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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGzigrida Building Code Online Page 1 of 4 t ion - p DBYA kiOriE �8W1 oOCw: QCRkU/titQtON3 E64r�GS'4$Fh BCIS Home ° Log In I User Registration Hot Topics Submit Surcharge - Stats & Facts Publications 1 Florida r + Qj e" Product Approval �USER: Publit User Product Approval Menu > Product or Aoolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code �9 > Application Detail FL14645-R3 PIECE V �� Revision 2017 JAN 2 6 2018 Approved ST. Lucie County, Permitting 1-3 Metal Sales Manufacturing Corpc 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502)85S-4300 dstermer@metalsales.us.com David Stermer dstermer@ meta Isales.us.com Roofing ST. LUCIE COUNT VSBUILDING DI rrg11-313 COwP PRE REVIEWED BY DATE -Z-ft PLANS AND PEIWIT MUST BE KEPT ON JOE On NO INSPECTION WILL LIc MADE THFSE PLANS AND ALL'ROPOSED WORK ARE 8i11`.1ECT .3 0 fo-j r ray ~FGl IOi��S HF�1!:IRsi) �•1' Fly'-.i;? IP�'i�i.'i`'c)Fi;'�'tCIwT WIRY b E INEG`ESSA,1.Y Iill; QJ� R 1, 00144PLY Wal ALL A4njljoluu "-: wDES, ?vialuation Report from a Florida Registered Architect or a Licensed 'lorida Professional Engineer (Evaluation Report - Hardcopy Received Sala Sockalingam COMM FASTENERS OR ATTACHMENTS DE-t 2240 ARE THE RESPONSIBILITY OF THE <eys tone Certifications, Inc. 12/27/2026 CONTRACTOR OF RECORD Yoosef Lavi, P.E. IJ Validation Checklist - Hardcopy Received FL14645 R3 COI CertificateIndeoendence ndf Standard Year FM 4470 2012 TAS 125 2003 UL1897 2012 UL 580 2006 https://www.floridabuilding.org/pr/pr_app_dtl.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 FL # Model, Number or Name Description 14645.1 2.5" Corrugated I Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19132"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FI 14645 R3 II EvaluationReoort0182 1.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/=86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaIuatlonRevortC2182 1 odf and 86.0 psf at fastener spacing of 12" o.c. I Created by Independent Third Party: Yes 14645.2 SV-Crimp I ` 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 Eva] uationReportC2182 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 Other: Uplift load of 84.5 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvaluationReportC2182 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 I 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 luationReoortC2182 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 3.2df Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R3 AE Eva luationReoortC2182 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. 1 14645.4 5V-Crimp I Min. 26. ga., 24" wide through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick O5B with fasteners through panel rib. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvatuationReoortC2182 4.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/-172.5 Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 4 odf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 i Aluminum Classic Rib I No of 0.032" thick, 36" wide, aluminum through fastened 'ifpanel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions 5.0f Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 II EvaluatlonReoortC2182 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 atfastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportC2182 5 odf and 120 psf at fastener spacing of 6" o.c. 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 EvaluationReoortC2182 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 Eva] uatlonReoortC2182 6.odf 71.0 psf at dip 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. h4s:/hvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online Page 3 of 4 14645.7 Aluminum Vertical seam I 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 Created by Independent Third Party: Yes Design Pressure: +N/A/-162.0 Evaluation Reports Other: Uplift load of 41.6 psf at clip spad ig of 36" o.c., FL14645 R3 AE EvaluationReportC2182 Lod 100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip Created by Independent Third Party: Yes spacing of 12" o.c. with support strap. 14645.8 Classic Rib I 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 IUationReportC2182 8.12df 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/-91 Evaluation Reports Other: Uplift load of 41.5 ,psf at fastener spacing of 48" O.C. F 14645 R3 AE EvaluationReportC2182 8.pdf and 91 psf at fastener spacing of 6" o.c. I Created by Independent Third Party: Yes 14645.9 i Classic Rib I Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use I Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReportC2182 9 odf 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/-133.9 Other: Uplift load of 74.8 psf at fastener spacing of 36" Evaluation Reports FL14645 R3 AE EvaluationReportC2182 9.0f o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf Created by Independent Third Party: Yes at fastener spacing of 18" o.c. r14645.10 I Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F' 14645 R3 II EvaluatlonReportC2182 10 pdf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" o.c. Evaluation Reports FL14645 R3 AE FvaluptionReportC2182 10 pdf and 135 psf at fastener spacing of 6" o.c. I Created by Independent Third Party: Yes 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. I 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReoortC2182 11 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 Evaluation Reports FL14645 R3 AE Eva luationReportC2182 I pdf Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. Created by Independent Third Party: Yes and 138.5 psf at fastenerspacing of 12" O.C. I 14645.12 �I1-age Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use I Installation Instructions FL14645 R3 II EvaluationReportC2182 12.pdf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE Eva luationReoortC2182 12 odf Created by Independent Third Party: Yes 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 PBR-Panel or R-Panel Min. 26 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 evaluationReportC2182 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 Evaluation Reports Other: Uplift load of 30.0 psf at fastener' spacing of 48" o.c. FL14645 R3 AE EvalVationReportC-2182 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 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 and 71.5 psf at fastener spacing of 12" o. installation Instructions FL14645 R3 iI EvaluationReoortC2182 14.12df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports of 24" o.c. FL14645 R3 AE EvaluationReportC2182. 14.Ddf Created by Independent Third Party: Yes Back N-- Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 650-487-1824 The State of Florida Is an AA/ff0 employer. Convirl0ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public recordsl 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 of0cei by phone or by traditional mail. 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 emalls 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 dick hSr Product Approval Accepts ®®Rig eCMcl Credit Safe securit mii-rxfca https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL k 14645.4-R3 ROOFING METAL ROOFING Metal Sales Ma 545 South Fax: red For: acturing Corporation Street, Suite 200 KY 40202 (502) 855-4300 2) 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) ,g �ettte1eeeas, Installation Details (1 Page) oo,%%' SoCKAO/v"r�,, Load Span Table (1 Page) °°e°P�,P.•�C, E tV S�•�?'q,�m, Report No. C2182-4 Date: 9.9.17 No 62240 p 4 � O 09 STATE OF : �e •p• �% Al 1 N °® o� ALE oe 0 t 9..g. 2c,.t-7 FL 146.45.4-R3 - —' C2182-4 i 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 i, Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or r Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). E Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. W 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 pahel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly test) d in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. I Test Equivalency: The test procedures in UL 1897-04 comply with test procedures. prescribed in UL 1807-12. 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 i; Iire ratings,of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-0 17-02-0 1, 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 knot within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials PANEL OVERLAP 5V-CRIMP FASTENER AT PANEL FLAT SEE DETAIL 2 / SEE DETAIL 1 i REQUIRED FOR PANEL ENDS ONLY. \ 1" PANEL FASTENER PER UPLIFT MINIMUM ATTACHMENT: LOAD TABLE 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR 88 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD GUIDELINES I & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ cc 0 TRUSS AT MAX. 24' O.C. 0 N TYPICAL PANEL INSTALLATION X—SECTION ow a :3 N O #9-16 OR #10-14 WOODSCREWS. w WITH SELF'SEALING WASHER AT Jro - MAXIMUM SPACING OF 36" O.C. j N f!1 O N 5V-CRIMP _—�— V) MIN 26 GA. Ln �j N u — n m N e NOT 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE o u _ ? b FLORIDA BUILDING CODE (FBC). UNDERLAYMENi 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019 �. EFFECTIVE COVERING o a ydm �tS OSB 7/16° THICK (MIN.) OR PLYWOOD 15/32 THICK (MIN.) WIDTH OF PANEL = 24". DETAIL 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING &STRUCTURE AS v Q ox� SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS _ m N a 9-16 OR {110-1h WOODSCREWS ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. WITH SELF SEALING WASHER AT 5. ALL FASTENERS MUST BE IN ACCORDANCE THIS DRAWING &THE FLORIDA 36" O.C. OCCURS BETWEEN THE MINIMUM u 4WITH MAXIMUM SPACING OF BUILDING CODE. IF A DIFFERENCE REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 1MP REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. MIN 26 UNDERLAYMENTOSB 7/16" THICK (MIN.) OR DETAIL 2 PLYWOOD 15/32 THICK (MIN.) s i Ko. OF 1 METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length I (in) Allowable Uplift Load (psfl Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer I 6 __ I72.5 _ — - 9 120.0 _ I ^ 15 72.0 is 60.0 _ I 21 51.4 I 24 45.0 27 40.0 30 36_0---- _ 32.7 30.0 33 36 Notes: I 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 F114645.4 and Metal Sales current installation procedure. 3. Three or more spans condition. I I I 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 e�Op56111BIIfitp s,�eti�P g0CK,44 w *: No 62240 a �*u [r Pam' STATE OF :41 O N R 1 p P, G m 2Gk-7 Bala Sockalingam, Ph.D., P.E. FL 62240