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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGFlorida Building Code Onli�- Page 1 of 4 SCANNIED BY St Lurie. �W d BCIS Home ' Log In i User Registration Hot Topics } Submit Surcharge Scats B. Facts Publications { FBC Staff { BCIS Site Map' { -Unks �- Search { Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application O t.> Application Detail FL # FL14645-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method W. Metal. Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502)855-4300 dstermer@metaisales. us.com David Stermer dstermer@meta Isales.us:com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,? Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam i 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 FM 4470 TAS 125 U L 1897 UL 580' Year 2012 2003 2012 2006 File Copy https://www.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 r i Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved of Drnd!-r*- 09/09/2017 09/14/2017 09/15/2017 12/12/2017 Model, Number or Name Description 5.1 r 2.5" Corrugated Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck. ts of Use Installation Instructions FL14645 R3 II EvaivationReoorl:0182 1 Ddf 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/-86.0 Uplift load of 82.3 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaludtioDReportC2182 i Ddf Other: and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 5V-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 EvaluationReDortC2182 2.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%-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE EvaluationReoortC2182 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 5V-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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II Eva] uationReoortC2182 3.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Evaluation Reports FL14645 R3 AE EvaluationReDortC2182 3.odf Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c., 74.8 at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes psf at fastener spacing of 8" o.c. 14645.4 SV-Crimp Mina 26 ga., 24" wide through fastened roof panel over min. I 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 4.1)df 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 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationReoortC2182 4.odf and 172.5 Dsf at fastener spacing of 6" o.c.' Created by Independent Third Party: Yes 645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood deck or 7/16" [Approvedfor thick OSB. mits of Use Installation Instructions Fuvov5 3 11 t a ogC2 82 S use in HVHZ: No pproved 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 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportC2182 S.Ddf and 120 psf at fastener spacing of 6" o.c. I Created by Independent Third Party: Yes 14645.6 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 Eva luationRenortC2182 6.1)df 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 of36" o.c., FL14645 R3 AE Eva IUatlonReoortC2182 6.odf 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.fl.oridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Onlis' 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" ox., 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. 19132" thick plywood deck Installation Instructions F' 14645 R3 II EvaluationReportC2182 7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 7 odf Created by Independent Third Party: Yes 14645.8 Classic Rib Min. 29 ga:, 36" wide through fastened roof panel over min. 15132" 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 Other: Uplift load of. 41.5 psf at fastener spacing of 48" o.c. and 91 psf at fastener spacing of 6" o.c. 14645.9 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/-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. Installation Instructions FL14645 R3 II EvaluatfonReportC2187 8 pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third. Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 8.gdf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Installation Instructions FL14645 R3 II EvaluationReportC2182 9 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 9.12df Created by Independent Third Party: Yes 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II- EvaluationReportC2182 10.ndf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" o.c. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 10.pdf 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReoortQ182 ll.pdf 'PE Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24" O.C. Evaluation Reports FL14645 R3 AE EvaluationfleoortC2182 11 pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.12 j 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. Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7116" thick OSB. Installation Instructions FL14645 R3 II EvaluationReportC2182 12.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 12.pdf Created by Independent Third Party: Yes 14645.13 PBR-Panel or R-Panel Min. 26 ga., 36" wide through fastenedroof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II Eva] uationRenortC2182 13.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/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. Evaluation Reports F1 14645 R3 AE EvaluationReportC2182 13 odf and 131.0 psf at fastener spacing of 6" o.c. 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. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Onlif""_' Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 113 iI Eva luationReoortC2182 14.12df 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/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReoortC2182 14'.Ddf and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes Back Next contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32322 Phone: 850-487-18 The State of Florida Is an AA/EEO employer. Comight 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, d_ o not tend electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1305. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, 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 an be made avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please clickhem . Product Approval Accepts— ® ® edhc Credit Card - Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 r- EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 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 3rd 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 962240 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) 1%11111 flit,, Installation Details (1 Page) v`%%% SOCKAC/-%,�e Load Span Table (1 Page) ,.`��,�''.•�c, E N SF,�''-q,�m� Report No. C2182-4 Date: 9.9.17 o No 62240 a ®.Q; :cc� 5� STATE OF : �� 4l/ \��mZ, 1 •.,,0 R••, • 0- e0 Bo ALE%% �,�.2C> - FL 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: 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. 7116" thick OSB or min. 15/32" 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 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 #1044 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 directory or ASTM E108/UL790 report from an accredited laboratory ar fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PR1 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 u n FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. `MINIMUM ATTACHMENT: 8d x 2.5" LONG RINGSHANK NAIL UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION OR #8 x 2" LONG WOOD SCREWS SPACED 0 6" O.C. IN THE FIELD GUIDELINES & AT EDGES #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX, 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION 5V—CRIMP MIN 26 GA. UNDERLAYMENT J — OSB 7/16" THICK (MIN.) OR DETAIL 1 PLYWOOD 15/32 THICK (MIN.) #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT DETAIL 2 SV—CRIMP MIN 26 GA. OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32' THICK (MIN.) PANEL FASTENER PER UPLIFT LOAD TABLE d 0 0 U N ZW Co (noo 0 d. ii MJ OD N W 55' JQ os f!1 N r Lo w a GENERAL NOTES: i. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a " A FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN, 26 GA. (t = 0.0191. EFFECTIVE COVERING n � a' as! and WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS N SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN' WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS T 0 a N n IN ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. V 5, ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & HE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF HIS DRAWING & HE CODE, THE CODE SHALL CONTROL 6 DESIGNED SEEACH REQUIREDRAFTERS/JOISTS/TRUSSES F RAPPLICATION N A ARE THE HE RESPONSIBILITY OF OTHERS. THERS.. 1 or METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Ml in., 26 ga.) Description Fastener Spacing along panel length (in.) Allowable Uplift Load Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 _LL 9 120.0 72.0 15 18 _ 60.0 _ 21, 51.4 45.0. 24 27 40.0 30 36.00_- 33 32.7 36 30.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor- of 2. 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. 3. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 111%jP 118111r�g �+ SOCKq4 °'aF Vq No 62240 m q*� v STATE OFF �� (O R Ie� P, N ewe •L Bala Sockalingam, Ph.D., P.E. FL 62240