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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 4 SCANNEUI By tit'iPP,nn�b' Business & Professional Regulation SCIS Home Log In I User Registration Hot Topic j Submit Surcharge Stats & Facts FI 'da Product Approval �i+°" C�i USER: Public User r ,. PmA ,rr Approval Menu > Product or AooGcation Search > Aoolication List > ppplioUon Detail FL # FL14645-R3 Appllcation Type Revision Code Version 2017 Application Status Approved rte4xNale' waoottura' oevRoi,;aia coNr+�t7,oera ar RECEIVED APR 09 2018 ST. Lucie County, Permitting Comments Archived U Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Baia 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. u Validation Checklist - Hardcopy Received Certificate of Independence F1 14645 R3 COI CertificateIndeoendence odf 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe 8A... 1 /12/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/09/2017 09/14/2017 09/15/2017 12/12/2017 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 Eva luationReoortC2182 1.12df 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/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationReportC2182 1.1)dF 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReportC2182 2 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/-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 1 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 Installation Instructions Approved for use in HVHZ: No 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 Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R3 AE EvaluationReportC2182 3.ndf 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. 14645.4 1 5V-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 Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 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 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" O.C. FL14645 R3 AE EvaluationReportC2182 4 odf 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 FL14645 R3 II EvaivationReportC2182 5.pdf 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/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports 5R3 AE S.pdf FL14645 L146 and 120 psf at fastener spacing of 6" o.c. by Independent Party: dp ng seam 14645.E Aluminum Vertical Seam panel over min.' 15/32" thick k plywood deck ore, aluminum 7/16" of 7/16"" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluatlonReoortC2182 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 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:llwww.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 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 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 136" o.c., 100.2 psf at dip spacing of 12" o.c. and 162.0 p'sf at clip spacing of 12" o.c. with support strap. 14645.8 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/-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. Installation Instructions F1,14645 R3 II EvaluationReportC2182 TO 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 Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. installation Instructions FL14645 R3 II EvaluationReoortC2182 8.122f Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 8.Ddf Created by Independent Third Party: Yes 14645.9 Classic Rib ,in. 26 ga., 36" wide through fastened roof panel over min. I 19/32" 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/-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 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/-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 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. 14645.13 I PBR-Panel or R-Panel Installation Instructions FL14645 R3 II EvaluationRenortC2182 9.ndf 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 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 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 10 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. 15/32" thick plywood deck. Installation Instructions F1.14645 R3 II EvaluationReDortC2182 11 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 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 12 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 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 F 14645 R3 II EvaluationReDOrtC2I82 13.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReaortC2182 13.12df Created by Independent Third Party: Yes d roof panel over min. 14645.14 Pro -Panel II Min. 29 ga., 36" wide through fastene 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 spacing and 71.5 osf at fastener spacing of 12" D.C. Installation Instructions FL14645 R3 )I EvaluationReDortC2182 14.0df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports of 24" D.C. FL14645 R3 AE EvaluationReDortC2182 14 odf Created by Independent Third Party: Yes Barb fdext Contact :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/FL-0 employer. r "vrl ht 2007-2013 State of Florida :: Privacy Statement :: AttPssJollity Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e•ma0 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 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 iChapter 455, F.S., please dick here . Pro ct I�. du ®® Approval® E9 Credit Card Safe security?'mclots https://www.floridabuilding.org/pr/pi 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 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 #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) `aaa1e„111111 Installation Details (1 Page) e�,+`� 50CKAC/Nio Load Span Table (1 Page) �.c, E N g�•�'q,� No 62240 p ems; � •�— � -0 ^ • -O �• STATE OF W Report No. C2182-4 O ,� ' P ; ' Zee 0 Date: 9.9.17 �'•,P�`S • 0 Fl • • C�N,` O1 -:l.q, 2o(-7 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. 7/16" thick OSB or min. 15/32" thick plywood or min. 1/4" 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: head wood screws with sealed washer. Fastener Type: 49-16 or #10-14 hex 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 5V-CRIMP PANEL r -SEE DETAIL 2 /--/,,rSEE DETAIL 1 � w #9-16 OR F10-14 WOODSCREWS WITH 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 0 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 5V-CRIMP MIN 26 GA. UNDERLAYMENT --J \— OSB 7/16" THICK (MIN.) OR DETAIL 1 PLYWOOD 15/32 THICK (MIN.) #9-16 OR V10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. PANEL FASTENER PER UPLIFT LOAD TABLE 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 = 0.019"). EFFECTIVE COVERING WIDTH OF PANEL = 24'. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS 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 ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. a a CL n. Poo kcn UNDERLAYMENT \-OSB 7/16" THICK (MIN.) OR DETAIL 2 PLYWOOD 15/32" THICK (MIN.)�� 1 OF METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (ps fl Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 120.0 _ 72.0 9 15 _ 18 21 24 - 60.0 51.4 _ _ 45.0 -- - -- 27 -- 40.0 - 36_0 _- 32.7 30.0 -- 30 — 33 — 36 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 ,eeee°p, 4O C` S KA4 B0°oo •''�C�E•N • N�'' ®000 e � No 62240 m -0 • � d STATE OF :'0 v0 • = w awl OR `l C:i.g.2G�� Bala Sockalingam, Ph.D., P.E. FL 62240