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Home My WebLink AboutProduct Approval Metal RoofingFile Copy Business eProfessionalRegulation.r ■ BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff I BCIS Site Map I Links Search Florid r'� Product Approval or � � USER: Public User EP.:ra'.vt�.utm Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11560-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812) 218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@meta]sales.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 7 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 Lavi, P.E. ID Validation Checklist - Hardcopy Received Certificate of Independence FL11560 R2 COI CertificateIndeoendence.odf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 1897 UL 580 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2003 1998 2004 2006 1994 Florida Licensed Professional Engineer or Architect FL11560 R2 Eauiv TestEouivalentC2009 2 3 12.odf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/31/2015 04/07/2015 04/12/2015 06/22/2015 FL # Model, Number or Name Description 11560.1 Aluminum 5V-Crimp 24" wide, nom 0.032" thick (min.) aluminum 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 FL11560 R2 II Evaluation ReportC2009 I.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/-161.5 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. FL11560 R2 AE EvaluationReportC2009 I.Ddf and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 11560.2 Aluminum Image II 16" wide, nom 0.032" thick (min.) aluminum concealed fastener 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 FL11560 R2 II Eva] uationReportC2009 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/-107.35 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c. FL11560 R2 AE EvaluationReportC2009 2.pdf and 107.35 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 11560.3 Aluminum Image II 16" wide, nom 0.032" thick (min.) aluminum concealed fastener roof panel over min 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II Eva IuationReportC2009 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/-195.0 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" FL11560 R2 AE EvaluationReportC2009 3.pdf o.c., 104.7 psf at fastener spacing of 6" o.c. and 195.0 psf at Created by Independent Third Party: Yes fastener spacing of 6" o.c. with support strap. 11560.4 Image II Min. 26 ga., max. 16" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II Eva luationReportC2009 4.ndf 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/-84.25 Evaluation Reports Other: Uplift load of 84.25 psf at fastener spacing of 24" FL11560 R2 AE EvaluatlonReoortC2009 4.odf O.C. Created by Independent Third Party: Yes 11560.5 Image II Min. 26 ga., max. 16" wide standing seam roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II Eva IuationReportC2009 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/-139.1 Evaluation Reports Other: Uplift load of 84.25 psf @ fastener spacing of 24", FL11560 R2 AE EvaluationReportC2009 5.12df 102.7 psf @ fastener spacing of 6" and 139.1 psf @ fastener Created by Independent Third Party: Yes spacing of 6" with 3/8" bead adhesive in sidelap 11560.6 I Magna-Loc I Min. 24 ga., 16" wide standing seam roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 6.Ddf 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/-166.0 Evaluation Reports Other: Uplift load of 95.2 psf @ MC clip spacing of 30" o.c., FL11560 R2 AE Eva luationReoortC2009 6.1)df Created by Independent Third Party: Yes 101.0 psf @ MC clip spacing of 15" o.c., 123.5 psf @ MC clip spacing of 8" o.c. and 166 psf @ MPW clip spacing of 12" o.c. 111560.7 1 Magna-LOC Limits of Use Approved for use in HVHZ: No Approved for -use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: Uplift load of 59.7 psf @ MC clip spacing of 36" o.c. and 168.5 psf @ MPW clip spacing of 12" o.c. 11560.8 1 Stile Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-102.7 Other: Uplift load of 85.8 psf at fastener spacing of 24" D.C. and 102.7 psf at fastener spacing of 12" o.c. 11560.9 1 Stile Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.6 Other: Uplift load of 50.4 psf at fastener spacing of 36" o.c., 106.8 psf at fastener spacing of 24" o4 and 149.6 psf at fastener spacing of 12" o.c. 11560.10 1 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/-114.25 Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., 73.0 psf at clip spacing of 24" o.c. and 114.25 psf at clip spacing of 8" o.c. 11560.11 1 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/-105 Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., 82.5 psf at clip spacing of 12" o.c. and 105.0 psf at clip spacing of 12" o.c. with sidelap adhesive. 11560.12 1 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/-81.3 Other: Uplift load of 30.0 psf at clip spacing of 48" o.c. and 81.3 psf at clip spacing of 6" o.c. Min. 24 ga., 16" wide standing seam roof panel over steel deck Installation Instructions FL11560 R2 II EvaluationReportC2009 7.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R2 AE Evaluation ReportC2009 7.odf Created by Independent Third Party: Yes Min. 26 ga., 39.4" wide through fastened roof panel over min. 15/32" thick plywood deck Installation Instructions FL11560 R2 II Eva luationRepo rtC2009 8.Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R2 'AE Eva IUationReDOrtC2009 8.Ddf Created by Independent Third Party: Yes Min. 26 ga., 39.4" wide through fastened roof panel over min. 19/32" thick plywood deck Installation Instructions FL11560 R2 II EvaluationReportC2009 9.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R2 AE EvaluationReDortC2009 9.Ddf Created by Independent Third Party: Yes Min 24 ga., max. 16" wide standing seam roof panel over min. 15/32" thick plywood deck Installation Instructions FL11560 R2 II Evaluation ReoortC2009 10.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R2 AE EvaluationReDortC2009 10.Ddf Created by Independent Third Party: Yes Min 24 ga., max. 18" wide standing seam roof panel over min. 15/32" thick plywood deck Installation Instructions FL11560 R2 II EvaluationReoortC2009 11.Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R2 AE EvaluationReDOrtC2009 11.Ddf Created by Independent Third Party: Yes Min. 26 ga., 16" wide standing seam roof panel over min. 15/32" thick plywood deck Installation Instructions FL11560 R2 II EvaluationReoortC2009 12.Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R2 AE EvaluationReDOrtC2009 12.1df Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 126 GA. IMAGE II PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 11560.5-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3m 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: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C2009-5 Date: 3.27.15 �01%111uu0#1i No 62240 "fl W :� STATE OF : W� Manufacturer: Product Name: Panel Description: Materials: Deck Description: Deck Attachment: (Minimum) Underlayment: Slope: FL 11560.5-R2 C2009-5 3.27.15 Page 2 of 3 Metal Sales Manufacturing Corporation Image 11 Max. 16" wide coverage with V high ribs Min. 26 ,ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Min. 19/32" plywood for new and existing constructions. Designed and installed as per FBC 2014. 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. in the plywood field and edges Minimum underlayment as per FBC 2014 Section 1507.4.5.1 2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c. (Factor of Safety =•2) 102.7 psf @ fastener spacing of 6" o.c. 139.1 psf @ fastener spacing of 6" o.c. with 3/8" bead adhesive in panel sidelap I Fastener Pattern: At panel seam #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing 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. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. "Refer . to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. FL 11560.5-R2 C2009-5 127.15 Page 3 of 3 Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T241-07, Reporting Date 7/23/07 Hurricane Test Laboratory, LLC HTL Report #: 0103-0714-09, Reporting Date 9/1/09 a SEE DETAIL 1 MAX, 16" I PANEL FASTENER ROOF PANEL r SPACING PER ALLOWABLE / PRESSURE TABLE. PLYWOOD UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION O x 2.5" LONG RING SHANK NAIL 19/32" THICK (MIN.) ` GUIDELINES OR #8 x 2" LONG WOOD SCREWS MIN. 2X_ WOOD RAFTER/JOIST/ SPACED ® 6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES FASTENING PATTERN 1 SEE DETAIL 2 -� ROOF PANEL--� GUIDELINES — V. A MIN. 2X- WOOD RAFTER/JOIST/ SPACED @ 6" D.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES . FASTENING PATTERN 2 TYPICAL PANEL INSTALLATION X-SECTION MIN 26 GA. PANEL — Al I nWARI F I IPI IFT PPFCSI IP17 P X 1" LONG PANCAKE SCREWS .DETAIL AT MAX. 6' D.C. y UNDERLAYMENT :f WPLYWOOD 19/32" THICK (MIN.) SIDELAP ADHESIVE NOM. NOM. 3/8" BEAD MIN 26 GA. PANEL #10-12 X i" LONG PANCAKE SCREWS SIDELAP ADHESIVE DETAIL 2 AT MAX. 6" O.C.' LOCATION t_ UNDERLAYMENT — PLYWOOD 19/32" THICK (MIN.) PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE, FASTENING' PATTERN FASTENER SPACING (IN) ADHESIVE BEAD SIZE " PRESSURE (PSF) 1 24 NONE 84.25 1 6 NONE 102.7 2 6 3/8' 139.1 • SIDELAP ADHESIVE IN THE PANEL SIDElAP GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE WjBC). 2. ROOF PANELS SHALL BE MIN. 26 GA (t = 0.0167'. MAX. EFFECTIVE COVERING WIDTH OF PANEL - 16". J. 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 ALLOWABLE WIND LOADS 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. 1 OF 1 1p 41 File Copy,