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Home My WebLink AboutREVISION PRODUCT APPROVAL 9-12-18F10 I - da Building Code Online r _ Page 1 of 4 BCIS Home Log In User Registration j Hot Topics j Submit Surcharge Statr &Facts i Publications Contact Us BCIS Site Map Links Search Product Approval 1 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail ? FL -A Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL14645-R3 Revision A 2017 Sly�® Approved 1, 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 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN REVIEWED BY DATE -111-Life, PLANS AND PERMITI MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metaisales.us.com David Stermer dstermer@ metalsales. us. cam THESE PLANS ARID ALL PROPOSED WOM ARE SUBJECT TO ANY COOPIrIC'i IONS" RCOUiRED SY MLW IPIPc",CTOri$ TnIAT UY aE NECESI AW IN ORDER TO il' '° MaX; Myy"li�h�i�it��la' Roofing ARE THE RESPONSI810 OF THE Metal Roofing CONTRACTOR OF RECORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0( Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. W: Validation Checklist - Hardcopy Received FL14645 R3 COI CertificateIndependence.pdf Referenced Standard and Year (of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By ons-fromthe Code �'� 1 ° � fg {.• �0 ®rr 'f Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/1412017 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 panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R3 IIEvaluationReportC2182_ l.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/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationReportC2182 1.pdf and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third 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.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 Evaluation Reports Other: Uplift load of 84.5.psf at fastener spacing of 24' o.c., FL14645 R3 AE EvaluationReportC2182 2. pdf 131.3 psf at fastener spacing of 18" o.c, and 149.6 psf at' Created by Independent Third Party: Yes 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 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 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c., FL14645 R3 AE EvaluationReportC2182_3.pdf 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at Created by Independent Third Party: Yes fastener spacing of 8" o.c. 4645.4 a .? SV-Crimp u , ==. .f ..- __ Pfi26 ga., 24 wide through fastened roaf panei aver min: i5f32' th'7ck Plywood dec or 7JiS" thick OSB'rith fas ene through.;pane�itr Limits of Use Installation Instructions Approved for use in HVHZ: No FL1464f _R3_II EvaluationRgportC2182 4.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/-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 Classic Rib rrr� 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 S.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/-120 Evaluation Reports' Other: Uplift load of 30 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationReportC2182_S.pdf 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_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" ox., 71.0 FL14645 R3 AE EvaluationReportC2182 6.pdf psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing of Created by Independent Third Party: Yes 12" o.c. with sidelap adhesive. 14645.7 i Aluminum Vertical Seam r /www.floi idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDDgsw8ZVNfe8A7e... 9/6/2018 Building Code Online Page 3 of 4 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 spacing of 36" o.c., FL14645 R3 AE EvaluationReportC2182 7.odf 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 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 IT EvaluationReportC2182 8.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/-91 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c. FL14645 R3 AE EvaluationReportC2182 8.pdf and 91 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.9 Classic Rib 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: No FL14645 R3 II EvaluationReportC2182_g.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/-133.9 Evaluation Reports Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c., FL14645 R3 AE EvaluationReportC2182 9.pdf 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at Created by Independent Third Party: Yes fastener spacing of 18" o.c. 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OS deck Limits of Use 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.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 Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 k1.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/-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReportC2182 11.pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.12 Image II Min. 26 ga., 16" wide concealed 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 12.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/-86.55 Evaluation Reports Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., FL14645 R3 AE EvaluationReportC2182 12.pdf 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at Created bydndependent Third Party: Yes 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 EvaluationReoortC2182 13.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/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 R3 AE Evaluation ReportC2182 13.pdf 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. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645_R3_II_EvaluationReportC2182_14.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes '/www.floridabuil ding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8Z VNfe8A7e... 9/6/2018 Fl °rida Building Code Online Page 4 of 4 Design Pressure: +N/A/-71.5 I Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" D.C. FL14645 R3 AE EvaluationReportC2182 14.odf i and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes Back Next i I contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 I The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida lave, email addresses are public 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 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 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approva l Accepts: '1fL' El FqA sCIK:I 0 Credit Card Safe I I I i i I I I I I h '-//www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7e... 9/5/2018 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) ezjaeeirsa Installation Details (1 Page) ,�%e®®�50CKA jNa��®� Load Span Table (I Page) ,ob �,�;.• .G E°N S •-1 No 62240 �• ; w Report No. C2182-4 �'. STATE Of - Date: 9.9.17 °,��` e� O R 1 P° ��m, o� e FL 14645.4-R3 Manufacturer: Product Name: Panel Description Materials: ; C2182-4 9.9.17 Page 2 of 3 Metal Sales Manufacturing Corporation 5V-Crimp 24" wide coverage with (5) 1/2" high ribs Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (AST1bI A755).. Deck Description: Min. 7/16" thick ®SB or min. 15/32" thick plywood or min. 3/" 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 98 x 2" long wood screws a 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: 49-16 or 910-14 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 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 directory or ASTM E108AJL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 PANEL OVERLAP 5V-CRIMP SEE DETAIL 2 / /-SEE DETAIL 1 FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. / u PANEL FASTENER PER UPLIFT MINIMUM ATTACHMENT: LOAD TABLE x 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 5" 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. UNDERLAYMENT DETAIL 1 #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. o TYPICAL PANEL INSTALLATION X—SECTION 0 Z Na K �Np Np0 }�}M D NYC pLa MJ� j N !n 5V-CRIMP MIN 26 GA._ 53 0 Np Ln +L GENERAL NOTES: w d a 7 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE \—OSB = 1 FLORIDA BUILDING CODE (FBC). THICK 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING i$ a 7/16' (MIN.) OR PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24'. U a 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. !t 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 5V-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. ,4 UNDERLAYMENT —1 OSB 7THICK (MIN.) OR DETAIL 2 PLYWOOD OD 15/32 THICK (MIN.) 1 OF 1 METAL SALES MANUFACTURING CORPORATION - 5V-Crhnp Uplift Loads (Mn. 26 ga.) Description Fastener Spacing Allowable Uplift along panel length Load (in) (Psfl Coverage width: 24" _ 6 172.5 - 9 - � 120.0 12 90.0 _ 15 Panel Fasteners 72.0 #9-16 or #10-14 hex head �_- --1 g -T - -� 60.0 wood screws with sealed 21._. 51.4 washer 45.0 -__— _._ 24 27 40.0 30 36.0 33 32.7 36 _ .— 30.0 otes: 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. 216 N Lansing Ave., Suite C ulsa, Ok 74106 18 4922 5992 j%%jil'aara G E Al No 62240 .Pei 4 # u a > •°7 j �O Q'• STATE OF ,o•44, $fl _ Bala Sockalingam, Ph.D., P.E. FL 62240