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Home My WebLink AboutProduct Approval Metal RoofFlorida Building Code Online Page 1 of 4 rR{)( a Deepafrn enia KIS Home i LogIn ;User Registration HotTop a Submit Surcharge Stats ikFacts Business(' Professional Product Approval USER Public User 90 Regulation Produ or Aooliptian Search > Aoolication Us[> Appiiotion pdaii ProduR Aaoroval Menu > FL # FL14645-R2 Application Type Revision Code Version 2014 Application Status Approved publications ? FBC Staff i BC[S Site Map 1: Unks ; Search E C Euit7D NOV 2 ? 2017 PERMIT-TiNIG St. Lucie County, FL Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812) 218-7342 dstermer@metaisales.us.com Authorized Signature David Stermer dstermer@metaisales.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 Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 validated By Yoosef Levi, P.E. :rj Validation Checklist - Hardcopy Received Certificate of Independence FL14645 R2 COI Certificatpladeaendence.odf Referenced Standard and Year (of Standard) Standard Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect �e FL14645 R2 EouiV TestEauivalentC2010 UL.od Sections from the Code http://www.flondabuilding.org/pr/pr app_dtl.aspx?param=wGEvxQwtDgsw8ZVNfe8A7... 4/25/2016 Florida Building Code Qnline Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 03/31/2015 04/14/2015 04/18/2015 05/23/2015 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 R2 II EvaluationReportC2010 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 R2 AE EvaluationReportC2010 i.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. 19132" thick plywood deck with fasteners through panel fiat. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 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" FL14645 R2 AE Eva] uationReportC2010 2.pdf 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 15V-Crimp 119/326 ga., 24P wide through fastened roof panel over min. hick plywood deck with fasteners through panel rib. I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 3xdf 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 R2 AE EvaluationReportC2010 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. 14645.4 SV-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 R2 II EvaluationReportC2010 4.pdf Approved for use outside HVHZ: Yes Verified By: Baia Sockalingam PE 62240 Impact Resistant: NIA 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 R2 AE Eva, uationReoortC2010 4 odf and 172.5. psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.8 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 R2 II FvaluatlonReportC2010 5.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/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. FL14645 R2 AE EvaluationReportC2010 5.pdf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.E I Aluminum Vertical Seam I pane o e3 mini 15/32"h thick plywood de k orck, 16" wide, aluminum i7/16' thickng seam OSB.of Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL14645 R2 II EvaluationReportC2010 6.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016 Florida Building Code Online Page 3 of 4 Design Pressure: +N/A/-97.05 Other: Uplift load of 41.55 psf at clip spacing of 36" ox., 71.0 psf at clip spacing of 12" o.c. and 97.05 psf at dip spacing of 12" o.c. with sidelap adhesive. Evaluation Reports FL14645 R2 AE EvaluationReportC2010 6.pdf Created by Independent Third Party: Yes 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 41.55 psf at clip spacing of 36" o.c., 100.2 psf at dip spacing of 12" o.c. and 162.0 psf at clip spacing of 12" o.c. with support strap. Installation Instructions FL14645 R2 11 EvaluationReportC2010 7.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE FvaluationReportC2010 7.pdf Created by Independent Third Party: Yes 14645.8 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 R2 II EvaluationReportC2010 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/-133.9 Evaluation Reports Other: Uplift load of 74.8. psf at fastener spacing of 36" FL14645 R2 AE Eva luationRep_ortC2010 8.pdf o.c., 92.3 psf at fastener spacing of ZV o.c. and 133.9 psf Created by Independent Third Party: Yes at fastener spacing of 18" o.c. 14645.9 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 FL14645 R2 II EvaluationReportC2010 9.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 R2 AE Eva IuationReoortC2010 9.pdf and 135 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.10 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 R2 II EvaluationReportC2010 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/-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. FL14645 R2 AE EvaluationReportC2010 10.pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.11 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min. 15132" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 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/-86.55 Evaluation Reports Other: Uplift load of 20.75 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 11.pdf o.c., 63.50 psf at fastener spacing of 6" o.c. and 86.55 psf Created by Independent Third Party: Yes at fastener spacing of 6" o.c. with sidelap adhesive. 14645.12 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 R2 II EvaluationReportC2010 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/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 R2 AE EvaluationReportC2010 12.pdf and 131.0 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.13 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 R2 I1 EvaluationReportC2010 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/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. FL14645 R2 AE EvaluationReportC2010 13.pdf and 71.5 psF at fastener spacing of 12" o.c. Created by Independent Third Party: Yes http://www.floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016 Florida Building Code Online Page 4 of 4 Back Nod Comet Us -.t. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrtoht 2007-2013 State of Florida.:: Privacy StatemeRefund 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, 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 4SS, F.S., please dick bML. Product Approval Accepts: du f0MH® CrediE Vj� http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 126 GA. IMAGE 1I PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL j FL 14645.11-R2 ROOFING f METAL ROOFING A s Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephoner (502) 8554,300 Fax: (502) 8554290 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: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation: Details (1 Page) ,+o`j9Sn me j��14 0 se SF NO 62240 ••�� pSTAIE OF ♦>O�% i N LE o++ poles% ` 3 .'3Q .201 Report No. C2010-11 Date: 3.27.15 FL 14645.11 R2 C2010-11 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Image 11 Panel Description: Max. 16" wide coverage with 1" 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 for new and existing constructions. Designed and installed as per FBC 2014. 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 New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Allowable Uplift Load: 20.75 psf @ fastener spacing of 24" o.c (Factor of Safety = 2) 63.50 psf @ fastener spacing of 6" ox 86.55 psf @ fastener spacing of 6" o.c with 3/8" bead adhesive in panel sidelap Fastener Pattern: 410 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/4". Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive Test Standards: Roof assembly tested in accordance with LL580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 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 2014 Section 1505 and current FL 14645.11: R2 C2010-11 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580AMI 897 Test Reports Farabaugh Engineering and Testing Inc Project No. T176-11, Reporting Date 4/26/11 Project No. T26041, Reporting Date 8/15/11 ROOF PANEL ROOF PANEL EXISTING SHINGLES NEW UNDERLAYMENT - SEE DETAIL 1 (OPTIONAL) (REQUIRED ONLY FOR n \ NEW CONSTRUCTION) MAX. 16" J� I `MINIMUM ATTACHMENT: EXISTING UNDERLAYMENT II /�\YI Bd x 2.5" LONG RING SHANK NAIL (OPTIONAL) OR #8 x 2' LONG WOOD SCREWS MIN. 2X_ WOOD RAFTER/JOIST/ SPACED ® 6' O.C. IN THE FIELD & TRUSS AT MAX. 24" D.C. AT EDGES FASTENING PATTERN 1 EXISTING SHINGLES NEW UNDERLAYMENT SEE DETAIL 2 (OPTIONAL)(REQUIRED ONLY FOR ADHESIVE THE \� \ NEW CONSTRUCTION) PANEL SIDELAP n 1 PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. OS8 7/16' THICK (MIN.) OR PLYWOOD 15/32 THICK (MIN.) kMIN. EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: PLYWOOD615/32K HICK)(M N.(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL 2X_ WOOD RAFTER/JOIST/ OR #8 x 2' LONG WOOD SCREWS TRUSS AT MAX. 24' O.C. SPACED m 6' O.C. IN THE FIELD & AT EDGES FASTENING PATTERN 2 TYPICAL PANEL INSTALLATION X-SECTION NEW UNDERLAYMENT- (REQUIRED ONLY FOR NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) DETAIL 1 EXISTING UNDERLAYMENT — (OPTIONAL) NEW UNDERLAYMENT (REQUIRED ONLY FOR NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) DETAIL 2 EXISTING UNDERLAYMENT (OPTIONAL) #10 PANCAKE SCREW ® MAX. 24' O.C. MIN 26 GA. OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32 THICK (MIN.) SIDELAP ADHESIVE NOM. 3/8" BEAD #10 PANCAKE SCREW ® MAX. 6' O.C. PANEL SIDELAP ADHESIVE MIN 26 GA. LOCATION OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE FASTENING PATTERN FASTENER SPACING (IN) ADHESIVE BEAD SIZE s PRESSURE (PSF) 1 24 NONE 20.75 1 6 NONE 63.50 2 6 3/8" 86.55 • SIDEIAP ADHESME IN THE PANEL SIDBLAP GENERAL NOTES: 1. ARCHDECTURAL ROOF PANEL HAS BEEN DESIGNED N ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE .MIN. 26 CA (t - 0.018'. MAX. EFFECTIVE COVERING WIDTH OF .PANEL = 1B'. 3, THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REgUIRED DESIGN IVNO LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANE. SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WRH 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/d01STS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. OF N