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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 4 a rUd p,r ai7Product Approval USER: Public User Product Aooroval Menu > Product or Aoolicatlon Search > Application Lis[ > Application Detail s k ` FL # I FL14645-113 Application Type I Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method I II Florida Engineer or Architect Name who developed the Evaluation Report i Florida License Quality Assurance Entity i Quality Assurance Contract Expiration Date Validated By Certificate of Independence 17 MEM"W"M n�i klllli� ;.�. li tril r :. r.: I'll Publications I FBC Staff I BCIS Site Map I Links I Search ST. LUCIE COUNTY BUILDING DIVISION REVIEWEp�R COMPLIANCE��� r DATE V�J� i PLANS AND PERMIT MUST BE KEPT N JOB SITE OR NO INSPECTIONS) WILL BE MADE Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com David Stermer dstermer@metalsales.us.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT COMPLY WIfCi1H ALL.LRAPP CABLRE CODES. Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. © Validation Checklist - Hardcopy Received FL14645 R3 COI CertificateIndependence.pdf Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2003. 2012 2006 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FILE COPY https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 3/22/2018 Florida Building Code Online, Page 2 of 4 Product Approval Method I 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 Summary of Products FL # Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof i panel over min. 19/32" thick plywood deck. Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL14645 R3 II EvaluationReportC2182 l.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure. +N/A/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationReportC2182 1.Ddf and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 5V-Crimp l 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.pdf 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 I Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE EvaluationReportC2182 2.1)df 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 5V-Crimp it 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 EvaluationReportC2182 3.pdf 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 I Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R3 AE EvaluationRenortC2182 3.pdf o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes at fastener spacing of 8" o.c. i 14645.4 SV-Crimp I 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 I Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationReportC2182 4.pdf and 172.5 psf at fastener spacing of 6' o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened 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 EvaluationReportC2182 5.ndf 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/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener; spacing of 36" o.c. FL14645 R3 AE EvaluationReportC2182 5.pdf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.E _ Aluminum Vertical Seam 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 EvaluationReportC2182 6.pdf 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 Eva IuationRepo rtC2182 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: it https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQWtDgsw8ZVNfe8A... 3/22/2018 Florida Building Code Online Page 3 of 4 14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 7.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +N/A/-162.0 Other: Uplift load of 41.6 psf at! clip spacing of 36" o.c., Evaluation Reports FL14645 R3 AE EvaluationReportC2182 7.1)df 100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of 12" o.c. with support strap. Created by Independent Third Party: Yes 14645.8 Classic hib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Eva IuationRepo rtC2182 8,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/-91 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c. and 91 psf at fastener spacing of16" o.c. FL14645 R3 AE EvaluationReportC2182 8.pdf Created by Independent Third Party: Yes 14645.9 Classic lilb Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: Noy FL14645 R3 II EvaluationReportC2182 9.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A i Created by Independent Third Party: Yes Design Pressure: +N/A/-133.9 . Evaluation Reports 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 FL14645 R3 AE EvaluationReoortC2182 9.rdf Created by Independent Third Party: Yes at fastener spacing of 18" o.c. i 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 10.pdf 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/-135.0 Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReportC2182 10.1)df and 135 psf at fastener spacing of, 6" o.c. Created by Independent Third Party: Yes 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaludtionReoortC2182 11.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/-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReportC2182 11 j)df Created by Independent Third Party: Yes and 138.5 psf at fastener spacing of 12" o.c. 14645.12 I 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 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A I 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. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Installation Instructions FL14645 R3 It EvaluationReyortC2182 12.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 12.odf 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 EvaluationReoortC2182 13.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE Eva IuationRepo rtC2182 13.1?df Created by Independent Third Party: Yes 14645.14 Pro -Panel II Min. I9thick 36" wide plywood through fastened roof panel over min. 115/32 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 3/22/2018 Florida 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/-71.5I Other: Uplift load of 41.6 psf at fastener spacing of 24" D.C. and 71.5 psf at fastener spacingiof 12" D.C. Installation Instructions FL14645 R3 II Eva IuationRepo rtC2182 14,Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 14.Odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee Fl, 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses arelpublic 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 mall. If you have any questions, please contact 850.487.1395. -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 emails provided mayjbe 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: ® RE 0 Credit .d Safe securityhl nucs https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 3/22/2018 EVALUATION REPORT OF METAL SALES" MANUFACTURING CORPORATION `26 GA. CLASSIC RIB PANEL' FLORIDA BUILDING CODE 6TH EDITION (20.17) FLURIDA PRODUCT APPROVAL FL 14645.9-R3 ROOFING METAL ROOFING Prepared For: Metal i Sales. Manufacturing Corporation 545 South 3�d Street, Suite 200 Louisville, KY 40202 Telephone: (502) 8554300 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) 492-59.92 FAX: (860 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) � s� J'4 SpCKALIeV ',�e eo, .,,Q'.• �G E N g F•�'9,y� �o e 0 •' o 6224 .. Report No. C2182-9 ' Date: 9.9.17 e p • STATE OF ; iij p.•=® %;ems •.� ......yF�e��, i FL 14645.9-R3 C2182-9 9.9.17 Page 2 of 3 Manufacturer: Metal) Sales Manufacturing Corporation Product Name: Classic Rib Panel Description: 36" wide coverage with (5) 3/4" high ribs I Materials: Min. 26 ga., 80 ksi steel or min. 24 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" thick plywood or min. 3/4" 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 15" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the held and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Substrate (optional): Min V x 4" No. 2 SYP wood purlins over min. 19/32" thick plywood deck fastened to supports at maximum 24" o.c. Wood purlins shall be fastened to wood rafters with (2) #9 x 3" long wood screws. The wood purlins will be spaced same as panel fastener spacing along panel length.) The wood purlin, purlin to the rafter connection and rafters must be designed by others to the carry the load imposed on the panels and installed as per FBC 2017. 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: 74.8 psIf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 92.3 psf @ fastener spacing of 24" o.c. 133.9 psf @ fastener spacing of 18" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" At panel ends @ 3.5" - 5.5"-3.5" o.c. across panel width At intermediate @ 9" o 1c. across panel width with two fasteners at each sidelap. Sidelap Attachment: '/4"-14 x 7/8" long SDS with washer @ 12" o.c. Recommended for (Optional) roof slope less than 3:12. Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. FL 14645.9-R3 C2182-9 9.9.17 Page 3 of 3 i Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports FarabaIugh Engineering and Testing Inc. Project No. T193-05, Reporting Date 9/12/05 Project, No. T240-07, Reporting Date 7/12/07 i I 9" (TYP) PANEL FASTENER SPACING CLASSIC RIB /—SEE DETAIL 1 PER ALLOWABLE PRESSURE THIS SHEEP CLASSIC RIB TABLE ON THIS SHED 1/4"-14 X 7/8" TEK SCREW SPACED AT 12" O.C. (OPTIONAL) ---------------LUNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURERS INSTALLATION MINIMUM ATTACHMENT: PLYWOOD 8d x 2.5" LONG RING SHANK NAIL 19/32" THICK (MIN.) CLASSIC RIB VUIULLINV 3 VR jF0 x L LVIVV "uuu 3umnw3 MIN. 2X_ WOOD RAFTER/JOIST/ SPACED ® 6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS 36" ^cr c ncrell 1/4"-14 X 7/8" TEK SCREW r SPACED AT 12" O.C. (OPTIONAL) II \ / II 11 UNDERLAYMENT SHALL BE INSTALLED PLYWOOD MINIMUM ATTACHMENT: 19/32" THICK (MIN.) AS PER MANUFACTURER'S INSTALLATION as .. ') S" I nur_ olnlr_ cunnly nlnu # MIN. 2X_ WOOD RAFTER/JOIST/ WluruNt3 OR 8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT PANEL ENDS TYPICAL PANEL INSTALLATION X-SECTION 1 3/4" 1 3/4" 1/4"-14 X 7/8" TEK SCREW SPACED AT 12' O.C. (OPTIONAL) #916 OR #10-14 WOODSCREWS WIT_H SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. RI 1 M NSSIC 26 GAB ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (PSF) 36 74.8 24 92.3 18 133.9 GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.01817. EFFECTIVE COVERING WIDTH OF PANEL = 36". PLYWOOD 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON NG. UNDERLAYMENT J 19/32" THICK (MIN.) 4. REQUIRED D SI NISWI DVLOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS DETAIL I 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM 1 ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL S. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 0 0 U N z_ HN DO NCOO U K) my I O I �J 00 MJ j N _? Lo 0O L �Lo 1 OF 1