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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGFlor1.4a Building Code Onli 8CIS Home ' Lot In I User Registration Florida r.1Rs I Product Approval W USER: Public User Product Approval Menu > Product or Aooli FL # Application Type Code Version Application Status M - Comments. MT Archived -.Z fG9 Product Manufacturer a)V1 li\�l `-.d Vj D —9 [ CI a O Address/Phone/Email l:} �7aJi.� n p . '-- 1M0 c U. CO I 'sN If�o C e = rn' I r = �_, Authorized Signature UT` mQ-_ „ _,I i G� Technical Representative DC. Address/Phone/Email 4 v m Quality Assurance Representative Address/Phone/Email Category Subcategory R-i+.- s Compliance Method Florida Engineer or Architect the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract I Validated By SCANNED 13Y Lucie GoMy MAY ®1 7-018 Topics Submit Surcharge r stats ® Facts Publica ST. Lucie County, Permitting > Application List > Application Detail FL14645-R3 Revision 2017 Approved Page 1 of 4 i Fae Stare I BCIs Site Map i Links I Search I Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com David Stermer dstermer@metalsales. us.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _ I Evaluation Report - Hardcopy Received who developed Bala Sockalingam PE-62240 Keystone Certifications, Inc. on Date 12/27/2026 Yoosef Lavi, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (if Standard) Equivalence of Product Standards Certified By Sections from the Code FL14645 R3 COI Certificateindeoendence odf Standa Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 https://www.floridabuilding-org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/09/2017 09/14/2017 09/15/2017 12/12/2017 FL # Model, Nymber 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 F1 14645 R3 Il EvaluationR oo�i odf Approved for use outside HV;o.c. s 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 ater spacing of 56" o.c. FL14645 R3 AE EvaluationReportC2182 i.Pdf and Rri_n nsf at fastener soacinq Created by Independent Third Party: Yes 14645.2 5V-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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReportC2182 2.pdf Approved for use outside HVHZ; Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-149.6 Other: Uplift load of 84.5 psf at Fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvaluationReoortC216? 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 SV-Crim I Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fastenersthrough panel rib. Limits of Use Approved for use in HVHZ: No installation Instructions FL14645 R3 II Eva luationReoortC2182 3.12df Approved for use outside HVHZ: Yes Verified By: Pala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.7 Evaluation Reports 3 odf Other: Uplift load of 41.6 psf at o.c., 74.8 psf at fastener spacing astener spacing of 36" IF 16" o.c. and 196.75 psf FL14645 R3 AE EvaluationReportC2182 Created by Independent Third Party: Yes at fastener spacing of 8" o.c. i SV-Crimppp Min. 26 ga., 24" wide through fastened roof panel over min. 14645.4 15/32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation instructions FL14645 R3 II EvaluationReportC2182 4.odf Approved for use in HVHZ: NJ Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +NIA/-172.3 Other: Uplift load of 30.0 psf atlfastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportC2182 4.pdf Created by Independent Third Party: Yes and 179.5 nsf at fastener spacing of 6" o.c 14645.5 Alumin m 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 Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReoortC2182 S.odf Approved for use outside HVHZ: Yes Verified By: Baia Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 S.odf and 120 psf at fastener spacing Hof 6" o.c. Created by Independent Third Party: Yes 14645.6 Alumini:m 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 Approved for use in HVHZ: Approved for use outside F Impact Resistant: N/A Design Pressure: +N/A/-97. Other: Uplift load of 41.6 psf 71.0 psf at clip spacing of 12" spacing of 12" o.c. with sidelal Installation Instructions FL146a5 R3 11 Eva luationReportC2182 6 odf iZ: Yes Verified By: Bala Sockalingam PE 62Z40 Created by Independent Third Party: Yes Evaluation Reports clip spacing of 36" o.c., F1 14645 R3 AE Eva luationReoortC2182 6.Pdf :. and 97.1 psf at clip Created by Independent Third Party: Yes dhesive. https://www.floridabuilding.org/pr/pr. i dtl.aspx?paramwGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code QnV.`� / - � Page 3 of 4 14645.7 Aluminum Vertical Seam Limits of Use Approved for use in HVHZ, No Approved for use outside HVF Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41.6 psf at 100.2 psf at dip spacing of 12" o. spacing of 12" o.c. with supports Yes I spacing of 36" o.c., and 162.0 psf at Clip Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions FL14645 R3 1I E01uationReportQ182 7 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports F1.1464S R3 AE EvaluationReportC2182 7.odf Created by Independent Third Party: Yes 14645.8 Classic Rib Min. 29 ga.; 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No I Installation Instructions FL14645 R3 II Ev6luationReportC2182 8.0f Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load of 41.5 psf at Ltenerspacing of 48" o.c. Evaluation Reports FL14645 R3 AE Eva luationReportC2182 8.pdf and 91 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.9 1 Classic 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 EvaluationReoortC2182 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/-133.9 Evaluation Reports Other: Uplift load of 74.8 psf at fastener spacing of 36" 1`114645 R3 AE Eva luationReportC2182 9.pdf o.c., 92:3 psf at fastener spacing of 24" o.c. and 133.9 psf Created by"Independent Third Party: Yes at fastener spacing of 18" o.c. 14645.10 i Classic i ib Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluatlonReoort92182 10.odf Approved for use outside HV Z: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure, +N/A/-135.1 Other. Uplift load of 45 psf at fastener spacing of 24" o.c. Evaluation Reports F1.14645 R3 AE EvaluationReportC2182 10.pdf and 135 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.11 Classic21b 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: o FL14645 R3 II EvaluationReoortC2182 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/-138.5 Evaluation Reports other: Uplift load of 68.4 psf a4 fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReportC2182 11.12df 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 I Installation Instructions FL14645 R3 II EvaluationReportC2182 12.pdf Approved for use in HVHZ: No Approved for use outside H�/HZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvaluationReportC2182 12.pdf o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at Created by Independent Third Party: Yes fastener spacing of 6" o.c. with I 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 FL14645 R3 II EvaluationReimrtC2182 13 odf Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Verified By: Bala Sockalingam PE 6224U Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psfiat fastener spacing of 48" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportC2182 13.pdf and 131.0 psf at fastener spading 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. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A.. 1/12/2018 Florida Building Code Oril", Page 4 of 4 i Limits of Use Approved for use in HVHZ: No Approved for use outside HVH2 Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 41.6 psf at fe and 71.5 Dsf at fastener spacing of The State of Florida is an AA/EEO em Under Florida law, email addresses are electronic mail to this entity. Instead, co Section 455.275(1), Florida Statutes, effei they have one. The emalls provided may supply a personal address, please provide tl Installation Instructions FL14645 R3 iI EvaluationReoortC2182 14.1)df h Yes. Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes EvaluationReports stener spacing of 24" D.C. EL 14645 R3 AE EvaluatlonRegortC2162 14.pdr t 7" D.C. Created by Independent Third Party: Yes ,zd Us :: 2601 OWIr Stone Road Tallahassee FIL 32M Phone: 85"87-1824 O ql1 yer, Copvriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement blic records. If you do not want your e-mall address released in response to a public -records request, do not send act -the office by phone or.by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Le October 1, 2012, licensees licensed under. Chapter 455, F.S. must provide the Department with an email address if 2 used for official'wmmuniration with the licensee. However email addresses are public record. If you do not wish to 'I 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 jigre, Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 EVI METAL SAVES FLORIDA Metal S,UATION .REPORT OF ►MANUFACTURING CORPORATION GA. 5V-CRIMP PANEL' [,DING CODE 6TH EDITION (2017) DA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: 1es Manufacturing Corporation South 3`'d Street, Suite 200 Louisville, KY 40202 elephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: da Sockalingam, Ph.D., P.E. .a Professional Engineer #62240 ,16 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) �S�eee�aer Installation Details (1 Page) Load Span Table (1 Page) 64mmQ�,P;••�G E N 8�;- I o#* i Report. No. C2182-4 Date: 9.9.17 o FL 14645.4-R3 C2182-4 9.9.17 j Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-CrimpLverage p Panel Description: 24" wide 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. 7/1 thick OSB or min. 15/32" thick plywood or min. W thick wood pl nk (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 #8 x 2" long wood screws @ 6" o.c.. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimur i underlayment as per FBC 201.7 Section 1507.4.5.1. Slope: 1/2:12 o 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: #9-16 o #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" End. 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 Test Equivalency: The test procedures in UL 1897-04 comply with test procedures nrescribed 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 I The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be directory oI ASTM E108/UL790 report from an accredited laboratory r ''or fire ratings of this product. (� Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-0117-02-01, Reporting Date 9/20/13 - FL 14645.4-R3 Engineer report is FBC 20 C2182-4 9.9.17 Page 3 of 3 using rational analysis prepared by a- Florida Professional )r based on Metal Sales load span table. This evaluation not applicable in High Velocity Hurricane Zone. Fire on is not within scope of this Evaluation Report. Refer to r Section 1505 and current approved roofing materials PANEL OVERLAP 5V-CRIMP SEE DETAIL 2 SEE DETAIL 1 i u u ",-MINIMUM ATTACHMENT: 8d .x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR #B x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED @ 6' 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. FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MIN. 2X— WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" D.C. TYPICAL. PANEL. INSTALLATION X—SECTION 5V-CRIMP MIN 26 GA. UNDERUN%041T OSB 7/16" THICK (MIN.) OR DETAIL 1 PLYWOOD 15/32" THICK (MIN.) $9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. PANEL FASTENER PER UPLIFT LOAD TABLE d 0 0 0 N W a Gt-_NFRAL N07ES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a FLORIDA BUILDING CODE (FBC). 2.-ROOF-PANELS-SHALE-MIN.26_GA-(t 0.019" . EFFECTIVE COVERING n m °- Ro WIDTH OF PANEL = 24". 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 u�a z PANEL SYSTEM MAY NOT BE INSTALLED WHEN, THE REQUIRED DESIGN WIND LOADS kN m ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE. IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA % z BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 'u_ 6. RAFTERS/JOISTS/TRUSSES MUST.BE DESIGNED TO WITHSTAND WIND .LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENf OSB 7/16" THICK (MIN.) OR 2182 DETAIL 2 PLYWOOD 15/32 THICK (MIN.) 'sn ov METAL SALES MANUFACTURING CORPORATION V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (psfl. Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 _ 172.5 9 120.0 72.0 ;_ 1.2; ; 15 _ 18 60.0 _ 21 51.4 - 24 45.0 27 40.0 30 36.0 33 _ 32.7 __ 30. 1 36 Notes: 1. The bold numbers indicate desi 2. Panels must be installed as per 3. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 from test data with safety factor of 2. ?L 14645.4 and Metal Sales current installation procedure. 0 C K,44 •°' �''.•' �,� c�E°N SF. No 62240 �d0•,• STATE OF .'fie 61 q,g,2Gl� Bala Sockalingam, Ph.D., P.E. FL 62240