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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 4 20ANNE B e she Lurie e �pq ProfessionalI BCIS Home Log In 1 User Registration Hot Topics i Submit Surcharge , Stats & Facts Publlcatioas FBC Staff I BCIS Site Map I links Search I 4q� Product Approval 9 USER: Public User Product Auoroval Menu > Product or Aoollcation Search > A0011Catlen Ust > ApplicaUon Detail C f FL # FL14645-R3 Application Type Revision I Code Version 2017 Application Status Approved II Comments Archived AUNWBOUZILDIYNNG ST. LUCIE DIVISION Product Manufacturer Metal Sales Manufacturing cRrgMWED FOR COMPLI Address/Phone/Email 545 South 3rd street, SuiteREVIEWED BY Louisville, KY 40202 DATE (502) 855-4300 dstermer@metalsales.us.coKANS AND E MIT M ST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE Authorized Signature David Stermer dstermer@meta (sales. us.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 —i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi, P.E. [/ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14645 R3 COI CertificateIndeoendence odf Standard Year FM 4470 2012 TAS 125 2003 UL1897 2012 UL 580 2006 FILE COPY hrips://www.floridabuilding.orgIcar/car_aPp_d41-aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1 /12/2018 Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 summa of Products FL # Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions. Approved for use in HVHZ:. No. FL14645 R3 II Evaluationggggrt=82 Lod Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 82:3 psi at fastener spacing of 36" o.c. Fl 14645 R3 AE Eva] uationReportC2182 i.pdf and 86.0 psf at fastener spacing of 12" o.c. Created by IndependentThlyd Party: Yes 14645.2 SV-Crimp Min..26 ga., 24 wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel Flat. Limits of Use Installation instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 2.12df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FI-14645 R3 AE EveluationRepprtC2182 2 odf o.c., 131.3'psf at fastener spacing of 18" o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12" O.C. 14645.3 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Eva it ationReportC2182 3.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/=196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" Fl.14645 R3 AE EvaluationReportC2182 3 o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Thlyd Party: Yes at fastener spacing or 8" o.c. 14645.4 SV-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions FL14645 R3 II EvaluationReo0 C2182 4.odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Other: Uplift load or 30.0.psf at fastener spacing of 36" o.c. Evaluation Reports AE Indf and 172.5 psf at fastener spacing of 6" o.c. Independenttion Third Party2Yes Created by.3 Y 14645.5 I Aluminum Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and 120 psf at fastener spacing of 6" o.c. 14645.6 1 Aluminum Vertical Seam Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood, deck or 7116" thick OSB. Installation Instructions Fl 14645 R3 II EvaluationReportC2182 S nd Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE Eva luationReportC2182 S.odf Created by Independent Third Party: Yes Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Evaluat1.nReporAC2182 6 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.05 Evaluation Reports Other, Uplift load of 41.6 psf at clip spacing of 36" o.c., FL14645 R3 AE EvaluationReportC2182 6.pdf 71.0 psf at clip spacing of 12" o.c. and 97.1 psf at clip Created by Independent Third Party: Yes spacing of 12" o.c. with sidelap adhesive. https://www.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 ida Building Code Online Page 3 of 4 14645.7 1 Aluminum Vertical Seam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41,6 psf at clip spacing of 36" o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of 12" o.c. with support strap. Nom. 0.032" thick, 16" wide,.aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions FL14645 R3 II EvaluationRenortC2182 7 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationRegortC2182 7 Ddf Created by Independent Third Party: Yes 14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Installation Instructions M14645 R3 'II Eva luationReoortC2182 8.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load. of 41.5 psf at fastener spacing of 48" o.c. FL14645 R3 AE EvatuanonKeooru ziac o.uu- and 91 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.9 Classic Rib 119/326 ga., 36p mood deck.9h fastened roof panel over min. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at fastener spacing of 18" o.c. 14645.10 1 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-135.0 Other: Uplift load of'45 psf at fastener spacing of 24" o.c. and 135 psf at fastener spacing of 6" o.c. 14645.11 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: N/A Design Pressure:'+N/A/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24" O.C. and 138.5 psf at fastener spacing of 12" o.c.. 14645.12 1 Image II Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener spacing of 6" o.c. with sidelap adhesive. 14645.13 1 PBR-Panel or R-Panel Installation Instructions FI-14645 R3' II EvaluationReoortC2182 9.Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 9.odF Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. and 131.0 psf at fastener spacing of 6" o.c. Min. 29 ga., 36" wide. through fastened roof panel over min. 7/16" thick OSB deck Installation Instructions FL14645 R3 II EvaluationReportC2182 10 odf Verified By: Bala Sockalingam PE 6224U Created by Independent Third Party: Yes Evaluation Reports F1.14645 R3 AE FvaluationReportC2182 10,ndf Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions FL14645 R3 II EvaluationReportQ182 11.Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluatlonReoortC7182 11 odf Created by Independent Third Party: Yes Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Installation Instructions FL14645 R3 II EvaluationReoortC2182 12odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports, FL14645 R3 AE EvaluationReDortC2182 12 Ddf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions FL14645 R3 II Eva luationReoortC2182 13 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE Eva luationReooEE2182 13.odf Created by Independent Third Party: Yes 14645.14 Pro Panel II Min. 29,ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. ttps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtpgsw8ZVNfe8A... 1/12/2018 idA Building Code Online Page 4 of 4 Limits'of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. and 71.5 psf at fastener spacing of 12" ox. Installation Instructions FL14645 R3 iI EvaluationReportC2182 14.pdf Verified By: Bala Sockalingam PE.6224U Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluatlonReportC2182 14'.pdf Created by Independent Third Party: Yes Back Next on :: 2601 Blair Stone Rogiii Tallahassee FL 32399 Phone: 850-48701824 The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 state of Florida.:: Privacy Statement :t Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. Ifyoudo, not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional. mall. If you have any questions, please contact850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emals provided may be used for official' communication with the licensee. However email addresses are public record. If you do not to supply a personal address, please provide the Department with Chapter 455FS which can d cbe k mh adee available to the public. To determine If you are a licensee under i Product Approval Accepts: ®®® RR M Credit Card Safe ttps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgsw8ZVNfe8A... 1/12/2018 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 126 GA. 5V-CRIMP PANEL' FLORIDA, BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 311 Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) tiltil1H0'°tes Installation Details (1 Page) ore%%% gOCKAL/N °"owe Load Span Table (1 Page) 41 -0 0 E N 8�•�''4,�•ov 0 No 62240 Report No. C2182-4 STATE of :� �� Q • . • \_ Imo Date: 9.9.17 o�osP�S:. o R % o► FL 1.4645.4-R3 C2182-4 9.9.17 Page 2 of 3 Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5)1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min.. 15/32" thick plywood or min. 3/a" thick wood plank (min SG of 0.42) for. new and existing constructions. Designed by others and installed as per. FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" O.C. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:12 or greater in accordance with FBC 2017.Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the .deck a minimum of 3/8" and installed as per Metal Sales current installation procedure.. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems' . Test Equivalency: The test .procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product. described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017" Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be for fire ratings otthis proauct. Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials PANEL OVERLAP 5V—CRIMP SEE DETAIL 2 SEE DETAIL 1 9-16 OR #10-14 WOODSCREWS ITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MINIMUM ATTACHMENT: 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X— WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION UNDERLAYMENT� DETAIL 1 C16 OR J'10-14 WOOOSCREWS A H SELF SEALING WASHER AT MAXIMUMSPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. PANEL FASTENER PER UPLIFT LOAD TABLE � o U N w Z co =)CISo iaa' Y T �. IO Ma: D J N N y O y NJ �i A w a i GENERAL NOT 1, ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE �i a o u q FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN.26 GA, (t = 0.019"). EFFECTIVE COVERING e. OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32 THICK (MIN.) WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL. BE INSTALLED OVER SHEATHING & STRUCTURE AS > oM SPECIFIED ON THIS DRAWING. 4. REQUIRED.DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS n Z Nq PANEL SYSTEM .MAY- NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS - On e ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. G - S. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA z i BUILDING CODE, IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. S. 6. RAFTERS/JOISTS/TRUSSES MUST BE :DESIGNED TO WITHSTAND WIND LOADS AS 5V—CRIMP MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT ' \-- OSB 7/16" THICK (MIN.) OR F)PTAll 9 PLYWOOD 15/32 THICK (MIN.) I 'i OF METAL SALES MANUFACTURING CORPORATION W-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (pSfl Coverage width: 24" Panel Fasteners #E9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 ^ 9 120.0 72.0 15 �! is 6060 21 51.4 24 45.0 27 40.0 _ 30 36.0 32.7 _ 30.0 33 36 totes: The bold numbers indicate design loads calculated from test data with safety factor of 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 9184925992 o�°P Ijao cKgL�Nsd� � o No 62240 :mow a &C STATE OF 411 0 R 1 D P\ae® • '� G 1 CR, , g . 20, Bala Sockalingam, Ph.D., P.E. FL 62240 A