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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFFlorida., Building Code Orlin = ZIBY St Lude COMAY ProfessionalBusiness & e BCIS Home ; Log In I User Registration Hot Topla ; .Submit Surcharge Slats &Facts Or* Product Approval USER: Public User Page 1 of 4 . III h g� /a6bruam nePRU-01 Buel coxU¢toaPR Product Approval MPnu > Plgduct or Application Search > Aoollcation List > Application Detail FL # FL11560-113 Application Type Revision Code Version 2017 RECEIVED Application Status Approved Comments FEB 13 2018 Archlved ST. Lucie County, Permitting Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email' 3rd Street, Suite 200 THESE PLANS AND ALL PROPOS IMY 40202 ARE SUBJECT TO ANY CORRECTWP855-4300 REQUIRED BY FIELD INBPECTOFMfPHf r@metaisales.us.com MAY BE NECESSARY IN ORDER TO Authorized SignatLwOMPLY WITH ALL APPLICABLEAPAIRarmer f yea _ a 3 dstermer@metalsales.l�;;6omC COLT?tTTY BU-II.. tY n:zTISI�JiY Technical Representative 1 E-VIUEWE]D FOR = LIANCE Address/Phone/Email ]I;EYIF 4S+ BY t I�A�rE. 4 , 1` PLANS, ANM PEEL' UT nIUST BE KEPT ON JOB Quality Assurance Representative �n NO 7r;�;S��ECTIO?1 WILL BE bIADE. Address/PIONCIALIED FASTENERS OR ATTACHMENTS Category ARE THE RESPONSIBILITY OF THERoofing Subcategory CONTRACTOR OF RECORD Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 12/27/2026 Validated By Yoosef Lavi, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FL11560 R3 COI CertificateIndeoendence.odf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2003 2012 2006 File Copy https:llwww.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZl... 1/24/2018 Florida Building Code Onlir 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 11560.1 Aluminum 5V-Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161.5 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and 161.5 psf at fastener spacing of 6" o.c. Page 2 of 4 Description 24" wide, nom 0.032" thick aluminum through fastened roof panel over min 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Installation Instructions FL11560 R3 II EvaluationRenortC2181 1 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R3 AE Eva luationReportC2181 l.pdf Created by Independent Third Party: Yes 11560.2 Aluminum Image II 16" wide, nom 0.032" thick 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 R3 II EvaluationReportC2181 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/-107.4 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" o.c. FL11560 R3 AE EvaluationReDortC2181 2 pdf and 107.4 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 11560.3 Aluminum Image 1I 16" wide, nom 0.032" thick fastener roof panel over min 19/32" thick plywood deck Limits of Use: Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReportC2181 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/-195.0 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" FL11560 R3 AE EvaluationReaortC2181 3.vdf o.c., 104.7 psf at fastener spacing of 6" o.c—and 195.0 psf Created by Independent Third Party: Yes at fastener spacing of 6" o.c. with support strap. 11560:4' c Image II w 2 Min: 6 ga., max. 16" wide standing.seam roof panei..ove�i .min._15/32";thick.piywood deck: Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II Eva luationReoortC2181 4.1)df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-84.25 Created by Independent Third Party: Yes Evaluation Reports' Other: Uplift load of 84.25 psf at fastener spacing of 24" FL11560 R3 AE EvaluationReoortC2181 4.pdf 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL11560 R3 II EvaluationReportC2181 5 odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-139.1 Created by Independent Third Party: Yes Evaluation Reports. Other: Uplift load of 84.3 psf @ fastener spacing of 244", 102.7 psf @ fastener spacing of 6" and 139.1 psf @ fastener FL11560 R3 AE EvaluationReoortC2181 5 odf Created by Independent Third Party: Yes spacing of 6" with 3/8" bead adhesive in sidelap 11560.6 Magna-Loc Min. 24 ga., 16" wide standing seam roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II Eva luationReportC2181 6.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-166.0 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 95.2 psf @ MC clip spacing of 30" o.c., 101.0 psf @ MC clip spacing of 15" o.c., 123.5 psf @ MC clip FL11560 R3 AE Eva] uationReoortC2181 6.Ddf Created by Independent Third Party: Yes spacing of 8" o.c. and 166 psf @ MPW clip spacing of 12" O.C. htlps:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)qudhLg8eDpZ1... 1/24/2018 Florida Building Code Onlin= Page 3 of 4 11560.7 1Magna-Loc Min. 24 ga., 16" wide standing seam roof panel over steel deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II Eva IuationReportC2181 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/-168.5 Evaluation Reports 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. FL11560 R3 AE Eva IuationReoortC2181 7.odf Created by Independent Third Party: Yes 11560.8 Stile Min. 26 ga., 39.4" wide through fastened roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReportC2181 8.pdf Approved for use outside HVHZ: Yes Verified By: Baia Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-102.7 Evaluation Reports Other: Uplift load of 85.8 psf at fastener spacing of 24" o.c. FL11560 R3 AE EvaluationReportC2181 S.odf and 102.7 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 11560.9 I Stile I min. 19/32" thick p wide through fastened roof panel over deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 113' )I Eva luationReoortC2181 9.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 Evaluation Reports Other: Uplift load of 50.4 psf at fastener spacing of 36" FL11560 R3 AE EvalvitionRenortC2181 9.odf o.c., 106.8 psf at fastener spacing of 24" o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12" o.c. 11560.10 Vertical Seam Min 24 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 R3 II EvaluationReportC2181 10.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/-114.3 Evaluation Reports Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., FL11560 R3 AE EvaluationReportC2181 10.odF 73.0 psf at clip spacing of 24" o.c. and 114.3 psf at clip Created by Independent Third Party: Yes spacing of 8" o.c. 11560.11 Vertical Seam Min 24 ga., max. 18" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReportC2181 11.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/-105 Evaluation Reports Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., FL11560 R3 AE EvaluationReportC2181 11.ndf 82.5 psf at clip spacing of 12" o.c. and 105.0 psf at clip Created by Independent Third Party: Yes spacing of 12" o.c, with sldelap adhesive. 11560.12 Vertical Seam Min. 26 ga., 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 R3 II EvaluationReportC2181 12.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/-81.3 Evaluation Reports Other: Uplift load of 30.0 psf at clip spacing of 48" o.c. and FL11560 R3 AE EvaluatlonReportC2181 12.odf 81.3 psf at clip spacing of 6" o.c. Created by Independent Third Party: Yes 11560.13 Vertical Seam Min 24 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 R3 II Eva] uationReoortC2181 13.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other: Uplift load of 22.5 psf at clip spacing of 48" o.c. and FL11560 R3 AE EvaluationReportC2181 13.pdf Created by Independent Third Party: Yes 93.5 psf at clip spacing of 12" o.c. 11560.14 I Vertical Seam I Min 24 ga., max. 18" wide standing seam roof panel over min. 15/32 thick plywood deck Limits of Use Approved for use in HVHZ: No I FL 1560' R3 s IIEvatru at onReportC2181 14.pdf https://Www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqudhLg8CDDZl... 1 /24/2018 Florida Building Code Onln)° Page 4 of 4 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-114.25 Other: Uplift load of 22.5 psf at clip spacing of 48" o.c. and 86.0 psf at clip spacing of 12" o.c. Verified By: Bala Sockalingam P.E. 62240 Created by Independent Third Party: Yes Evaluation Reports FL11560 R3 AE Evaluat9onReportC2181 14.0f 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. Copyright 2007-2013 State of Florida, ::'Privacy Statement:: Accessibility Statement :: Refund 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 tothis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45S.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 emall 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 Approval Accepts: [low ® eCtad, Credit Card Safe https://www.floridabuilding.org/`D 1/24/2018 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. IMAGE H PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 11560.4-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) 855-4200 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. C2181-4 Date: 9.8.2017 ' e®►►aaa€nsce� 9tvve SOCKAkI, ep b ••� P No 62240 N C as • • (— N ®p ' STATE OF IV A ao� FL 11560.4-R3 C2181-4 9.8.2017 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 A.792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick plywood or min. %" thick wood plank (min SG of 0.42) for new and existing constructions. Designed 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 field and @ 4" o.c. at edges. Designed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. 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: 84.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of 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 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. 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 E108/UL790 report from an accredited laboratory for fire ratings of this product. NEW UNOERLAYMENT SEE DETAIL 1 �EXISTING SHINGLES MAX. 16" ROOF PANEL � (OPTIONAL) n \ li u / EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: (OPTIONAL) 88 x 2.5" LONG RING SHANK NAIL MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED ® 6" D.C. IN THE FIELD MIN 26 GA. NEW UNDERLAYMENT EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) DETAIL 1 & ® 4" O.C. AT PLYWOOD EDGES TYPICAL PANEL INSTALLATION X-SECTION #10 PANCAKE SCREWS PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. 15/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE SPACING (PSF) (IN) 24 84.25 GENERAL NOTES: PLYWOOD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 15/32- THICK (MIN.) FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS ARE SHALL BE MIN. 26 GA. MAX. EFFECTIVE COVERING WIDTH OF PANEL - 16". 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 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/TRUSSESMUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. U N ? 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