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Home My WebLink AboutProduct Approval (2) : Florida Building Code Online' Ffle ' " a e 1 of 3 Business rProfessionalRe ulation BCIS Home I Log In J User Registration i Hot Topic Submit Surcharge I stats&Facts. Publications FBC Staff.I BCIS Site Map Links i Search Product Approval USER:Public User Product gonroval Men >Praduct or AoollCatlon Search>APpJlcation List>Application Detail FL# FL14645-R2 Application Type Revlslon 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@meta lsa les.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 the Bala Sockalingam 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. ' L Validation Checklist-Hardcopy Received Certificate of Independence FL14645 R2 COI CertificateIndeoendence pcif Referenced Standard and Year(of Standard) Standard year ' FM 4470 .1992 .' TAS125 - 2003 UL1897 1998 UL 1897 ' - 2004 - UL`580 1994 UL 580 20D6 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Eauiv TestE uivalentC2010 UL odf Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfeSA7... 1/23/2017 Florida Building Code.Onlinp = Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 " Date Validated 04/14/2015 Date Pending FBC Approval \ 04/18/2015 - Date Approved 06/23/2015 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 R2 II EvaluationReoortC2010 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.and 86.0 FL14645 R2 AE EvaluationReoortC2010 1 odf f at fastenerspacing of 12"o.c. Created by Inde endent Third Party:Yes 14645.2 SV-Crimp Min,26 ga.,24 wide through fastened roof panel over min.19/32"thick pi wood deck with fasteners through panel flat. Llmits'of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 11 EvaluationReoortC2010 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/-149.6 Evaluation Reports Other:Uplift,load of 84.5 psf at fastener spacing of 24'o.c.,131.3 psf FL14645 R2 AE EvaluationReoortC2010 2 odf at fastener spacing of 18"o.c.and 149.6 psf at fastener spacing'of 12" Created by Independent Third Party:Yes O.C. 14645.3 SV-Crimp Min.26 ga.,24"wide through fastened roof panel over min.19/32"thick 1pTywood deck with fasteners through panel rib. Limits of Use Installation instructions Approved for use In HVHZ:No FL14645 R2 II EvaluationReDOrtC2010 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'o.c.,74.8 psf at FL14645 R2 AE EvaluationReoortC2010 3 odf fastenerspacing of 16"o.c.and 196.75 psfat fastenerspacing of 8"o.c. Created by Independent Third Party:Yes 14645.4 SV-Crimp Min.26 ga.;24'wide through fastened roof panel over min.15/32"thick I ood 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 EvaluationReoortC2010 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.and 172.5 FL1464S R2 AE EvaluationReoortC2010 4 odf f at fastenerspacing 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 11ristallation Instructions Approved for use in HVHZ:No FL14645 R2 11 EvaluationReoortC2010 5 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,and 120 psf FL14645 R2 AE EvaluationRenortC2010 S.odf at fastener spacing of 6".o.c. I 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. LPressure: Use Installation Instructions d for use In HVHZ:No FL14645 R2 II EvaluationReoortC2010 6 odf d for use outside HVHZ:Yes Verified By:,Bala Sockalingam PE'62240 - Resistant:N/A Created by Independent Third Party:Yes ressure:+N/A/-97.05 Evaluation Reports plift load of 41.55 psf at clip spacing of 36"o.c.,71.0 psf at clip FL14645 R2 AE EvaluationReoortC2010 6 odf f 12"o.c..and 97.05 psf at clip spacing of 12"o.c.with sidelap 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 Installation Instructions Approved for use In HVHZ:No FL14645 R2 II EvaluationReoortC2010 7 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/-162.0 Evaluation Reports Other:Uplift load of 41.55 psf at clip spacing of 36"o.c.,100.2 psf at FL14645 R2 AE EvaluationReoortC2010 7 odf clip spacing of 12"o.c.and 162.0 psf at clip'spacing of 12"o.c.with Created by Independent Third Party:Yes support strap. 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 11 EvaluationReoortC2010 8 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/-133.9 Evaluation Reports Other:Uplift load of 74.8 psf at fastener spacing of 36"o.c.,92.3 psf at FL14645 R2 AE EvaluationReoortC2010 8 odf fastener spacing of 24"o.c.and 133.9 psf at fastener spacing of 18"o.c. Created by Independent Third Party:Yes 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 11 EvaluationReportC2010 9 odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 2/16/2017 Florida Building Code Onli"—.} Page 3 of 3 Impact Resistant:N/A Created by Independent Third Party:Yes , Design Pressure:+N/A/-135.0 Evaluatlon Reports Other:Uplift load of 45 psf at fastener spacing of 24'o.c.and 135 psf FL14645 R2 AE EvaluationReoortC2010 9 odf 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 I god deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 11 EvaluationReoortC2010 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.Presstire:+N/A/-138.5 Evaluation Reports Other:Uplift load of 68.4 psf at fastener spacing of 24'o.c.and 138.5 FL14645 R2 AE EvaluationReaortC2010 10 odf. psf at fasteners acing of 12'o.c. Created by Independent Third Party:Yes I �_j • 14645.11 Image it Min.26 ga.,16"wide concealed fastened roof panel over min.15/32" hick DlvwoDd deck or 7/16"thick.OSB. Lfastener f Use Installation Instructions d for use In HVHZ:No FLI 645 R2 II Evaluation 92gortC201 0 11 odf d for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Resistant:N/A Created by Independent Third Party:Yes Pressure:+N/A/-86.55 Evaluatlon Reports plift load of 20.75 psf at fastener spacing of 24"o.c.,63.50 psf FL14645 R2 AE EvaluationReoortC2010 I.1 odf r.spacing of 6'o.c.and 86.55 psf at fastener spacing of6"o.c. Created by Independent Third Party:Yes a adhesive. 14645.12 PBR-Panel or R-Panel Min.26 ga.,36"wide through fastened roof panel over min.15/32"thick 1plywDod deck. Limits of Use Installation Instructions Approved for use in HVHZ:No EL14645 R2 Ii EvaluationReoortC2010 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/-131.0 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c.and 131.0 FL14645 R2 AE EvaluationReoortC2010 12 odf psf at fasteners acin 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 11'EvaluationReoortC2010 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.and 71.5 FL14645 R2 AE EvaluationReoortC2010 13 odf psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road.Tallahassee FL 3 399 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 a-mall 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 mall.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 emall 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 bpd_e. Product Approval Accepts: C&8ed1t Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 1/23/2017 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION x• 126 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 571!EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645 2-R2' ROOFING METAL ROOFING Prepared For: Metal-Sales Manufacturing Corporation 545 South r,Street,Suite 200 Louisville,KY 46202 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,OIL 74106 Telephone: (918)492-5992 FAX: (918)4933568-- This report consists.of. Evaluation Report(3 Pages including cover) Installation Details(1 Page) lot' 0CKA , r *� �•• G E N g�•,y � , No' 62240 . * � CC Report No. C2010-2 w Date:3.27.15 Z� STATE OF . �1 FL 14645.2-R2 C2010-2 3.27.15 - 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. ,19/32" 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 Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 131.3 psf @ fastener spacing of 18"o.c. 149.6 psf @ fastener spacing of 12"o.c. Fastener Pattern: Type: #946 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". • At panel ends 6-fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) 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" support 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 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. 3 FL 14645.2-R2 C2010-2 3.27.15 Page 3 of 3 Supporting Documents: TAS 125 Test Reports' Farabaugh Engineering and Testing Inc Project No.T235-07,Reporting Date 7/12/07 Project No. T172-08,Reporting Date 4/29/08 , oruwi m: aeaco m: r m: JDATL- PANEL FASTENER SEE DETAIL 1 SPACING PER ALLOWABLE 5V-CRIMP PRESSURE TABLE. = 3 K LYWOOD MIN. 2X_WOOD RAFTER/JOIST/ UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32" THICK (MIN.) _ AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL GUIDELINES OR #B x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS $ .R SEE DETAIL 1 24" d 5V-CRIMP 0 0 \ N Z WO -� NCO UNDERLA`YMENT SHALL BE INSTALLED PLYWOOD z �w AS PER MANUFACTURER'S INSTALLATION MINIMUM ATTACHMENT: 19/32" THICK (MIN.) 1 %D I 8d x 2.5" LONG RING SHANK NAIL S N GUIDELINES =cn 0 MIN. 2X- WOOD RAFTER/JOIST] OR #8 x 2' LONG WOOD SCREWS ��v� TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD & 00 AT PLYWOOD EDGES FASTENER PATTERN AT PANEL ENDS TYPICAL PANEL INSTALLATION X=SECTION ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE SPACING (PSF) a ; (IN) 7d c a #9-16 OR #10-14 WOODSCREWS 24 84.5 a aom WITH SELF SEALING WASHER AT �^ MAXIMUM SPACING OF 24" O.C. 18 131.3 m� _a `l 5 MIN N 26 GA.CRIMP 12 149.6 / Vf 'a � u v - GENERAL NOTES: g 1. ARCHITEC1URAl ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017�. EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 19/32" THICK (MIN.) 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 DETAIL 1 REQUIREMENTS OF THIS DRAWING &THE CODE, THE CODE SHALL CONTROL. DRAW W 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS -Z REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF.OTHERS. ZO1O 010SHED r O. OF