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FL # FL14645-R3 Application Type Revision Cade 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 d Ste rm e r@ meta I Sal es. us.com Authorized Signature David Stermer dstermer@metaisales.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 Lavi, P.E. e Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F1-14645 R3 QDI CertificateIndependence.p�f Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 1 Sections from the Code 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 12/1212017 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 s over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 R3 II EvilluaticnReportC2182 1.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +N/A/-86.0 1_ Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" D.c. i FL14645 R3 AE EvaluationReporLC2182 1 pd and 86.0 psf at fastener spacing of 12" o.c. I Created by Independent Third Party: Yes 14645.2 SV-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 Installation instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 2_p4f 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 EvaluationRepQrIC2182 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 f Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationP, po Crt 21;52 33.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/AI-196.75 Evaluation Reports Other: uplift load of 41.6 psf at fastener spacing of 36' ❑.c., FL14645 R3 AE EvalijationReportC2182 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. 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OS6 with fasteners 114645,4 through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No F1-14 4S R3 II Evaju§tionReportC2182 4.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: +WA/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 R3 AE EvaluationRgpgrtC2182 4.pdf and 172.5 psf at fastener spacing of 6" ox. 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 Installation Instructions Approved for use in HVHZ: No FL14645 R3-II EvaluaticnRepgrtC2182 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/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. and FL14645 R3 AE Eva] u t1onReporLC2182 S._pd 120 psf at fastener spacing of 6" o.c. 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. Limits of Use installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationRoportC2182 6.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Parry: Yes Design Pressure: +N/A/-97.05 Evaluation Reports Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 71.0 FL14645 R3 AE Evaluation ReportC213Z6.p_f psf at clip spacing of 12" O.C. and 97.1 psf at clip spacing of 12" Created by Independent Third Party: Yes o.c. with sidelap adhesive. 14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood Bieck � Limits of Use Installation Instructions Approved for use in HVHZ: No F1-14645 R3 II _Eval_uationRgportC2182 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 Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 Evaluation Reports FL14645 R3 AE Fvai_uationRportC2182 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. 14645.8 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 Approved for use outside HVHZ: Yes FL14645 R3 iI EvaluationReportC 182 .pdf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-91 Other. Uplift load of 41.5 psf at fastener spacing of 48" o.c. Evaluation Reports FL14645 R3 AE EvaluationR portC2182 _8.pff and 91 psf at fastener spacing of 6" ❑.c. Created by Independent. Third Party: Yes 14645.9 ; 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 R3 II FvaluptionRgportC2182- rp0lf 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" ❑.c., FL14645 3 AE Evaluation R portC21_�2_9.pdf 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf at Created by Independent Third Party: Yes fastener spacing of 18" o.c. 14645.10 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 R3 II Ev luati nReportC2182 10.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/-135.0 Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and FL14645 R3 AE _Fvafua i epgrtC2182 10 pdf 135 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.11 Classic Rite 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 R3 U EvaluLtLonRPportC2182 11,p-r f Approved for use outside HVHZ: Yes i Verified By: Bala SockaHngarn 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 at fastener spacing of 24" ox. FL14645 R3 AE Eva] uatio ReportC2182 11.pdf and 133.5 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 OSS. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Evaluatigr eportC2182 12.pclf 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/-86.55 Evaluation Reports Other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., FL14645 R3 AF EvaivationReportC2182_{ 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener 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 EL14645 R3 II v luatianReportC2182 I_.pyff 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. FL14645 R3 AE EvaluationReportC2182 13.p�1f and 131.0 psf at fastener spacing 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. 115/32'thick plywood deck. Limits of Use Instal€ation Instructions Approved for use In HVHZ: No FL1464,5 R3 II EvaluationRe ortC2182 14-P-df Approved for use outside HVHZ: Yes Verified By: Bala 5ockalingafn PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-71.5 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 24" o.c. 1464 R AE Ev luativ epartC2182 14.q�f and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 0 0 Contact Us:: 2601 [3iair, Stone Road _Tallahassee FL 32399 Phone- 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 7- at of Florida.:: Prl�acy Statement :: Accessib ility, Statement :: Refund Statement Under Florida law, emall 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 marl to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395. 'Pursuant to Sectlon 455.275[1}, Florida Statutes, effective October 1, 2012, 1icernsees Ii�:ensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for offlciai communication with the Iwensee. However emair 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 avai€able to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: I ®R�iA0® Credit Card Safe EVALUATION REPORT OF METAL SALES MATNUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645A-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 311 Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 8554290 Prepared By: Sala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 442-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) �R3:8Eif3fF�ra Installation Retails (1 Page) t.00. 5O C K 4�/"t, Load Span Table (I Page) *.�* �,�';.•• r NCC s No 62-240 � 0' STATE QF e`�'• Report No. C2182 �C7An;., Date: 9.9.17 f�� • 4 n R! tZ FL 14645.4-R3 C2182-4 9.9.17 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. 7116" thick QSB or min. 15/32" thick 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 plywood field and edges_ Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. 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: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" ❑.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 318" and 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' & UL 1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed 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. The maximum fastener spacing listed herein shall. not be exceeded_ The design pressure for reduced fastener spacing may be FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. 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 E1081UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 M�V-952-Zany [951-99C-998 -AVA SEES-ZO-9lE 3NOW o u ZGZC)b ),N '3TI SMOG oaz ��.Ins '•.Ls ❑as H�n�s sys WL9L AO -,s-iru a ins -aV ONAR" n 9�U a" dUO0 9NIaf1,LWJnNYYY S31V5 3VIM a nx�a nr✓n -3d '*THd 'WJNfvND05 VIVB surrx'arsN� �� •., l3NYd MINI—A5 �:. � 71vu ea rrxdia�s3u Nms�a -.xr VINE M�=w aoo oca? ___ � W V D�U�4i1JQUj Wrzn a m �Y��F�x-pa SC f2i.1 •� Ow ©p�QU�wpQ w u ¢ @ r ?¢a0w m �� JL�z pC'dLJNZ�¢�V ��/�� d� a•flmv��ZUWm¢U]�� r- J 5o_p'opw�Pzp� w `CFI V W yew = f]ZLW U E5 Q LTA CrV L1��'S r�n� LJeJ�7 L]p6p WC7�W�=�6 cy N m W wd V 7 Tw QL��+�Frl�iY0.¢.6mW<W z= N x L D j p P U U � QQi �N x v¢ ¢ p Q i g O m _j i © O U g = LLI a: VNj Qf Qa 4.: � W 4 � LZI] U� LLJ GJ w nLo J N Ld LLJ V] a V! Q N U v P W= 1 gj=n gv n ^zc� z TOO � �e� � Z �R[Il pQ• 2 z � AHTAL SALES MAIN`CIFACTURING CORPORATION SV Crimp UpU t Loads (-Wm. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load sl) Coverage width_ 24" 6 -- - - - 172.5 9 120.0 _ 1.2 90.0 Panel Fasteners 15 72..0 -16 or ' 10-14 hex head 1 e 60.0 wood screws with sealed -- 21 - 51.4 washer 24 - --- - - -- - 45.0 27 40.0 30 36.0 32.7 36 30.0 Notes: 1. The hold numbers iadieate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 1464, 5 4 and Metal Sales current installation procedure_ 3. Three or more Tans condition. 1216 NT Lansing Ave„ Suite C Tulsa, Qk 74106 9184925992 �4.It I;tII:111'r,rje s ® No �224G 4 b STATE pF ���� �• ,� Q R t �Fd � • � ' • � it4� as Sala 5ocicalingarn, Ph.D.- P.E. FL 62240