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USER: P4b11c Laser Product ApyroYal Menu > PraduCt or Acplication Search 7 Appfica_ion O, A > Application Detail j FL # FL14645-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502)855-4300 dstermer@ meta IsaIes. us. corn 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 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 12/27/2026 Validated By Yoosef Lava, RE. If Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14645 R3_ COI CertificQtteindepeiidence.pdf Standard FM 447❑ TAS 125 UL 1897 UL 580 Year 2012 2003 2012 2006 Sections from the Cade 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, Number or Name Oescription 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 FL14�45 R3 II EvaluationRepgrtC2182 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/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" ox. FL14645 R AE EvalwaticnReporl:C2182 i.pccff Land 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 { 5V-Crimp 1 119/32" thick plywoodtde k with fast nersothrouglh panel fiat. ! Limits of Use Installation Instructions ! Approved for use in HVHZ: No FL14645 R3 II Eval ationReportC2182 2.pdf i 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., FL14645 R3 _AE EvaluationReportC2182 2.pdf 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf at Created by Independent -third party: Yes fastener spacing of 12" o.c. 14645.3 5V-Crimp 1 Min. 26 ga., 24" wide through fastened roof panel over n. 19/32 thick plywood deck with fasteners through panel rib. Limits Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 11 Evaluation R p €a �tC218 3.pf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party; Yes Design Pressure: +NJAJ-196.75 Evaluation Reports Others Uplift load of 41.6 psf at fastener spacing of 36" o.c., FL1464S R3 AE EvaluiptionRcpgrT.2182 3.pdf 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at Created by Independent Third Party: Yes fastener spacing of 8" o.c. 14645.4 5V-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 II v lu i nRepgrtC2182 4.pdf Approved for use outside HVHZ: Yes Verified By: Bala 5ockalingam PE 62240 Impact Resistant: N/A Created by Independent "Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 3 0. 0 psf at fastener spacing of 36" a.c, EL14645 R3 AE EvaluationRepartQ2182 4.prtf and 172.5 psf at fastener spacing of 6" ox. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nam. 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 R3 II EvaluationMportC2182 5.p&f Approved for use outside HVHZ: Yes Verified By: Sala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Parry: Yes Design Pressure: +N/A/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and FL14645 E FvaluatlonlkegortC2102 5.pdf 120 psf at fastener spacing of 6" o.e. 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 05B. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.05 Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0 psf at clip spacing of 12" o.c. and 97.1 psf at clip spacing of 12" o.c. with sidelap adhesive. Installation Instructions FL14645_ R3 II EvaluationReportC2182 5.pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 Rj AE Ev IuationRepartC2182 b.R,df Created by Independent Third Party: Yes 14645.7 Aluminum Vertical yearn Nom. 0.032" thick, 16" wide, aluminum standing sears roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 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/-162.0 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 FL14645 R3 AE EvaluationReport,C2182 7.Pdf psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of Created by Independent Third Party. Yes 12' o.c. with support strap. 1464S.8 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 FL1 645 R3 II Evaluatiiiiio epgftQ2182 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/-91 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c. FL14645_R3 AE EvaluationReportC2182 8.pdf and 91 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645,9 Classic Rib ilmsi n. 26 ga., 36" wide through fastened roof panel over min. /32" thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 I E alu tionReportC2182 9.pfif 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" p.C., FL14645 R3 AE fyaluatiQn pgrtC2182 9. rp if 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at Created by Independent Third Parry: Yes fastener spacing of 18" o.c. 14645.10 Classic Rib Min, 29 ga., 36" wide through fastened roof panel over ruin. 7/16" thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL-14645_R3 II Evafg!�VonReportC2182 10.p�f Verified By: Baia Sockalingam PE 62240 Impact Rasi-Gant_ N/A Design Pressure: +N/A/-135.0 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" O.C. and 135 psf at fastener spacing of 6" o.c. FL14645 AE aluationR parCC2182 10.pcf Created by Independent Third Party: Yes 14645.11 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 Approved for use outside HVHZ: Yes FL14645 R3 II EvaluatignReportC2182 11.pd Verified By: Baia Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-138.5 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. and 138.5 psf at fastener spacing of 12" o.c. FL14645 R3 AE, EvaluatipnReportC21Q2 11.odf 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 C3SB. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 Ra 11 EvaluationRenQrtC2182 12.adf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., 63.5 psf at fastener spacing of 6" o.c. and 8 6.5 5 psf at fastener Created by Independent Third Party: Yes Evaluation Reports EL14645 _R3 AE EvaluationReportC2182 12.E Created by Independent Third Party: Yes spacing of 6" o.c. with 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 Approved for use in HVHZ: No FL14645 Ra 11 _EvaluationRe12ortC2182 13.pdf Approved for use outside HVHZ: Yes Verified By: Bala 5ockaiingam PE 62240 Impact Resistant: N/A Created by Independent Third Parity: Yes Design Pressure: +N/A/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 R3 AE EVaivationReportC2182 13.E and 131.0 psf at fastener spacing of 6" o.c. Created by independent Third Parity: Yes 14645.14 Pro -Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 115/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 B3 11 Evalu t' eportC2182 14.pd Approved for use outside HVHZ: Yes Verified By: Bala 5ockalingaM 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 R� AE EvaluationRe 2Cport 1 2 14.p!jf and 71.5 psf at fastener spacing of 12" ox. Created by Independent Third Party: Yes Erik] +E Contact Us :: 2601 Blair Stone FL 32399 Phong: 850-487-1824 The State of Florida is an AA/Epa employer. Copyrl 007-2 1 S Fr rid iv cy. Statement :: A f - lity. Statement :: gefund_5tatement 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 950.487.1395. *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 ernail address if they have one. The emails provided may be used for official eolnmunilation 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 455, KS, please click here . Product Approval Aecepbs, n x_x Qedit Garr Sate EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BLILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14545.3-R.3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 31"d Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4200 Prepared By - Bala 5ockalingam, Ph.D., P.E. Florida Professional Engineer 462240 1215 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone. (918) 492-5992 FAX: (866) 366-I543 This report consists of Evaluation. Report (3 Pages including cover) z c e a ill1� Installation Details (I Page) tttt.I tt't sOCKAt tv ,t9p No 62240 Report No. C2182-3 4, ; e �, '• .; a 0"... t •' �� Date: 9.937 • . 4 C� F � ,i 8. a FL 14645.3-R3 C2182-3 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 112" 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" plywood or min. 1/4" thick wood plank (rein 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 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. 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: 112:12 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: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sewed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 318". 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 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 support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity FL 14645.3-R3 C2182-3 9.9.17 Page 3 of 3 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 E108IC]L790 report from an accredited laboratory for fire ratings of this product. Supporting Documents, TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T 181-05, Reporting Date 7/21 /05 (Tests # 1 & 2) Project No. T240-09, Reporting Date 9/22/09 Architectural Testing, Inc. — West Palm Beach, FL (Formerly Hurricane Test Laboratory, LLQ Project No. 0103-0712-09, Reporting Date 911109 i =Sz &f. flo�v-558-�R5 zozov 1Ji `37UGI1 I aaz 311Rs -1S Oli2 Hlnos 5v5 'dboa 9NWr117tl3i1NVr9 S31V5 -WJ3K Is3 CC VI w tz ui J m 3 J J Q w a fY W � w� g-9 r �:i U w SOw z wa �r7 � zoo vi� 3 3 z Z a z d � O 5L�n-BBS --"A L655-LQ"Etjo -3NoHd aoer� No vslu 'J 311R5 3AY 'JN6ky� N 9li! 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