements and limitations regarding recover installations. ✓ For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 6. Refer the tables herein for system attachment requirements for wind load resistance. ✓ "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 or Appendix 2 for determination of design wind pressures. ✓ Appendix 2 outlines roof cladding design wind pressure requirements for gable or hip roofs in accordance with ASCE 7-16, multiplied by 0.6 for allowable loads (P„d). The MDP for the selected assembly shall meet or exceed the design wind pressure requirements for the project for each pressure zone of the roof. 7. Fasteners shall be corrosion resistant and shall be of sufficient length to penetrate through the underside of the roof deck by not less than 1-inch. NEMO ETC, LLC Evaluation Report D30800.12.09-R7 for FL9759-R9 Ceatftate ofAutharizatinn N32455 7TH EDITION (2020) FBC NON-HVH2 EVALUATION Revision 7: 10/09/2020 02019 NEMO ETC, LLC DECRA Metal Roofing Systems; (951) 272-8180 Appendix 1, Page 1 of 4 ONEMO I etc. DECKSWOOD System Deck Fire Barrier / Panel Attachment MDP No. (See Note 11 Undedayment Fasteners Attachment fps" Min. 15/32" APA IA. rated Grade COX Note 3 PANEL TO DECK: No. 8 x min. I%" long hex PANEL TO DECK: Four (4) per panel at nose and -37.5 plywood head screws at nose and at back flange four 14) per panel at back flange to roof deck PANEL TO DECK: No. 8 z min. 1X" long hex PANEL TO DECK: Four 141 per panel at back min. 15/32" APA head screws at back shell shelf to roof deck 1B. rated Grade B-C Note 3 PANEL TO PANEL: No. 8 x min. 1" long hex PANEL TO PANEL: Four (4) per panel at through -Mo plywood head screws through nose of panel nose of panel to attached panels to the next mum Min. 15/32" APA PANEL TO DECK: No. 10 x min. 1%" long 1C. rated Grade CDX Note 3 needle point hex head screws at nose and at PANEL 0 DECK: Eight (el Per panel at nose and 7 -97.5 plywood back flange eight per panel at back flange to roof deck PANEL TO DECK: No.8 x min. I%" long hex PANEL TO DECK: Seven (7) per panel at back Min. 15/32" APA head screws at back shelf shelf to roof deck 1D. rated Grade B-C Note 3 PANEL TO PANEL: No. 8 x min. 1" long hex PANEL TO PANEL: Seven (7) per panel at -102.5 plywood head screws through nose of panel through nose of panel to attached panels to the next course TABLE 3: DECRA SHINGLE XD, " WOOD t System Deck Fire Baffler / Panel Attachment MDP No. (See Note 1) Undeffayment Fastenefs Attachment Min. 15/320APA PANEL TO DECK: min. 0.120' diameter 3A. rated Grade B-C Note 3 min. 1.25" long ring shank nails (for recover, DECK: DEC PANEL TO K: Five (5)per panel, evenly -45.0 plywood ensure length for full deck penetration) spaced, D.C. Min. 15/32" APA PANELTO DECK: min. 0.120" diameter x 3B. rated Grade B-C Note 3 min. 1.25" long ring shank nails (for recover, PANEL TO DECK: Ten (10) per panel, evenly -75.0 Plywood ensure length for full deck penetration) spaced, 5-inch o.c. Min. IS/32" APA PANEL TO DECK: min. No. 9-14 x min. 1.25' 3C. rated Grade B-C Note 3 long hex head screws (for recover, ensure PANEL TO DELL: Five (5) per panel, evenly -75.0 plywood length for full deck penetration) spaced, 10-inch o.c. Min. 15/32" APA PANEL TO DECK: min. No. 9-14 x min. 1.25" PANEL TO DECK: Ten (10) per panel, evenly 3D. rated Grade B-C Note 3 long hex head screws (for recover, ensure -97.5 plywood length for full deck penetration) spaced, 5-Inch D.C. NEMO ETC, LLC Evaluation Report 030800.12.09-R7 for FL9759-R9 Cerff/Imte o/Autaorhotlon e3245S 7' EDITION (2020) FBC NON HVHZ EVALUATION Revision 7: 10/08/2020 02019 NEMD ETC, LLC DECRA Metal Roofing Systems; (951) 272.9190 Appendix 1, Page 2 of 4